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Permits 1897 Beach Ave PERMIT WORKSHEET Certificate of Occupancy Job Address: VF-9-7 ���� n � Type Work: FJ a�L Property Owner: 11 Phone # _ Contractor: 1 �� �AX Phone # Permit#: tD4 _ Z Z Date Issued: [n-Z Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC q MECHANICAL PLUMBING Tem .Power# Footing CP.1(*,0!!5 JEA Release t=k 5 3-ZI-05 Date �1(X ILIA-rte I I 15.1(P,()5 Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Topout Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel 1'L- 7-1-0 11-1 05, Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspettioih: Failed Inspections: Date Paid: rs'1'1'fs� CITY OF ATLANTIC BEACH Cc: BUILDING / ZONING DEP D..Ford a f 800 Seminole Road Hi ►ns J Q° ter" Atlantic Beach,Florida 32233 Doerr (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0 2 9 6 3 Property Address: 18 C1 1 BE A C N A y E N WE Applicant: J U GT.N K 1 N G I N C Project: N1) ZNT) ICKc) This pe it application has been: Approved ev' e d ollowing ' s need attention: Su. ra-tC„� 40 c 2 � 2/ �rZuu r Please re-submit your application when these items have been completed. Reviewed C 1 131�I F`,J . f,T I f S CITY OF ATLANTIC BEACH FEB 0 2 2005 BUILDING PERMIT APPLICATION (Alterations& Additions) BY: ,�._._. _.-.__ _-___..._ ,_,._ �. Date: Job Address: Li V Owner of Property: 11 e tx 5 f e-c ( Address: 'I i 1 ( r,;yt, r (.G `��f -3 z Telephone: �i a: 't• > _ 1-t ,� (� Legal Description: Block Block Num`Jb`er: Lot Number: Zoning District: Contractor: �...1 u S jIJ 4r'q T-4c-. State License Number: -C -72-1 Contractor Address: 572- 1fi 1 J,AAs*J ©rz-, A -sas9< t 11 Ft.rvia�� Telephone: 9GV- 751-12-(68 Fax: q0q- 311- DO Z57 Describe proposed use and work to be done: 1)"e. i. ; �.ti Lam _ £�c { �! F c < 5 0V\ c) A J 1 :� ` I{ Vta ,, ri Present use of land or building(s): Valuation of proposed construction: What are the dimensions of the added space: feet x��,feet Will the added area be heated and cooled? / (J New electrical or increase in service? Add plumbing fixtures? Add fireplace? Add heating/air conditioning? � Is approval of Homeowner's Association or other private entity required? fJ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ONO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 S� V''f<� CITY OF ATLANTIC BEACH CD: F rd rs ,J BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road oerr Atlantic Beach,Florida 32233 JF31�'� (904)247-5800 (904)247-5845 Fax www.coab.us a PLAN REVIEW COMMENTS FE5it�� , Permit Application # 05 - 19C39 Property Address: 1g9-7 �ERCI� Av�Nul: t Applicant: J U S T I N KING I N C Project: R pU11.p & FxTt-ND 2ND & 3Rn �LbbR D�CrS This permit app ' ' n has been: roved Reviewed and the following items need attention: ftl AG � Please re-submit app ication when these items have been completed. your Reviewed By: Date: Y Department of Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary July 29, 2004 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-352 Applicant: Allen J. Steele You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of an in-ground swimming pool and deck. A copy of the plans is enclosed. The proposed project is located approximately 585 feet to 635 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County, and is within the local jurisdiction of Duval County. Project address: 1897 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within ten (10) calendar days after the date of this notice to William S. Wilkinson, E.S., the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Wetland Resources at 5050 West Tennessee Street, Building B, Tallahassee, Florida. WSW/jg Enclosure "More Protection, Less Process" Printed on recycled paper. .� �57'-0"f r mur ILL SEAWARD DISTANCE OF SCALE: 1 " = 20' CONCRETE POOL DECK m s 49'-0"f o SEAWARD DISTANCE e OF NEW POOLLa I- 4 0 0 0 z 2' HIGH CONCRETE WAI.L Z z rn m r" (N. 89'46'56" E. 188.34' FIEL ) - N. 89'4652" E. 188.1V X "' 1-519.0 2.01' 21.1 22.2 21.1 21.; 20.6 /X 70 \� 20.4 20.0 8.r 17.2' / 13.0 A,J. 8.03 119.. A CT v t N N 1 t cwwJJJ 18.51 7 - 25.3' C NC E P O 5 , e Iv TW STORY 18.7 cT6,� 23.2' m �� x ?5. O tv C4 1 5 o S UCCO �` 2 5.5a, 7.2 j rn `� RE DENCE �= THREE STORY STUCCO °° p �p AND GARAGE �,,, 22.0 P 4.0'�ftE51DENCE WITH FINISHED CL Q'r�6'' z NUM R 1897 P �' ao ��S � P n O jm �1, w 19.51 �' BASEMENT No. 1895 1& �3 �� �v / 07 m POOL' O t,,o � v co �m t FINS ED FLOOR4.9' . X >M ATION OF of 4.0' °D 14.8 14 2� FINSHED FLOOR ELEVATION: �' 0 t t a m 1.5 GAR E i 8.8 - t r" o j ~? 11 0 BASEMENT FLOOR = 14.$ n j /� �+ z p� Z61 .90 x 13.8 x 11.5 x 1 .4 73.3 X (J1 N 12.1' � co N N N Z m i O S PS 1 %� W 15.0' 1s.3 19.7 cp 7.0c N 4.s3 1 � 17.73 .8 r _ 15.9' 18.3' / 17.2° 18 48 co Mew CO CR TE WA W i 19 s v rn CONCRETE 1l tr 18.718.X� ts- 4 19.3 19.6 19.7 19.0 16.4 PATIO y 1 x 18.0 22.61" 19.2 �► 14.5 ?2.3 10.4 10.4 12.0 x V S. 89'46 52 W. 188.02 m i o (187.95' IRON TO IRON) o ;0 0 O Z� � N ear 5; � z t > C { oi� LOT 47 0 z ,.. z 1 c,, z,oo M r`1 > i..o.{ L t. o C m4- m 1 I CA 0 o00 I LEGAL DESCRIPTION zto j LOT 48, NORTH ATLANTIC BEACH UNIT No. 2, ! AS RECCRDED IN PLAT BOOK 15, PAGE 57 OF r ; THE CURRENT PUBLIC RECORDS OF MDiE F - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-352 Permittee: Permit Expires: September 14, 2007 Allen J. Steel,Trustee c/o Kevin Partel Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a landward swimming pool and spa, other structures/activities, excavation and placement of fill. Project Location: Between approximately 585 feet and 635 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 1897 Beach Avenue Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. -M.S. 300 lit / Tallahassee,Florida 32399-3000 Daof otice Wi li Wil 'nson,ES Telephone (850)488-3180 WW/sc cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Allen J. Steel,Trustee,Property Owner City of Atlantic Beach Building Official DEP FoIm73_131(Rev.10/99) Post Conspicuously on-the-Si . �N,ppGSE(1i0.. . Department of w Environmental Protection 0 Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary September 17, 2004 Allen J. Steel,Trustee c/o Kevin Partel Coastal Consulting &Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: NOTICE TO PROCEED PERMIT NUMBER: DU-352 PERMITTEE NAME: Allen J. Steel,Trustee Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions land 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire September 14, 2007. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, "MQre_Protection,.Less Procetz" Printed on recycled paper. Kevin Partel, September 17,2004 Page 2 as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Section 120.54(5)(b)4, Florida Statutes and Rule 28-106.201(2),Florida Administrative Code, explain what must be included in a petition for a formal administrative proceeding. (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 issues of material fact disputed by the Petitioner or a statement that there are no disputed facts; (e) A concise statement of the ultimate facts alleged, including a statement of the specific facts that the Petitioner contends warrant reversal or modification of the Department's action; (f) A statement of the specific rules or statues the Petitioner contends require reversal or modification of the Department's action, including an explanation of how the alleged facts relate to the specific rules or statues; and (g) A statement of the relief sought by the Petitioner, stating precisely the action that the Petitioner wants the Department to take with respect to its action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a Kevin Partel, September 17,2004 Page 3 person has to request a hearing under section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will be only the approval of the presiding officer on motion filed under rule or of the Florida Administrative Code. Effective October 1, 1996, a person whose substantial interests are affected by the Department's proposed agency action may file a timely petition for an administrative hearing under sections 120.569 and 120.57 of the Florida Statutes, or may choose to pursue mediation as an alternative remedy under section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding(which include the applicant, 'the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by)the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) . The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. Kevin Partel, September 17, 2004 Page 4 As provided in section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department'have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within fourteen days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have fourteen days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification,removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerely, William Wilkinson, ES Bureau of Beaches and Coastal Systems WW/sc Enclosures cc: Permit Information Center Bobbie Nelson,Field Engineer City of Atlantic Beach Building Official Allen J. Steel, Trustee, Property Owner pROiE(TIOSTATE OF FLORIDA DEPARTMENT OF ENVRONMENAL PROTECTION o Division of Water Resource Management Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. -Mail Station 300 FLOR A� Tallahassee, Florida 32399-3000 100000600 it III oil W (850) 487-4475 PERMIT NUMBER: DU-352 PERMITTEE Allen J. Steel, Trustee c/o Kevin Partel, President Coastal Consulting & Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on July 19, 2004 and was determined to be complete pursuant to rule on July 19, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee 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 Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: September 14, 2007 LOCATION: Between approximately 585 feet and 635 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project Address: 1897 Beach-Avenue;Atlantic-Beach. PERMITTEE: Allan J. Steel, Trustee PERMIT NUMBER: DU-352 PAGE 2 PROJECT DESCRIPTION: Landward Swimming Pool And Spa 1. Location relative to control line: A maximum of 49.0 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 25 feet in the shore-parallel direction. 3. Type of construction: 6-inch thick reinforced concrete pool shell on piles. 4. Deck elevation of swimming pool: +23.0 feet (NGVD). 5. Bottom elevation of pool shell: +15.5 feet (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: At grade. 8. Volume of excavation: 87.5 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 87.5 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From approximately 20 feet to 49 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 6 feet below existing grade. 4. Volume of fill: From excavation approximately 87 cubic yards to be placed a maximum of 166 feet seaward of the control line. Other Structures/Activities 1. A frangible concrete swimming pool deck a maximum of 38 feet in the shore-normal direction by 44 feet in the shore-parallel direction a maximum of 57 feet seaward of the control line. 2. A 4-foot high aluminum pool fence is to be located a maximum of 57 feet seaward of the control line. PERMITTEE: Allan J. Steel, Trustee PERMIT NUMBER: DU-352 PAGE 3 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 Bureau of Beaches and Coastal Systems 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. Please page Ms. Bobbie Nelson at (877)314-1329 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer 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 so as to provide maximum protection to the existing vegetation located on the site. 3. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this er it by reference. Done and ordered 4-- this day of 2004, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT e f Florida FILED, on this date, pursuant to 5120.52 Depar ment of nvironmental Protec 'o Florida Statutes, with the designated Department Clerk, receipt of which is hereb acknowledged., on D. ea P ., Program Administrator Bureau Beach and Coastal Systems puty Clerk at PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Feb 07 2005 11:OOAM Last Transaction D-= Time Z@ Identification Duration P= Resul Feb 7 10:59AM Fax Sent 93170075 1:07 2 OK I� CITY OF ATLANTIC BEACH EB 02005BUILDING PERMIT APPLICATION (Alterations &Additions) .. Date: Job Address: Owner of Property: 111°r1 S f c- (i2 Address: I i 1 1,( Telephone: Ct Legal Description: Block Number: Lot Number: Zoning District: Contractor: _ J v 5+j rj VIr,q T J e-. State License Number: C k-C- 15 O 6?Z( Contractor Address: 5 7 2- [)l(I Mhn► b At kS a 0U9!t(Il I Flo^,,44 Telephone: UY-751-:12-(68 Fax: 4oy- 3li— DO-7S` Describe proposed use and work to be done: 1?,e 6,4 'i I a(. c+ '� f x {s �(�. JJ E c (<A 17 S Present use of land or building(s): s i d Valuation of proposed construction: 2' s 1,4_ ' What are the dimensions of the added space: feet x feet Will the added area be heated,and cooled? (t/ New electrical or increase in service? Add plumbing fixtures? /tty Add fireplace? IVO Add heating/air conditioning? , Is approval of Homeowner's Association or other private entity required? - &�If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ]NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fLus Page 2 Revised 8/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify at all informatio 'ded with this application is correct. Signature of owner: # Date: ` I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true orrect and that the plans and supporting data have been or shall be provided as required. > — � — Signature of Contractor: Date: OS! Address and contact inform ion of person to receiva correspondence regarding this application(please print). Name: -3 V 5-611 12I ri Mailing Address: 5-72-0 InMRIJ �� , Telephone: -7579-12-(of Fax: 31-7- 00 75 E-Mail: J f N<rSSSt�'Berk I so u�14,�t{FT AS TO OWNER: Sworn to and subscribed before me this day of FP bola/2 20�t3 State of Florida,County of Duval ,,.� ►'�., CARRIE DUNLAP Notary's Signature: r r '�A.= Notary Public,State of Florida ' My comm.expires Feb.14,2006 ersonally known �. ,......Qf Comm.No.DD 092725 ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this /s day of l 'f�i'It Cc/�. ' ,20 6s State of Florida,County of Duval Notary's Signature: .`'�►"•'"'''. CARRIE DUNLAP ? Personally known Notary Public,State of Florida My comm.expires 14,2006 ❑ Produced identification Comm. pi s Feb.eb. 14, Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029639 Date 2/23/05 Property Address . . . . . . 1897 BEACH AVE Tenant nbr, name . . . . . . REBUILD & EXTEND DECKS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 25000 Owner Contractor ------ ----- ------------- ------------------------ STEELE, ALLEN J. JUSTIN KING INC 7174 RAMOTH DRIVE 5720 HILLMAN DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32244 (904) 251-2436 (904) 759-1268 ----------------------------------------------------------------- - --- ------- Permit . . . . . . W/W/O BUILDING PERMIT Additional desc . . Permit Fee . . . . 310 . 00 Plan Check Fee 155 . 00 Issue Date . . . . Valuation . . . . 25000 Fee summary Charged Paid Credited Due --- ----------- -- - --- -- --- -- ---------- ---------- ---------- Permit Fee Total 310 . 00 310 . 00 . 00 . 00 Plan Check Total 155 . 00 155 . 00 . 00 . 00 Grand Total 465 . 00 465 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .4� ' BUILDING OFFICIAL r w xa w : <ST CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 :, INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029126 Date 1/10/05 Property Address . . . . . . 1897 BEACH AVE Tenant nbr, name . . . . . . SWIMMING POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86275 Owner Contractor ------------------------ ------------------------ STEELE, ALLEN J. VIKING POOLS OF JACKSONVILLE 3780 KORI ROAD ATLANTIC BEACH FL 32233 SUITE 5 JACKSONVILLE FL 32257 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc POOL WIRING Sub Contractor DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS RERM111 AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. !Z)". c t' qv"K BUILDING OFFICIAL CITY OF ATLANTIC BEACH 01/ 9 G7 3 ELECTRICAL PERMIT APPLICATION -7 S °Q Date: -7 Property Address: VlgT Ave, Owner: Telephone#:a4'1 I DX 2aaS f Contractor )i� i P C PC-fc�'c�,P BUGS Telephone `71 4 a)&7, Contractor Address: I� t-k ridridoc Ave— Fax W JOrl in consideration of permit given far&Tng the wait as described m the above statement,we hereby agree to perform said work in accordance with the attached plans and spaxficabons which are a pat hereof and in accordance with the City of Atten is Beach ordinance and standards of pod practice fisted therein _Building: _ Baim' g Type: D . Trailer Service:_ being` _ If ower, on 6consbb b"ion ,._is O orNew Qr Residence o Temp. 0 New site,lia the�building a--'Old o Commercial o Signs Cl Increase O Re-wire O Addition Sq.Ft. t Conductor Size: AMPS: COPPER AL Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service - Size AMPS 150 PH W VOLT���0 WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 31 100 AUM Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H P. IVOLTAGE PH NO. OVER 1 H.P. PHS a. v v Transformers NO. KVA NO. KVA No.Neon Transf. Ea. Sign- Miscellaneous ' W i N R 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(904)247-5M• Fax: (9N)247-5845• http:/tWWW-ctatlantic-beach.fl.as r ?j rL�JrJ Ji s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 J V~ INSPECTION PHONE LINE 247-5826 N. Application Number . . . . . 04-00029126 Date 10/21/04 Property Address . . . . . . 1897 BEACH AVE Tenant nbr, name . . . . . . SWIMMING POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 86275 Owner Contractor ------- --------- -- ------ ------------------------ STEELE, ALLEN J. VIKING POOLS OF JACKSONVILLE 3780 KORI ROAD ATLANTIC BEACH FL 32233 SUITE 5 0.1, JACKSONVILLE FL 32257 ---- ------ ------------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 408 . 00 Plan Check Fee 204 . 00 Issue Date . . . . Valuation . . . 86275 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 408 . 00 408 . 00 . 00 . 00 Plan Check Total 204 . 00 204 . 00 . 00 . 00 Grand Total 612 . 00 612 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Irm F,L" k B �A CITY OF ATLANTIC BEACH ()(J :- s1 POOL PERMIT APPLICATION '*•Jif c}• Date: ©' LA- 04 Job Address: �1 ��%�bl �-vl� Owner: Aue l i ST-naL Phone: S13 -6037 V Contractor: \K 1 11,17 �LiS c� �Pf(X- �sv,LLQ �N C Phone: Address: 31$0- ©�l �� �l� l� �'1 3aaS� Fax: SC�S�`1-{�ly City : ` State: � Zip Code: Valuation of Proposed Construction: wog �-1 Gallons: U-,pZ)O *Impervious Surface Calculation: • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatlantic-beack.fl.us Revised 3/04 z' #FLOR4A -FLORIDA DEPARTMENT OF W ENVIRONNIFNTAL PROTE CITION NOTICE TO PROCEED I'rrmit Number: DU-3�2 Permittee: Permit Expires: September 14, 2007 Allen J. Steel, Tru .tee c/o Kevin Partel Coastal Consulting & Restoration. P.A. 4230 Myrtle Street St. Augustine, Florid;t 32084 You are hereby grant.id final authorizu,ion to pros Lied with the construction or activities ;tuthorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all cor iitions includim,, preeon�'truction requirements included in the final order. A brief description o. the au ,ntz,:d w(.rk f� lows. Pro,lect D(.criptiol : Construction of a `:lndward sw1w,1111 �, h� A �md s �,t, Other su-ucuir,s/ac(tvtUcN. excavation and placement of fill. Project I ocatiott: Bet cct. appt�yximat ly 585 feet and 635 feet s, .tth )f the Departn,..,nt Environm ital Prcxectiot re(erenc mon; ner, R- 13, in Du al County. Projekt address: 189. Be;.. n Avenue Atlantic Beach. Special Instructions: A prcconstriction cot,:ere�.�:e is requ11'e(1. Questiot s rqarding the hermit or t. ;s not cue shoulu be (iirected to ine undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 300 L� I - �r7 • Tallahassee, Florida 32309-3000 DU of otice Wil Iia i1 inson, ES Telephone (850) 488-3180 WW/sc cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Allen J. Steel, Trustee, Property Owner City of Atlantic Beach Building Official DEPFo=13-131(Rev.IM9) Post Const icuously on the Site 5 MN. RETURN PHONE #222-- � NOTICE OF COMNIENC;Ti21°6 Page 1,1325 T�-� - _ - p State of Ri O/.} Tar Folio No. County of 3)V, %J-AL- To ALTo Whom It May Concern: The undersigned hereby informs you that improveme!,ts will be made to certain real property, and in accordance with Section 713 ) the Florida Statutes, the following information is stated in this NO I'ICE OF COMMENCEM NT. Legal Description of property being improved: Lor 149 N1)97lt AZL4A1kC UEA&M+ Qfi�t.tT 1ko Address of property being improved: � c* �C 2, 3 General description of improvements: W r Phr�ni r.9 L✓ 6c5L Owner: _ -til V_ Address: -7AR& { 1 1� 3ZzZ 3 Owner's interest in site of the improvement: ( Fee Simple Titleholder(if other than owner): qfoName: toy: — QN V kt.,t JAC Address:—(�l RD` 7j JQ �(, al 15-7 D�oc�,#.EtI 4338224 Telephone No.:�_ g��- 9 L{ Page:N. 1825 p Fax No: fled $ Recorded Surety(if any) ' 10/21/2004 12:34:05 Pn Address: Amount of Bond sCLERK C�OURT MUVHL L� Telephone No: !_ Fw; No: RECORDING f 5.00 UST FUND t 1.00 Name and address of any person making a loan for the construction of the improvements REC ADDITIONAL $ 4.00 Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself; designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: 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 OW Signe A — Date: /O Betore me this ay in the County of Duval,State Via!' ,- CARRIE DUNLAP Of I lon a,has personally a ed ee ?.. Notary Public,State of Florida Notary Pu ate of Florida,County of Duval. h P My comm.expires Feb. 14,2006 Nd_ commission expires: C>Z o 0(p Comm.No.DD 092725 Personally Known:X or Produced Identification: �1ts�`E STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management Bureau of Beaches and Coastal Systems FLORIDA ' 3900 Commonwealth Blvd. -Mail Station 300 Tallahassee, Florida 32399-3000 {850)487-4475 PERMIT NUMBER: DU-352 PERMITTEE Allen J. Steel, Trustee c/o Kevin Partel, President Coastal Consulting & Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on July 19, 2004 and was determined to be complete pursuant to rule on July 19, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee 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 Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: September 14, 2007 LOCATION: Between approximately 585 feet and 635 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project Address: 1897 Beach Avenue, Atlantic Beach. PERMITTEE: Allan J. Steel, Trustee PERMIT NUMBER: DU-352 PAGE 2 PROJECT DESCRIPTION: Landward Swimming Pool And Spa 1. Location relative to control line: A maximum of 49.0 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 25 feet in the shore-parallel direction. 3. Type of construction: 6-inch thick reinforced concrete pool shell on piles. 4. Deck elevation of swimming pool: +23.0 feet (NGVD). 5. Bottom elevation of pool shell: +15.5 feet (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: At grade. 8. Volume of excavation: 87.5 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 87.5 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From approximately 20 feet to 49 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 6 feet below existing grade. 4. Volume of fill: From excavation approximately 87 cubic yards to be placed a maximum of 166 feet seaward of the control line. Other Structures/Activities 1. A frangible concrete swimming pool deck a maximum of 38 feet in the shore-normal direction by 44 feet in the shore-parallel direction a maximum of 57 feet seaward of the control line. 2. A 4-foot high aluminum pool fence is to be located a maximum of 57 feet seaward of the control line. PERMITTEE: Allan J. Steel, Trustee PERMIT NUMBER: DU-352 PAGE 3 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 Bureau of Beaches and Coastal Systems 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. Please page Ms. Bobbie Nelson at ($77)3141329 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer 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 so as to provide maximum protection to the existing vegetation located on the site. 3. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this VL(]--day of 4� 2004, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT ;Bureau rida FILED, on this date, pursuant to 5120.52 of nvironmental Protec on Florida Statutes, with the designated Department Clerk, receipt of which is herebyacknowledged. eaJP ., Program Administrator y each and Coastal Systems (Vpu�ty%erk a CITY OF ATLANTIC BEACH OCT 1 1 2Q0 J POOL PERMIT APPLICATION -r r„ BY: Date: Job Address: &-WA A-VI Owner: A c-m -2,1� Phone: 213 -6037 � Contractor: V IIJ�-r �o� 0�5 �Pic6�svrLLC Z)gC Phone: $b p- RCA Address: �J%o- _S`7 Fax: S$6-4544 City : State: 1PL Zip Code: ZZS-7- Valuation Valuation of Proposed Construction: E,t�E �-` Gallons: 12-,pO *Impervious Surface Calculation: • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two'(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.stlantic-beach.fl.us Revised 3/04 L F1oa� FLORIDA DEPARTMENT OF ENVIRONA/IFNTAL PROTEA:~TION NOTICE TO PROCEED Permit Number: DU-352 Permittee: Permit Expires: September 14, 2007 Allen J. Steel, Tru -tee c/o Kevin Partel Coastal Consulting & Restoration. P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all con litiorrs including preconstruction requirements included iri the fir, l order. A brief description of the au; orized work 6 'lows. Project Description : Construction of' a Landward swimming p1�ol and spa, other structures/activities, excavation and placement of fill. Project Location: Bet een approximately 585 feet and 635 feet sk,uth of the Departm nt Environm� ntal Protection referenc monr new R-43, in Duval County. Project address: 189_. Bea._n Avenue Atlantic Beach. Special Instructions: A preconstruction coid'erence is required. Questior:s regarding the permit or 0.Is notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 300 �� / Tallahassee, Florida 3231)9-3000 Da of otice Will lia Wil 'nson, ES Telephone (850) 488-3180 WW/sc cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Allen J. Steel, Trustee, Property Owner City of Atlantic Beach Building Official DEP Form 73-131(Rev.10/99) Post Consf,,icuously on the Site ptotE(t10 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management ,I Bureau of Beaches and Coastal Systems IDA ' 3900 Commonwealth Blvd. -Mail Station 300 FLOR Tallahassee,Florida 32399-3000 (850) 487-4475 PERMIT NUMBER: DU-352 PERMITTEE Allen J. Steel, Trustee c/o Kevin Partel, President Coastal Consulting &Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on July 19, 2004 and was determined to be complete pursuant to rule on July 19, 2004. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas onto 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 Rule 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee 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 Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: September 14, 2007 LOCATION: Between approximately 585 feet and 635 feet south of the Department of Environmental Protection's reference monument R-43, in Duval County. Project Address: 1897 Beach Avenue, Atlantic Beach. PERMITTEE: Allan J. Steel, Trustee PERMIT NUMBER: DU-352 PAGE 2 PROJECT DESCRIPTION: Landward Swimming Pool And Spa 1. Location relative to control line: A maximum of 49.0 feet seaward. 2. Exterior dimensions: 24 feet in the shore-normal direction by 25 feet in the shore-parallel direction. 3. Type of construction: 6-inch thick reinforced concrete pool shell on piles. 4. Deck elevation of swimming pool: +23.0 feet (NGVD). 5. Bottom elevation of pool shell: +15.5 feet (NGVD). 6. Maximum depth of swimming pool: 6 feet. 7. Height of pool deck above existing grade: At grade. 8. Volume of excavation: 87.5 cubic yards. Excavation/Fill 1, Total volume of excavation: Approximately 87.5 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From approximately 20 feet to 49 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 6 feet below existing grade. 4. Volume of fill: From excavation approximately 87 cubic yards to be placed a maximum of 166 feet seaward of the control line. Other Structures/Activities 1. A frangible concrete swimming pool deck a maximum of 38 feet in the shore-normal direction by 44 feet in the shore-parallel direction a maximum of 57 feet seaward of the control line. 2. A 4-foot high aluminum pool fence is to be located a maximum of 57 feet seaward of the control line. PERMITTEE: Allan J. Steel, Trustee PEPdMTr NUMBER: DU-352 PAGE 3 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 Bureau of Beaches and Coastal Systems 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. Please page Ms. Bobbie Nelson at ($77)314-1329 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer 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 so as to provide maximum protection to the existing vegetation located on the site. 3. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this U'—day of 2004, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT e f Florida FILED, on this date, pursuant to 5120.52 Depar ment of nvironmeJ Florida Statutes, with the designated Department Clerk, receipt of which is herebyacknowledged. on D. e P , Program Administrator 4pu Clerk a Y Bureau Beach and Coastal Systems Cc: CITY OF ATLANTIC BEACH D. Ford J r BUILDING / ZONING DEPARTMENT �. "i i oer I' J 800 Seminole Road Atlantic Beach,Florida 32233 ;;,,` (904)247-5800 E J231�f (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # oil - m26 t 26 , Property Address: 1897 U A C P AV f-N u'E Applicant: Y 1 K 1 N G POOL 5 OF J�C VAG V 1 VLE J�I C . Project: 5W 1 MMI N Cs ?00L This permit application has been: Approved ❑ Reviewed and the following items need attention: Please re-submityo application when these items have been completed. Reviewed By: �iw Date: /U � 12-'0 Cc: i!rLt,i CITY OF ATLANTIC BEACH D. Ford J _ BUILDING / ZONING DEPARTMENT oer sW ss1 800 Seminole Road J yr Atlantic Beach,Florida 32233 ? _» (904)247-5800 f`Dill!) (904)247-5845 Fax '" PLAN REVIEW COMMENTS Permit Application # 04f ' 2°112 6 Property Address: ! 91 9004 4 N�NU E Applicant: V ilk)N p00>^S 0� OA C�60N V q nNI C. Project: -SWIMMING pm- This This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: _ _ Date: 161(6 L J Doc#2005062783,OR BK 12313 Page 950, Number Pages: 1 Filed&Recorded 0212512005 at 12:35 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$1000 NOTICE OF COMMENCEMENT State of_ n,*.4. Tax Folio No. County of pJilArL+ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: General description of improvements: (1E& ExF�tla'r°u Dt�KS' Owner: A l t^ 'T ' t-e 42 Address .l i ,.1`� (.��a rr^o r� 6� `J� � t- Owner's interest in site of the improvement: 8 ", I d, n 4a`tC 5 Fee Simple Titleholder(if other than owner): Name: A its►n `W' 6-- Ad *s: --Address: l(?y R-r ^o+k Ox j&X F C 3 7-17—(e f Contractor: jus7hj KTNG V Address: 5-720 Hillema hL L 6 2 Z-2- Phone No:1 (p$ Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address ofperson 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 maybe served- Name: Name: C, I i n.k- �.4%L.t c " Address: 4 ss ,ou t ry Lv Phone No: h r>t, - i` - fo t�,r� -�- Fax No: !ag, In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in _- Section 713.06(2xb),Florida Statues. (Fill in at Owner's option). Name: N`A Address Phone 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): TIUS SPACE FOR RECORDER'S USE ONLY -- R igned: _.__.._ Date: 2�' 1= B ore me this / day of <°/ t-"li�^ in the County of Du to ofFlorida,has personally appe red A lteli .-. >Ie&ie, Notary Public at Large, State of Florida,County of Duval. My commission expires: /4 - J--c 014, Personally Known: L--J or Produced Identification: r•`'.•' KI- DUNLAP p :.: Notary Public,State of Florida My comm.expires Feb.14,2006 Comm No, nn 092725 � sy y �< fix'. CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029056 Date 9/22/04 Property Address . . . 1897 BEACH AVE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ - ----------- ------------------------ CARTER, CLINT OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------------------------------- --------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE . 04.r, C - Imak BUILDING OFFICIAL Cc: �s1V, .� CITY OF ATLANTIC BEACH D. Ford r� BUILDING / ZONING DEPARTMENT "' ' s 800 Seminole Road S. Doerrr Atlantic Beach,Florida 32233 (904)247-5800 x,31 (904)247-5845 Fax r� PLAN REVIEW COMMENT Permit Application # 7 Property Address: 1�q - OCA U-) /11�) VTC(A Z. Applicant: li D(-51'1 r) Project: DuOr L�JAJ This permit application has been: Approved F-9 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: V 3(��3(( Cc: sy�yr CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT Doerr s 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application -.8012- Property Address: � �'�''�L��� J121\ Applicant: 1 Project: Lf : ��1,� � � �'►� This permit application has been: E Approved Reviewed and the following items need attention: Please re-submit you application wlthese items have been completed. Reviewed By: - Date: r� CITY OF ATLANTIC BEACH � ,r BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) , Date: Job Address: 9 7 n LL Asien%j . . Owner of Property: S Address: I �4 7 Rac J P y'1 V <' Telephone: Legal Description: Block Number/: Lot Number: Zoning District: Contractor: G�,, ]f1�� 4 Nil,A d- Ca.,,5L LCA t State License Number: Contractor's Addres j (� 1 ` S�d�� d ( TC1r 1r 5 04�� �'� J�eac E1 322S�t Telephone:(q b j) )y q" 4 082- Fax: �O y 14 M -" D 3 Q Describe proposed use and work to be done: ,sd j 04 6e61- L via) n® vv r Present use of land or building(s): ✓I. d -e Valuation of proposed construction: v What are the dimensions of the added spa — _feet x feet Will the added area be heated*and cooled? , y New electrical or increase in service? Add plumbing fixtures? 9& Add fireplace? �J c Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? IV t' If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? YO. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hail,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certifEthi ormati, vided withthis application is correct. Signature of o Date•I hereby certiad and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the pl and supporting data have been or shall be provided as required. Signature of Contractor: Date: Y Address and contact information of person to receive all correspondence regarding this application (please print). Name: f 1 ' Mailing Address: ! 3 2 ffmc q �� Telephone: bog )214 1-oA 7Fax: y ) zy r-(,3!`(Z E-Mail: �� ���5 rYKQ C&dd of C1 I . n&T AS TO OWNER: Sworn to and subscribed before me this 1.-- day of ,20 State of Florida,County of Duval Notary's Signature: [v�Personally known YPU Angela M.DeWitt ❑ oanmission#DD 0732 Produced identification Type of identification produced=• .C .�_ mains Nov. 19, 2005 OOFF'F • A'iaztaC BO-.di AS TO CONTRACTOR: 1 ''fill%% Sworn to and subscribed before me this Z. day of �� t—c_ l'� , 20_D�f State of O;��pY�Pj:/, DAVID J.ABRAHAM ; = MY COPJMISSION#DD 138284 Notary's Signature: EXPIt�E S.July 31,?OOfi �•:F dr f�,, Bonded Thru Nctary Public UnderWrltPTS -Personally known Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 BP006U01 CITY OF ATLANTIC BEACH 4/01/04 Edit Narrative 9 : 17 : 29 Application number, type 04 00028012 RESIDENTIAL ADD/RENOVATE/AL Property address . . . . . . 1897 BEACH AVE Type information, press Enter. Approved subject to construction in accordance with FDEP Permit No. 8017600-DU issued 01/27/04 . More. . . F3=Exit F5=Copy line F6=Insert line F7=Delete line F24=More keys �J FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Wetland Resources 3900 Commonwealth Blvd.-MS 300 Permit Number: —8017600 _ D Lf Tallahassee,FL 32399-3000 (850)487-4475 No.ojPagesAnached:--1' K FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES ' FINDINGS OF FACT AND CONCLUSIONS.OF LAW. The request for a permit was considered by the staff designee of the Department of Environmental Protection and found to be in cornptiartce with the requirements of Chapter 62B-33,Florida Administrative Code(FAC.). Approval is specifically limited to the activity in the stated location and by the project description,approved plans(if any),attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62- 4.100,FA.C. PROJECT LOCATION: -So °'�T t 417 R . /g9JFt PROJECT DESCRIP'T'ION: C." -0,V S nP V a TJ`a 4 Vr4 r'= !=T N/i E' ki fie x Y G e o F V F' T y? ;-�ca �✓ /�E�2 epi 7"c 0 E. 4- V t4 - ✓t4 L e:) F Mt lG W Er"D S 4 sc"I oA '-5 Ft r'V C 6- /J t1Vr e-) �= Sy D ice. p L I r v T" v/1 7"f-! r✓�'/<, l�.a�� ini�, ri�U����P i!t 5. SPECIAL PERMIT CONDITIONS:.,This permit is valid only after all applicable federal,state,and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit tither special conditions of this permit include , /Y7 cj5y =- r,:�E 77Y;, T-y.. ., , S� TibsJC <' 0 nlS M 770 % /YI E"IV T s. (ill L K 6>—X- ( 1)r r .6 0,/(U t I-*) STANDARD PERMIT CONDITIONS: The permittee shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either Is�) c owner of the subject property o1 (1b)I have the owner's consent to secure this permit,on the ownces behalf,and that(2)I shall obtain any appli enses or permits which may be required by federal,state,county,or municipal law prior to commencement of the autho' (3)I acknowledge that the authorized work is what I requested;and(4)1 accept responsibility for compliance with all permit '' d , Applicant's Signature 4 Date ' . Z 7 Telephone No. Applicant's Printed Name :" ` `�" '' Address If applicant is'an agent .:. . printed nanre'p U1ty owner property owner's address property owner's telephone no. DEPARTMENT FINAL ACTION AND', 6 AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Protwtion by the undersignW'staf desig 6e and filed on flus date,pursuant to section 120.52,F.S.,with the undersigned designated Deputy Clerk;ioceipt of which is hereby ae novvkdged.aM+�l ar^ i p' S1t�'Desrgnee/De C 1 f Printed Nance o�Desig»ee/Deprety Clerk , D k y.`..ds " +43k3��A5r".�, +°'U't°" '� PUBLIC NOTICE IS ON THE BACK OIr4T p1: Fr EXPIRATION DATE. (Emergency permits issued ppursuant to Sxtiom 6?tB- 3 b1l., .A C:,are valid for more than ninety days and ere is v or no more ' than 12 monthsr The staffdesrgnee may net wt� EMEROENCYPElt1�IIT; Nth Approved plans are attached:^ UYE.S IsrNo e POST PEI .-�r.e �� Y. ��:��, •. ,. .: f;� �� . PB .YC NOTICE CONSPICUOUSLY ON THE SITE DEP Form 73-122(Rev. 12/02) 1 A7dte Copy-I'Wlahassis Qfflce] (Yellow Copy-Applicant] (Pink Copy-Staff Designeel J J� ,• °~ °` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 'V�Jif1�� Application Number . . . . . 04-00028012 Date 4/08/04 Property Address . . . . . . 1897 BEACH AVE Tenant nbr, name . . . . . . DUNE WALKOVER Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 10000 Owner Contractor ------------------------ ------------------------ STEELE, ALLEN J. CUTTING EDGE DESIGN & CONSTRUC 1897 BEACH AVENUE 1320 1ST ST NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4082 --------------------------------- ------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00 TValuation . . . . 10000 ------------------------------ ------------------- Ient s )NSTRUCTION IN 'ERMIT NO. 7/04 . rged Paid Credited Due City of Atlantic Beach 80 . 00 80 . 00 . 00 . 00 *** CUSTQMER RECEIPT *** 40 . 00 40 . 00 . 00 . 00 er: DSMITH Type: DC Drawer: i 120 . 00 120 . 00 . 00 . 0 0 te: 4/08/64 01 Receipt no: 46828 scri tion Quantity Amount 4 28012 Bp BUILDING PERMITS f120.00 Tender detail 1145 $120.00 CK DECKS ;120.00 Total tendered $120.00 Total payment Trans date: 4/08/04 Time: 14:42:52 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , )., C - t4o-k BUILDING OFFICIAL BUILDINGS AND BUILDING REGULATIONS § 6-30 tions. Underground utilities, excluding pad transformers and vaults, shall be floodproofed to prevent infiltration of surface water expected under design storm conditions or shall otherwise be designed to function when submerged under such storm conditions. (b) All residential dune crossover structures shall be constructed in accordance with the beach dune walkover design as displayed in the plan attached to Ordinance No. 25-96-29, and a copy of which will be kept in the city clerk's office and the office of the building official. Walkovers will have strict adherence to this design and shall not vary more than ten (10) percent in height to allow for changes in topography of the dune system. B E A C H D U N E W A L K O V E R OWPOW I II ItN __ TA Mill— T Y P I C A L P 'l A 'N sxe QRaaNQ SCALE: 1 /4' + t '**O• 2X$DOX NOT arm b U"EMS 97t1�SIIg11Ci y, [i� 17{�JONY /l3L,OPC S�A QVN[ KAM PROFlLF ♦IGS SUPPORT �sr NOTES- TO T—tl' TY1, F 0' TYPICAL SECTION Qesnw[sssrsitel_ SOAL6t i 4POM a�t,QL : \004" PRO�iLR xs�,�wax sr� r�!MIZ (►y1 WN DPW=BECKS") �t12�Mx. STAwMNQMPLACE of ON WACH 91067'Yi11GK AIION T LR�rEA ARCM" SorPPOqi$K LL NOT OR EWIT NOASRC CWS: (Ord. No. 25-86-17, § 1, 2-24-86; Ord. No. 25-96-29, 9-23-96) Secs, 6-25-6-30. Reserved. Supp. No.29 410.1 § 6-24 ATLANTIC BEACH CODE Sec. 6-24. Same—Nonhabitable major structures; residential dune crossover struc- tures. (a) Nonhabitable major structures need not meet the specific structural requirements of section 6-23,except that they shall be designed to produce the minimum adverse impact on the beach and dune system and shall comply with the applicable standards of construction found elsewhere in this code. All sewage treatment and public water supply systems shall be flood-proofed to prevent infiltration of surface water anticipated under design storm condi- tions. Underground utilities, excluding pad transformers and vaults, shall be floodproofed to prevent infiltration of surface water expected under design storm conditions or shall otherwise be designed to function when submerged under such storm conditions. # ; ? 1 # i; arrstac; '? ? &= iaLttstrttd erri1tlae ::.:....:.:::::::::.............. beat?;d ne tivalkover.design as d0.a`yecl i 3:tk�e.�lan at ached to�?xc1t Nv 25A9 29:-a d a fogy ? jicI� will keit m tiel y cle 's Qi anflieoff co of tlls:.tatidtng. �� 1: Walkaii, ha stx*(adherence tlz.s tkssgnnd sl :hdt-.va>� a�ar th4 s ,1 ): pen height:to allow fu. cls ziges iri:.toggraphy,of the lune system. ( rd:No : 5=86 Sec. 6-25. Same—Minor structures. Minor structures need not meet the specific structural requirements of section 6-23 except they shall be designed to produce the minimum adverse impact on the beach and dune system and shall comply with the applicable standards of construction found elsewhere in this Code. (Ord. No. 25-86-17, § 1, 2-24-86) Sec. 6-26. Same--Location. Construction, except for elevated walkways, lifeguard support stands, piers, beach access ramps, gazebos, and coastal or shore protection structures, shall be located a sufficient distance landward of the beach to permit natural shoreline fluctuations and to preserve dune stability. Construction, including excavation, may occur to the extent that the natural storm buffering and protection capability of the dune is not diminished. (Ord. No. 25-86-17, § 1, 2-24-86) Sec. 6-27. Same—Public access. Where the public has established an accessway through private lands to lands seaward of mean high tide or water line by prescription,prescriptive easement, or any other legal means, development or construction shall not interfere with such right of access unless a comparable alternative accessway is provided. The developer shall have the right to improve, consolidate, or relocate such public accessways so long as they are: (1) Of substantially similar quality and convenience to the public; (2) Approved by the local government; and Supp.No. 18 412 B EA C N D U N E W A L K u STEPS AS REQUIRED 2X8 SUPPORT 04 SUPPOK, BEAMS POST 2X8 JOIST 1L M III N I II I I II{I 2X8 JOIST II II I I III II I I II II � II II II III { 2X8 JOIST-u 4 i L u-ji ujV U-u U-u I p u-u 2X6 DECKING T Y P I C A L P L A N SCALE : 1 / 4 " 1 - 0 " 2X6 DECK TO OCEAN HOT DIPPED GALV BOLTS dt WASHERS 2X TREADS , '" -,,,, 2X12 STRINGS 2X8 JOIST /209E RAMP ! SLOPE 1 cr 2" {2} 2X8 SUPPORT _z BEAM 0' DUNE � PROFILE a0 4X4 SUPPORT I POST NOTES. us ALL LUMBER TO BE 8 PRESSURE TREATED J ALL CONNECTIONS TO 7'-T TYP. _� HOT DIPPED IPED GALVANEDE T Y P I C A L S E C T 1 C N OR STAINLESS STEEL. 04 MAX. SUPPORT POSTS SCALE . 1 f 4 " 1 ' 0 " 2X10 MAX. SUPPORT BEAMS \BEACH STORM PROFILE 2X12 MAX. STAIR STRINGERS{MAXIMUM EXPECTED RECESSION} 2X12 MAX. JOISTS2" THICK MAX. DECKING "t`E STEPS ON BEACH SIDE "UUM BEACH RECESSION SUPPORT POST SHALL NOT BE ENCASED IN CONCRETE. AGENDA ITEM#8C MAY 24,2004 VIA FACSIMILE May 17,2004 Jim Hansen City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 322333-5445 Dear Jim, I would hike to thank you for taking the time to meet with the Christopher Kathe the design engineer and myself last Friday in an attempt to resolve the walkover issue at 1867 Beach Avenue. I had hoped that after pointing out the error and inconsistencies contained in City Code 6-24 we could proceed with a correcting the code quickly resolve this issue. However since modifying the code requires approval of the city council I suggest we precede with that process immediately. At your request I am writing this letter to enumerate the errors in city code 6-24 so that I may address the powers that be and have these errors corrected The errors are as follows: 1) The intent of the city as explained to me by the building official was that the bottom of the stringers for the walkover be placed at 25 inches and that this dimension is maintained as closely as possible.This dimension is called out on the city drawing as 25 inches minimum.There is no maximum dimension stated When this occurs on a drawing there is no maximum other than the maximum building height of 35 feet..It is impossible for a professional constructing these structures to ascertain that the intent of the City of Atlantic Beach is to keep these structures close to the 25 inch minimum.I have been told that several of these structures were built far above that height and requested to be demolished and reconstructed undoubtedly causing damage to the dune system.This is a blatant error which needs to be amended.If the intent is 25 inches the word minimum should most definitely be omitted. 2) The code stated that the height of the walkover shall not vary by more that ten percent in height to allow for changes in topography.This is an impossible standard to construct.For this dimension to be held the walkovers would be a series of steps.This is due to the radical changes in topography associated with dunes.This is not only extremely damaging to the dune system but is in direct conflict with state building code 1007.5.1"Stairways shall be equipped with handrails located not less than 34 inches nor more than 38 inches above the leading edge of a tread."It has been argued by some that walkover steps do not classify as stairways.i contend that if an elderly person or child is walking down 5 or 6 steps in a strong northeast wind that there is a great risk of fnjisy attempting this without a handrail. 3) The next error is associated with safety.The Florida Building code specifically states in section 1015.1 that"Ali unenclosed floor and roof openings,open and glazed sides of landings,stairs, balconies and porches which are more than 30 inches above finished ground level or a floor below shall be protected by a guardrail.Although some believe this is not required because the surface below is sand,I strongly disagree.Since the bottom of the stringer is 25 inches minimum and the stringer and deck board are almost 10 inches the walkovers are easily 3 feet above ground in some areas.I believe strongly that handicapped children like the one that resides at this home and the elderly are at significant risk 1 further believe that the City of Atlantic Beach could face serious litigation for instituting design standard in conflict with state building codes. Cl L660-ibZ-b06 Puy u2tsa0 09P3 gut'44n3 d10={'0 b0 LI ReW AGENDA ITEM#8C MAY 24,2004 4) The most disturbing error in this particular case is the inability to build a handicap accessible ramp to meet city standards 6-24.The standard does not allow for changes in height of more than 10% over the dune.Assuming that the minimum callout was omitted there remains a huge problem. Given the fluctuations in topography of virtually every dune in the city,it is impossible to build a handicap ramp would have to follow the topography of the dune system.A handicap ramp must have no more than a l inch rise in 12 feet.By instituting this system the City of Atlantic Beach has made it impossible for a handicap person to build a ramp to access the beach.Clearly this was not the intent of the city's ordinance.It just so happens that a handicap child inhabits the house where the ramp in question is being constructed.l believe anyone with any disability should be able to access the beach.This standard precludes almost any disable person from constructing a walkover. A visually impaired individual would have no handrail and would fall some 35 inches to the ground.An elderly person I believe is at considerable risk without the aid of handrails.An a person in a wheel chair would have to negotiate slopes four to five time the allowable standard. In conclusion,I apologize this letter was not better written.I was told late Friday afternoon 1 had to submit the letter on Monday and was out of town over the weekend.Hopefully enough information is contained to alert the council that a change needs to be made to correct this code.The mother of the handicap child is adamant that her child should be able to enjoy a safe walkover.I agree with her wholeheartedly. I also believe the code in its current state is unsafe and denies accessibility to many individuals.I have been a design engineer all of my life.I have work on the most sophisticated drawings on the face of the earth.I will gladly donate my time to help generate a better code.I will gladly debate the effectiveness of this code with any design professional anytime.I assume a licensed Architect developed this drawing.I believe he should be challenged as to the conformance with dimensioning and toleraning per the American National Standards for drawings and related documentation practices. is'R illespi PS My cell phone number is 813-8334 and I have it with me at all times C'd LGCO-Tt,2-*,06 Pud u2tza(I 09p3 9uiqgn0 d10=b0 *0 LT reW AGENDA ITEM#8C MAY 24,2004 To: Jim Hanson, City Manager From: Don C. Ford, CBO Date: May 17, 2004 The dune crossover Ordinance 6-24(b) was passed by unanimous approval on 9/23/96. The purpose of the ordinance was to create a low profile residential walkover structure without handrails. This structure would allow homeowners to access the beach without creating a structure protruding from the dune. The approved crossover was reviewed and approved by the Florida Department of Environmental Protection. The DEP has issued six permits to construct the approved designs. On May 11 th we went to 1897 Beach Avenue to answer a complaint of a'walkover being built "very high" above the dunes. Our inspector revealed a structure being built which was over 7 feet above the dune in one area. The entire structure averaged more than 4 feet above the dune with handrails another 36"+ above the deck. We placed a stop work order on the project and met with the contractor to review his approved plans. The permitted plans were "red lined" to show needed changes in the project. The contractor was given a copy of Section 6-24 with the approved drawing. Our reply to the contractor letter of May 17 follows by item number. 1. Minimum dimension on the example drawing is the minimum required by the DEP to be maintained above the dune. The maximum is controlled by the section of the ordinance that states "height shall not vary more than 10 Percent". The statement about structures being demolished is not accurate. We have six crossovers constructed since this ordinance was adopted with no complaints. 2. Steps have been installed in areas where the topography has extreme changes. Handrails are allowed at very high steps. Reference to Chapter 1007.5.1 is taken out of context. This chapter is for "Type I and 11 buildings, Groups A-1 and Group I buildings, and all other buildings three stories or more in height or occupied by more than 40 persons above or below the level of discharge". 3. References to Chapter 1015.1 are taken out of context as this section refers to buildings and stairs, ramps, balconies etc., that are a part of the building. 4. The approved drawings do not refer to the structure as being a handicap ramp. As such no stairs are allowed. AGENDA ITEM#8C ' MAY 24,2004 BUILDINGS AND BUILDING REGULATIONS § 6-30 tions. Underground utilities, excluding pad transformers and vaults, shall be floodproofed to prevent infiltration of surface water expected under design storm conditions or shall otherwise be designed to function when submerged under such storm conditions. (b) All residential dune crossover structures shall be'constructed in accordance with the beach dune walkover design as displayed in the plan attached to Ordinance No. 25-96-29, and a copy of which will be kept in the city clerk's office and the office of the building official. Walkovers will have strict adherence to this design and shall not vary more than ten (10) percent in height to allow for changes in topography of the dune system. BEACH DU N E WALK -OVER .....Sun -KOu+R Zxa 4Xi sUPPoat WAWS PoSI jow N p Nq NU { 2X6 We" tYPIC � 1; PLAN SCA1.E; 1 /4' w 11- 0' 2106 DECK ,g TO OCEAN, NOT CPP4J OAIY BO[.1S IM�St U TRFJOS 3x171 ST"Na 1k3,dOlST RAMP 7S1APE a BEAMOtAiE � PRaFAE 4X4 SUPPORT NATES: ++ PAR£S4uElm tU +L-Ca MMONS TO ac wr offe w YAmm T Y P I C A L S £ G T 1 0 N °R ' gSMEL S C r t E I 114' w t • _ O. 4X4 MAX SUPPORT POSTS . 2X1O " SWOORT WAMS AEACti SIOtiM PROFILE 7X12 NAX, STAIR. STRWGM (MA MUM 1"ECTED RECESSION) 4X11 NAY: 10N ift-0r' 2' THICK MAIC OECKIIO NOTES PUCE STEPS ON BELCH .%K EVET; . nm VEctT�nON TO LOF WXNUN WACPI RECESSION SUPPORT POST SNAt NOT OURND A SEVERE STORY, aE ENCASED IN CONCRM. (Ord. No. 25-86-17, § 1, 2-24-86; Ord. No. 25-96-29, 9-23-96) Secs. 6-25-6-30. Reserved. Supp. No. 29 410.1 v.w.,Ywsw VVafyKaYKVaa . •ay.• yKL�u1.GJ . �4VV✓ "ViIV✓✓✓-� VVVKVaa ... --..---_--__a_ „ r a i ContactHeip Florida Senate f1seni May 19, 2004 ,p Home Select Year: 2003 C Session Committees Senators ► The 2003 Florida Statutes Information Center 0 Title_XXXIII Chapte553 Statutes 6t Constitution 0 REGULATION OF TRADE, COMMERCE, BUILDING CONSTRUCTION Lobbyist Information ► INVESTMENTS, AND SOLICITATIONS STANDARDS 553.73 Florida Building Code.-- Session: 2004 Bili r: Go (1)(a) The commission shall adopt, by rule pursuant to ss. 120.536(1)and 120.54, tt Building Code which shall contain or incorporate by reference ail laws and rules whi Search Bill Text and govern the design, construction, erection, alteration, modification, repair, and public and private buildings, structures, and facilities and enforcement of such laws Session: 2004 except as otherwise provided in this section. Chamber: Senate J ® (b) The technical portions of the Florida Accessibility Code for Building Constructioc contained in their entirety in the Florida Building Code. The civil rights portions and Search portions of the accessibility laws of this state shall remain as currently provided by i revision or amendments to the Florida Accessibility Code for Building Construction p Search Statutes 11 shall be considered adopted by the commission as part of the Florida Building Cod commission nor any local government shalt revise or amend any standard of the Flor Year: 2003 ® Accessibility Code for Building Construction except as provided for in part II. Search (c) The Florida Fire Prevention Code and the Life Safety Code shalt be referenced ii Building Code, but shall be adopted, modified, revised, or amended, interpreted, ai Fi • by the Department of Financial Services by rule adopted pursuant to ss. 120.536(1) ; Florida Building Commission may not adopt a fire prevention or lifesafety code, and Enter Your zip+4 Code: Florida Building Code shalt affect the statutory powers, duties, and responsibilities c ®Go official or the Department of Financial Services. (d) Conflicting requirements between the Florida Building Code and the Florida Fire f kJGotAaW it , ,,,,,,, �; Code and Life Safety Code of the state established pursuant to ss. 633.022 and 633.( R..dw resolved by agreement between the commission and the State Fire Marshal in favor requirement that offers the greatest degree of lifesafety or alternatives that would Wrfequivalent degree of lifesafety and an equivalent method of construction. If the con r1• •� •� ,•,�,� State Fire Marshal are unable to agree on a resolution, the question shall be referrer mediator, mutually agreeable to both parties, to resolve the conflict in favor of the offers the greatest lifesafety, or alternatives that would provide an equivalent degr, and an equivalent method of construction. NUkA►'1IS S (e) Subject to the provisions of this act, responsibility for enforcement, interpretat regulation of the Florida Building Code shalt be vested in a specified local board or words"tocat government"and"local governing body"as used in this part shall be con exclusively to such local board or agency. h*tr-Punuvu_flsenate.gnv/Stntirtes/indeY.cfm?App mode=Disvlav Statute&.9enreh Strinv= 5/19/?004 available to the general public in a usable format. The State Fire Marshal is responsi establishing the standards and procedures required in this paragraph for governmen* respect to applying the Florida Fire Prevention Code and the Life Safety Code. (b) Local governments may, subject to the limitations of this section, adopt amends technical provisions of the Florida Building Code which apply solely within the jurisc government and which provide for more stringent requirements than those specifier Building Code, not more than once every 6 months. A local government may adopt t amendments that address local needs if: 1. The local governing body determines, following a public hearing which has been newspaper of general circulation at least 10 days before the hearing, that there is a strengthen the requirements of the Florida Building Code. The determination must t review of local conditions by the local governing body, which review demonstrates t data that the geographical jurisdiction governed by the local governing body exhibit to strengthen the Florida Building Code beyond the needs or regional variation addro Florida Building Code, that the local need is addressed by the proposed local amend the amendment is no more stringent than necessary to address the local need. 2. Such additional requirements are not discriminatory against materials, products, techniques of demonstrated capabilities. 3. Such additional requirements may not introduce a new subject not addressed in Building Code. 4. The enforcing agency shall make readily available, in a usable format, all amend pursuant to this section. 5. Any amendment to the.Ftorida Building Code shall be transmitted within 30 days adopting local government to the commission. The commission shall maintain copie! amendments in a format that is usable and obtainable by the public. Local technical shall not become effective until 30 days after the amendment has been received an. the commission. 6. Any amendment to the Florida Building Code adopted by a local government pur'. paragraph shalt be effective only until the adoption by the commission of the new e Florida Building Code every third year. At such time, the commission shalt review su for consistency with the criteria in paragraph (7)(a) and adopt such amendment as F Florida Building Code or rescind the amendment. The commission shalt immediately respective local government of the rescission of any amendment. After receiving sue respective local government may readopt the rescinded amendment pursuant to the this paragraph. 7. Each county and municipality desiring to make local technical amendments to th Building Code shall by interlocal agreement establish a countywide compliance revif review any amendment to the Florida Building Code, adopted by a local government county pursuant to this paragraph, that is challenged by any substantially affected F purposes of determining the amendment's compliance with this paragraph. If challet technical amendments shalt not become effective until time for filing an appeal pur subparagraph 8. has expired or, if there is an appeal, until the commission issues its determining the adopted amendment is in compliance with this subsection. 8. If the compliance review board determines such amendment is not in compliance paragraph, the compliance review board shall notify such local government of the n and that the amendment is invalid and unenforceable until the local government co amendment to bring it into compliance. The local government may appeal the decis http://www.flsenate.gov/Statutes/index.cfm?App_mode=Display_Statute&Search_String=... 5/19/2004 vrrrrwrvuw vvaaurarwrav • . . av.. .✓rwrwrvu . a.vv✓ - vaav✓✓., - r•vvravaa .✓ , aa.avaaw - i (2) The Florida Building Code shall contain provisions or requirements for public ant buildings, structures, and facilities relative to structural, mechanical, electrical, pit and gas systems, existing buildings, historical buildings, manufactured buildings, ele construction, lodging facilities, food sales and food service facilities, health care fat including assisted living facilities, adult day care facilities, and facilities for the con radiation hazards, public or private educational facilities, swimming pools, and torr facilities and enforcement of and compliance with such provisions or requirements. Florida Building Code must provide for uniform implementation of ss. 515 25. 515.2; by including standards and criteria for residential swimming pool barriers, pool cove devices, door and window exit alarms, and other equipment required therein, whict with the intent of s. 515.23. Technical provisions to be contained within the Florida are restricted to requirements related to the types of materials used and constructi. standards employed in order to meet criteria specified in the Florida Building Code. relating to the personnel, supervision or training of personnel, or any other professil qualification requirements relating to contractors or their workforce may not be inc the Florida Building Code, and subsections (4), (5), (6), and (7) are not to be constrt inclusion of such provisions within the Florida Building Code by amendment. This re- to both initial development and amendment of the Florida Building Code. (3) The commission shalt select from available national or international model built other available building codes and standards currently recognized by the laws of thi, the foundation for the Florida Building Code. The commission may modify the select and standards as needed to accommodate the specific needs of this state. Standard! referenced by the selected model codes shalt be similarly incorporated by reference referenced standard or criterion requires amplification or modification to be approp this state, only the amplification or modification shall be specifically set forth in tht Building Code. The Florida Building Commission may approve technical amendments after the amendments have been subject to the following conditions: (a) The proposed amendment has been published on the commission's website for a days and all the associated documentation has been made available to any interests any consideration by any Technical Advisory Committee; (b) In order for a Technical Advisory Committee to make a favorable recommendati commission, the proposal must receive a three-fourths vote of the members present Technical Advisory Committee meeting and at least half of the regular members mu order to conduct a meeting; (c) After Technical Advisory Committee consideration and a recommendation for aF proposed amendment, the proposal must be published on the commission's website than 45 days before any consideration by-the commission; and (d) Any proposal may be modified by the commission based on public testimony anc a public hearing held in accordance with chapter 120. The commission shall incorporate within sections of the Florida Building Code provis address regional and local concerns and variations. The commission shall make ever .t minimize conflicts between the Florida Building Code, the Florida Fire Prevention G Life Safety Code. (4)(a) All entities authorized to enforce the Florida Building Code pursuant to s. 55: comply with applicable standards for issuance of mandatory certificates of occupant types of inspections, and procedures for plans review and inspections as established commission by rule. Local governments may adopt amendments to the administrati-V the Florida Building Code, subject to the limitations of this paragraph. Local amend more stringent than the minimum standards described herein and shall be transmitt commission within 30 days after enactment. The local government shall make such i http://,vww.flsenate.gov/Statutes/index.cfm?App_mode=Displav Statute&Search_String=... 5/19/2004 VIA FACSIMILE May 19,2004 Jim Hansen City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 322333-5445 Dear Jim, After speaking with you today in a private conversation I had hoped my letter and our meeting had initiated some investigation on your department's behalf to determine if there were truly some serious and grievous departures from the Florida Building Code with your ordinance regarding beach walkovers.I had stated that I believe there are serious safety hazards associated with your city ordinance.In that meeting you felt comfortable with a person falling in excess of 30 inches in height. I tried to communicate as a designer that this was in direct conflict with the Florida Building Code. I stated that handrails are required whenever steps are constructed outside and guardrails are required whenever elevations exceed 30 inches.I mentioned there was a system in which code interpretations could be discussed with state officials. In that conversation you stated you were sure that this had taken place during the initial passing of the code.Apparently that was not the case. I was convinced then and this belief has been unquestionably verified by the Florida Building Commission. I am strongly advising you to research beach walkovers you have permitted since the adoption of that code and require that these individuals be required to install handrails and guardrails.Of course this is up to you but I believe your city has serious exposure in this matter for the safety reasons I have mentioned previously. I contacted the Florida Building Standards and Codes Office at(850)487-1824 to have them render and opinion regarding the need for guardrails and handrails. I mentioned that your city believed this requirement was not necessary due to the person being elevated above sand.They were unmoved.They stated emphatically that whenever anyone is elevated above 30inches that guardrails are required.The gentleman I spoke with was extremely knowledgeable,his name was John Caudill his direct line is(850)921-2282.He stated that this requirement can be modified but only if made more stringent. Furthermore,he initiated a search through the Tallahassee database as to lawful ordinances adopted by the City of Atlantic Beach.There are none.This is the way it works in the State of Florida.After March 1,2002 any city ordinance regarding technical requirements or amendments to the Florida Building Code were null and void.Therefore your city ordinance expired on March 1,2002. 1 am mystified why your city attorney did not inform you of this fact.I was confused as to how a city could modify or minimize the provisions outlined in the Florida Building Code.The answer is they can but it is a grueling process.To modify or adopt city ordinance related to construction is a monumental task. If you are interested in legally doing this I will refer you or your lawyer to The 2003 Florida Statutes which can be viewed at www. Floridabuilding.org under Title XXXIII section 553.73 (4)(a)and(4)(b).This will inform you that to adopt an ordinance after March 1,2002 to adopt an ordinance similar to the dune walkover ordinance that you must first form a governing body comprised of every city in Duval County..Then it has to be advertised for ten days etc,etc,etc,.The representative from the State emphatically stated your ordinance expired and it is illegal to enforce this ordinance.Please by all means give the man a call.He is responsible for interpreting the Florida Building Code. More distressingly is what the Department of Justice stated regarding your ordinance.As I stated to you on the phone I believed it violated Federal Law. It does. It is illegal to prohibit someone from building a ramp which meets ADA requirements.This was reiterated to me by an ADA specialist with the department of justice her name was Carol she could not give me her last name but assured me there was only one Carol and her phone number is(800)514-0301 you cannot build a ramp with more than 6 inches slope without a guardrail.The same requirements for steps exist at a Federal Level.They referred me to Title 11 of the American with Disabilities Act Section 504 of the Rehabilitation Act of 1973. They urged me to file a formal complaint.I would rather not. In conclusion,I am just trying to build things safely in the state of Florida.The illegal ordinance you are enforcing is attempting to preclude that.It is no longer necessary to schedule me on the agenda next Monday because you do not have a legal ordinance. I am 100%confident of that fact.During our meeting last Friday Don stated that he had already discussed the matter with the city attorney.Don got some bad advice. I suggest you contact the city attorney,ask him to read Florida Statute XXXIII 553.73(4)(a)and (4)(b)and get his opinion as to weather your ordinance is in fact legal.If he understands the law he will tell you it is not. I beg you call the people listed in this memo.Jim I could go on and on and on and on and on about why the ordinance is wrong. I am simply tired of writing.Please do your research as I have requested and pull the stop work order off my job so I can complete the walkover.I have now discussed this matter with three architects,the state guru on building codes,the guru on ADA and another municipality building department.Without exception everyone is in 100%agreement with my conclusions.These actions are damaging me and my staff personally and financially. Be egar i;, ike Gillespie _ PS My cell phone number is 813-8334 and I have it with me at all times VIA FACSIMILE May 17,2004 Jim Hansen City Manager City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 322333-5445 Dear Jim, I would like to thank you for taking the time to meet with the Christopher Kathe the design engineer and myself last Friday in an attempt to resolve the walkover issue at 1867 Beach Avenue. I had hoped that after pointing out the error and inconsistencies contained in City Code 6-24 we could proceed with a correcting the code quickly resolve this issue. However since modifying the code requires approval of the city council I suggest we precede with that process immediately. At your request I am writing this letter to enumerate the errors in city code 6-24 so that I may address the powers that be and have these errors corrected.The errors are as follows: 1) The intent of the city as explained to me by the building official was that the bottom of the stringers for the walkover be placed at 25 inches and that this dimension is maintained as closely as possible.This dimension is called out on the city drawing as 25 inches minimum.There is no maximum dimension stated. When this occurs on a drawing there is no maximum other than the maximum building height of 35 feet. . It is impossible for a professional constructing these structures to ascertain that the intent of the City of Atlantic Beach is to keep these structures close to the 25 inch minimum.I have been told that several of these structures were built far above that height and requested to be demolished and reconstructed undoubtedly causing damage to the dune system.This is a blatant error which needs to be amended.If the intent is 25 inches the word minimum should most definitely be omitted. 2) The code stated that the height of the walkover shall not vary by more that ten percent in height to allow for changes in topography. This is an impossible standard to construct.For this dimension to be held the walkovers would be a series of steps.This is due to the radical changes in topography associated with dunes.This is not only extremely damaging to the dune system but is in direct conflict with state building code 1007.5.1 "Stairways shall be equipped with handrails located not less than 34 inches nor more than 38 inches above the leading edge of a tread."It has been argued by some that walkover steps do not classify as stairways.I contend that if an elderly person or child is walking down 5 or 6 steps in a strong northeast wind that there is a great risk of injury attempting this without a handrail. 3) The next error is associated with safety.The Florida Building code specifically states in section 1015.1 that"All unenclosed floor and roof openings,open and glazed sides of landings,stairs, balconies and porches which are more than 30 inches above finished ground level or a floor below . shall be protected by a guardrail.Although some believe this is not required because the surface below is sand,-I strongly disagree.Since the bottom of the stringer is 25 inches minimum and the stringer and deck board are almost 10 inches the walkovers are easily 3 feet above ground in some areas. I believe strongly that handicapped children like the one that resides at this home and the elderly are at significant risk.I further believe that the City of Atlantic Beach could face serious litigation for instituting design standard in conflict with state building codes. 4) The most disturbing error in this particular case is the inability to build a handicap accessible ramp to meet city standards 6-24.The standard does not allow for changes in height of more than 10% over the dune.Assuming that the minimum callout was omitted there remains a huge problem. Given the fluctuations in topography of virtually every dune in the city,it is impossible to build a handicap ramp would have to follow the topography of the dune system.A handicap ramp must have no more than a I inch rise in 12 feet.By instituting this system the City of Atlantic Beach has made it impossible for a handicap person to build a ramp to access the beach.Clearly this was not the intent of the city's ordinance. It just so happens that a handicap child inhabits the house where the ramp in question is being constructed.I believe anyone with any disability should be able to access the beach. This standard precludes almost any disable person from constructing a walkover. A visually impaired individual would have no handrail and would fall some 35 inches to the ground.An elderly person I believe is at considerable risk without the aid of handrails.An a person in a wheel chair would have to negotiate slopes four to five time the allowable standard. In conclusion,I apologize this letter was not better written.I was told late Friday afternoon I had to submit the letter on Monday and was out of town over the weekend.Hopefully enough information is contained to alert the council that a change needs to be made to correct this code.The mother of the handicap child is adamant that her child should be able to enjoy a safe walkover.I agree with her wholeheartedly. I also believe the code in its current state is unsafe and denies accessibility to many individuals.I have been a design engineer all of my life.I have work on the most sophisticated drawings on the face of the earth.I will gladly donate my time to help generate a better code.I will gladly debate the effectiveness of this code with any design professional anytime. I assume a licensed Architect developed this drawing.I believe he should be challenged as to the conformance with dimensioning and toleraning per the American National Standards for drawings and related documentation practices. 7iflk7eGillesp�ie 7 PS My cell phone number is 813-8334 and I have it with me at all times 1014-1016.1.2 SECTION 1014 1015.3 Openings. Open guardrails shall have intermediate BALCONIES, PORCHES, GALLERIES rails or ornamental pattern such that a 4-inch(102 mm)diam- 1014.1 General eter sphere cannot pass through any opening up to a height of 34 inches. A bottom rail or curb shall be provided that will 1014.1.1 Any exterior balcony, porch, or gallery may reject the passage of 2-inch(51 mm) diameter sphere. serve as a means of egress if it complies with all the requirements as to width, arrangement, headroom and Exceptions: travel distance and materials of construction that are spec- 1. A 6 inch(152 mm)sphere shall not pass through ified in this chapter for means of egress and provided it the triangular opening formed by a tread, riser complies with the requirements of the following para- and bottom of a guardrail. graphs of 1014.At least 50 percent of the balcony,porch, 2. See 1018 for special occupancy requirements. n gallery or similar space shall be open on the long side. 1015.4 Strength,durability and attachment. Construction Exception: Protection of openings in the building of guardrails shall be adequate in strength, durability and walls opening onto exterior balconies shall comply attachment for their purpose as described in 1608.2. with the requirements of 1006.2.4 for exterior stairs. 1015.5 Glass.Glass guardrail components shall comply with 1014.1.2 All porches,balconies,raised floor surfaces or land- 2405.5. ings located more than 30 inches(762 mm)above the floor or grade below shall have guardrails as specified in 1015. SECTION 1016 MEANS OF EGRESS ILLUMINATION AND SIGNS 1014.13 Balconies or other open spaces serving as a means of egress shall be maintained as a required path of 1016.1 Means of egress illumination travel without obstruction so as to maintain the required 1016.1.1 Illumination of means of egress shall be provid- minimum width of exit travel. ed in accordance with this section for every building and 3 structure.For the purposes of this requirement,exit access shall include only designated stairs, aisles, corridors, 1014.1.4 Exterior balconies used as an exit access from ramps,escalators and passageways leading to an exit.For buildings four or more stories in height shall be of non- the purposes of this requirement, exit discharge shall combustible construction.(See 1404.2 and 1404.3 for fire include only designated stairs, aisles, corridors, ramps, protection requirements of balconies not used as a mean's escalators, walkways and exit passageways leading to a 8 of egress.) e public way. 1014.1.5(See 3206 for projections over public property.) Exceptions: SECTION 1015 1.When approved by the building official,illumina- GUARDRAILS tion of means of egress shall not be required in 'g industrial and storage occupancies that are occu- 1015.1 General. All unenclosed floor and roof openings, pied only during daylight hours, with skylights open and glazed sides of landings, stairs, ramps, balconies or windows arranged to provide the required and porches which are more than 30 inches(762 mm)above level of illumination on all portions of the means finished ground level or a floor below shall be protected by a of egress during these hours. guardrail. 2. Assembly occupancy private party tents of 1200 5 sq ft or less shall not be required to provide illu- s Exceptions: mination of means of egress. 1. Guardrails are not required on the loading side of 3. Open structures shall not be required to provide loading docks. illumination of means of egress. 2. Guardrails shall be permitted in conformance with 4. Towers occupied by not more than three persons requirements for specific occupancies in 1018. shall not be required to provide illumination of means of egress. e 1015.2 Height. Guardrails shall form a vertical protective barrier not less than 42 inches(1067 mm) high. 1016.1.2 Illumination of means of egress shall be contin- uous during the time that the conditions of occupancy 3 Exceptions: require that the means of egress be available for use. I. The top element of a guardrail at the inside open Artificial lighting shall be employed at such places and for or unenclosed edge of any intermediate stairway such periods of time as required to maintain the illumina- landing where the stairs reverse direction may be tion to the minimum criteria values herein specified. at the same height as the stairway handrails when E the horizontal distance between the stair flights is Exception: Automatic motion sensor-type lighting 1 ft (305 mm) or less and when a continuous switches shall be permitted within the means of egress, handrail as specified in 1007.5 is provided. provided that switch controllers are equipped for fail- 2. As permitted in 1019. safe operation, illumination timers are set for a mini- FLORIDA BUILDING CODE— BUILDING 10,19 NDE PqR�1 ► 1'► 1991 Lawton Chiles Governor o � FLORIDA DEPARTMENT OF NATURAL RESOURCES Bob But sr� 1 see Butterworth Marjory Stoneman Douglas Building Attorney General 3900 Commonwealth Boulevard Gerald Lewis Taw GWm Executive Director Tallahassee, Florida 32399 State Comptroller May 3, 1991 TomGallagher t eae�urer Bob Crawford Curtis K Ford Commissioner of Agriculture 1858 Selva Grande Drive Betty castor Atlantic Beach, Florida 32233 Commissioner of Education Dear Mr. Ford. NOTICE TO PROCEED, PERMIT NUMBER: DU-121 PERMITTEE NAME: Curtis R Ford Your request for a permit pursuant to Section 161.053, Florida Statutes,for construction or other activities seaward of the coastal construction control line, has been administratively approved by the Chief of the Bureau of Coastal Engineering and Regulation However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Condition 1. Please read the permit and permit conditions closely before starting construction Particularly note that General Permit Condition 3(g)pertains to the enclosed final certification of completeness form which must be provided to the Department. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775, Florida Statutes, including but not limited to fines of up to $10,000 for each day of violation Any notice of violation, including notice of delinquent periodic reports, will be mailed directly to the property owner. The permit will expire one year after the date of issuance of the final order. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. Pursuant to Section 16B- 33.017, Florida Administrative Code, the Department may grant no extension of time past a total of three years after the date of the approval of the permit. In order to be considered, the time extension request must meet all requirements of Section 16B-33-01 7,Florida Administrative Code. You must apply for a new permit for completion of any work not accomplished under the orightal permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved This permit represents an agency determination Arty person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57, Florida Statutes. Should you desire an administrative hearing,your request must comply with the provisions of Rule 28-5.201, Florida Administrative Code, for a formal administrative hearing, or Rule 28-5.501, Florida Administrative Codi if requesting an informal hearing. Requests for such hearings must be sent to the Department of Administration Beaches and Slam Law Enforcement Marine Resources Recreation and Parks Resource Management State Lands ti Page Two May'3, 1991 Natural Resources, Bureau of Coastal Engineering and Regulation, Mail Station 310, 3900 Commonwealth Boulevard, Tallahassee, Florida 3239 -3000, and must be received by the Department within twenty-one (21) days after your receipt of this notice. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received, you have the right to seek judicial review of this permit, pursuant to Section 120.69 Florida Statutes (1987) and Rules 9 030(6)(1)(c) and 9110, Florida Rules of Appellate Procedure. To initiate an appea4 a Notice of Appeal must be filed with the Department of Natural Resources, Office of General Counse4 and with the appropriate District Court of Appeal within thirty (30) days of,the date the permit was rendered. The Notice filed with the District Court must be accompanied by the filing fee specified in Subsection 35.22(3), Florida Statutes (1987). You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise arty rights they may have under Chapter 120, Florida Statutes Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 904/487-4475. Sincerely, DIVISION OF BEACHES AND SHORES Robert M. Brantly, Engine Bureau of Coastal Engineering and Regulation RMB/lw Enclosures Certified Mail #P 719 730 036 CC., Permit File Permit Information Center Are pector ity of Atlantic Beach p,DE Pq,Ql3� + { Vt 1991 I. ta Governor FLORIDA DEPARTMENT OF NATURAL RESOURCES ''ta y of Cl) ' ; 4QSecretary of State Bob Butterworth yTI�RAL RE Marjory Stoneman Douglas Building Attorney General 3900 Commonwealth Boulevard Geed Lewis tom Gardw Executive Director Tallahassee, Florida 32399 State Comptroller May 3, 1991 Tom Gallagher State Treasurer Bob Crawford Curtis IL Ford Commissioner of Agriculture 1858 Selva Grande Drive Betty caster Atlantic Beach, Florida 32233 Commissioner of Education Dear Mr. Ford: NOTICE TO PROCEED, PERMIT NUMBER: DU-121 PERMITTEE NAME: Curtis R. Ford Your request for a permit pursuant to Section 161.053, Florida Statutes,for construction or other activities seaward of the coastal construction control line, has been administratively approved by the Chief of the Bureau of Coastal Engineering and Regulation. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Condition 1. Please read the permit and permit conditions closely before starting construction. Particularly note that General Permit Condition 3(g)pertains to the enclosed final certification of completeness form which must be provided to the Department. Failure to comply with the permit, including the various reporting requirements contained in the permit conditions, will result in issuance of a violation notice or order to cease and desist all activities authorized by the permit. The Department may order illegal construction removed and legal remedies pursuant to Chapter 161 and 775, Florida Statutes, including but not limited to fines of up to $10,000 for each day of violation. Any notice of violation, including notice of delinquent periodic reports, will be mailed directly to the property owner. The permit will expire one year after the date of issuance of the final order. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. Pursuant to Section 16B- 33.017, Florida Administrative Code, the Department may grant no extension of time past a total of three years after the date of the approval of the permit. In order to be considered the time extension request must meet all requirements of Section 16B-33.017,Florida Administrative Code. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. This permit represents an agency determination. Any person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57, Florida Statutes. Should you desire an administrative hearin&your request must comply with the provisions of Rule 28-5.201, Florida Administrative Codi for a formal administrative hearin& or Rule 28-5.501, Florida Administrative Code, if requesting an informal hearing. Requests for such hearings must be sent to the Department of Administration Beaches and Shores Law Enforcement Marine Resources Recreation and Parks Resource Management State Lands Page Two May 3, 1991 Natural Resources, Bureau of Coastal Englne&W and Regulation, Mail Station 310, 3900 Commonwealth Boulevard, Tallahassee, Florida, 32399-3000, and must be received by the Department within twenty-one (21) days after your receipt of this notice. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition for hearing is not timely received, you have the right to seek judicial review of this permi4 pursuant to Section 120.68, Florida Statutes (1987) and Rules 9.030(6)(1)(c) and 9110, Florida Rules of Appellate Procedure. To initiate an appea4 a Notice of Appeal must be filed with the Department of Natural Resources, Office of General Counse4 and with the appropriate District Court of Appeal within thirty (30) days of,the date the permit was rendered. The Notice filed with the District Court must be accompanied by the filing fee spec:fled in Subsection 35.22(3), Florida Statutes (1987). You are advised that notice of this agency s final action on this permit has been given to other interested parties They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 904/487-4475. Sincerely, DIVISION OF BEACHES AND SHORES ,FeZ: � /*7. Robert M. Brandy, Engine Bureau of Coastal Engineering and Regulation RMB/lw ' Enclosures Certified Mail #P 719 730 036 CC., Permit File Permit Information Center Are pector , Atlantic Beach CITY OF ATLANTIC BEACH ! � BUILDING AND PLANNING 'SS 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us July 12, 2004 TO WHOM IT MAY CONCERN Re: Zoning and Land Use verification for 1897 Beach Avenue within the City of Atlantic Beach Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, Multi- family (RS-2) and is located within a RM (Residential, Medium Density) future land use designation as established by the Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations and does not contravene local setbacks and zoning codes. Please feel free to call 247-5817 with any further questions. Sincerely, 6'za� Sonya B. oerr, AICP Community Development Director �0 c .r Don ord, CBO Building Official 1 - CITY OF ATLANTIC BEACH BUILDING AND PLANNING "1 800 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 j TELEPHONE:(904)247-5800 J FAX:(904)247-5845 http://ci.at]antic-beach.fl.us July 12,2004 TO WHOM IT MAY CONCERN Re: Zoning and Land Use verification for 1897 Beach Avenue within the City of Atlantic Beach Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, MuIti- family (RS-2) and is located within a RM (Residential, Medium Density) future land use designation as established by the Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations and does not contravene local setbacks and zoning codes. Please feel free to call 247-5817 with any further questions. Sincerely, Sonya B. oerr, AICP Community Development Director r Don ord, CBO r Building Official PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jul 12 2004 2:15PM Last Transaction Date Time Tye Identificatio Duration Pales Result Jul 12 2:15PM Fax Sent 819048290851 0:31 1 OK FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on February 22, 1991, and was determined to be complete pursuant to rule on April 29, 1991. The application was considered by the Chief of the Bureau of Coastal Engineering and Regulation on behalf of the Department of Natural Resources. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that on compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 16B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the Bureau Chief has authority to approve or deny pursuant to subdelegated authority BS-50), Administrative Directive DNR 140, effective April 20, 1990. Based on the foregoing considerations, the Bureau Chief 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) which are attached and are by this reference incorporated herein, and the conditions provided in Section 1613-33.015, Florida Administrative Code; and also imposes any additional conditions shown below, pursuant to Paragraph 16B-33.015(3)(u), Florida Administrative Code. EXPIRATION DATE: May 2, 19 9 2 . LOCATION: Between approximately 94 feet and 144 feet north of the Department of Natural Resources' reference monument R-44, in Duval County. Project address: Beach Avenue, Atlantic Beach (Lot 48, North Atlantic Beach Unit Two). PROJECT DESCRIPTION: The applicant/permittee is authorized to place approximately 78 cubic yards of compatible beach sand fill between 40 feet to 60 feet seaward of the control line and to stabilize the M placement by planting native beach/dune vegetation. 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 Bureau of Coastal Engineering and Regulation 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 fill placement and construction access shall be staked out for the conference. 2. Construction access to the fill placement area shall be subject to the approval of the Bureau staff representative so as to minimize disturbance to the existing dune topography and vegetation. 3. The fill material shall be obtained from a source landward of the control line and 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 Bureau of Coastal Engineering and Regulation during the preconstruction cogfrrence. 0 MUST BE PROMINENTLY DISPLAYED ON CONSTRUCTION SITE, �►' DNR Form 73106 B (Rcv.06/90) apprvprnau for me parucuiar species planted, at least until the vegetation is established (usually approximately 2 years after planting). At least a 75 percent survival rate of the vegetation shall be ensured and replanting shall be conducted until a 75 percent overall survival rate is attained and until any sizeable barren portions of the area(s) are covered. Approved plans are incorporated into this permit by reference. Done and ordered this 2~� day of �� _ 1991, in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF NATURAL RESOURCES 7:ED B. DEVERE X, JR., CHIEF BUREAU OF COASTAL ENGINEERING AND REGULATION CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 777--7-7-7 �PLRiVt INFltIOI11:. LCCA "tON J1QRMA' ( N _ Permit Number: 22354 Address: 1897 BEACH AVENUE Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 j Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: FENCE Lot(s):48 Block: 2 Section:0 j Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 4,000.00 Date Issued: 7!19/2001 Name: JOHN & ELIZABETH MITCHELL Total Fees: 45.00 Address: 1897 BEACH AVENUE Amount Paid: 45.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/19/2001 Phone: (904)242-8264 Work Desc: INSTALL NEW LASS, WINDOW—SAND ODOR -_T _� CO " API�LICA EN.fwEES ARMIDILLO CONSTRUCTION PJE R ., 45.OQ �I aF NOTICE INSPEC TSE RECSED AT LEAST 24 HOURSPRfJfR TO INSPECTION BUILDING MATERIAk RUBBISf BRIS>=k M THIS WORK MUST NOT BE CED IN P ELIC SPACE,AND MUST BE CLEARED UP AND HAU AWAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMP1: WITH T NSTRUC11ON LIEN CAN RESIT IN THE PROPERTY OWNER P G VOM* TS" v ISSUED ACCORDING TO APPRO -P :W „ic R -"RAR F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR I ` $45.014 AT NTIC B�� CH BUILDING DEPT. DA&I 7/19/61 of Rmi'ta 074416 J .5 MIN. RETUR L- ooi-. 10051 Page 5515 PHONE Book: C►4 60599 auk: 100 1 Wagge: 555 Filed d Recorded NOTICE OF COMMENCEMENT 07/02/2001 12:38:39 PM JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY TO WHOM IT MAY CONCERN: TRUST FUND $ 1.00 RHARDING 5.00 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the foilowing information is stated in this OTICE QF COKMENCEEMEENT� z2�3 4 D '5'00 -7cnption of Property 4s.0,U7 'Si Ay : !!j Genprai Description of Improvements fJ d Owner —Jc�Wt4 jftj0hjP At 7= Address: 18'411 33EA&* mwm A-t1.1xurz. 'psmok a FwP►%OR M33 Owner's interest in site of improvements: i,�.1HSL_D. Fee Simple Title Holder(if other than owner) Name Address )j-Q VContractor '� Al. �ZINO Address -7 L Xgyf, xz i ` Surety (if any) Address Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Leinor's � Notice as provided in Section 713.13(1)(F), Fiorida Statutes. (Fill in at Owner's option). Name Address: Owner Swam to and subscribed before me this _day of2110 f ROWEL �ccU 4 1 My coMMrMM a CC 446tary Public CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 6U C E, s' C k( 0 'CA'S`S E9(A)0900� PDX Date 3 - ( OP- 0/ Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch � @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ QO U �� $ Total Valuation 1st $ z,a6 0 (N(9c:) / $ i Remaining Value $S; M'.per thousand or portion thereof TOTAL BUILDING FEE $ .S 0 + 1/2 Filing Fee $ f ! ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ ff WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : RECEIVED CITY OF ATLANTIC BEACH I;J 2001 PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS CrtJ' Of Atlantic Beactl Owner(s) XbV* N WfCAicW IIC Ond t,t�l'11P7' g Job Address 189-1 SENA MWOE k�i.lt1a�Ac'�,�.. Phone 9 Q+-Z47-•B'ZJ*+ Lot# Block or Unit# Subdivision Contractor "'j,, State License# - G O�� � D�I Address' '4--Ty-, d t'IIu./I/o,J Phone State Zip 3'L T-3 3 City �i�.l / 1 Describe work to be done /D�2l c. �2� f�&--b /1-qS( kJ/,vhftj) w1 /t �� �ai,v�„� r 5�8 .,c- �wEc f e t- Present use of building Valuation of Proposed Construction_ C O,d 0 Proposed use 5!Dwc'' AK Oruh/•� , Is this an addition? Al If yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? New electrical (or increase) New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER zu4-Z� Q.• W-;r.Lu -M Date:TtltA -14 1uOdl Signature of CONTRACTOR - Date 7 Z - d l STATE OF FLORIDA COUNTY OF Du.✓c�-l Sworn to (or affirmed) and subscribed before me this 7 day of 3 Lc--y.•e- 200 AS TO OWNER: Notary's Signature ®t:`� JAMIE MY COMMISSION# CC 982940 ❑ Personally known EXPIRES:November 19,2004 uia a Bonded Thru Notary Public UnderwritersProduced Identification Type of identification produced �L Sworn to(or affirmed)and subscribed before me this day of �\ 20 AS TO CONTRACTOR: Notary's Signatur ❑ Personally known ,,;�qti•"••"1',�; DONNA G.FUIMBY Produced Identification :�►: : MY COMMISSION#CC 961872 ' Rf BondedThruNotary publicUnde�ers Type of identification produced 07, 02,%2001 14:30 9047370769 PELLA PAGE E3 Product and Glazing Performance Glass Performance Charts: All Products Pc-aa Use the glass Charts on the following pages to verify that the glass thickness of a unit will meet the specified design pressore. These charts show required nomintal thickness of rectangular plate, float and sheet glass, based on minitill.,m thickno5s allowed in ASTNI E1300-97. [Contact your local fella'' representative for performance of glass types and thisAlaegg not showil,) snt:i' tlyc vfaaiis arc sct tap fear single pattE t:nneticcitees,there is a tntaltiplying factor fo beat Ftrengthened and tempered g,j-.R,Alt wirkl ata uealed insultat.ing glass. These Victors are listed below: tican xtrcn�ithcllcc! ,iatglc-pa+tic g{:a;s 2.0 Tempered Single-pane glass 4.0 Annealed insula(ing glass* i.11 I lL,ao strengthened insulating glass* 3.6 Tempored insulating ginss* 7.2 *Interior double ghtzing p2net5 must be g,laaed to the appropriate singly-pane requirement. FYAMpi,E: l)ctcrl)iMc if 2.5 mill annealed insulating glass will work for a 41"x 53" (frame size) clad casement with all asteblisbed design pressure of 2$ Iasf. 1. 17e1crnznre tine gi.tss aatva of the upit. if the irarne size is 41 Y. 53, acid file frame to glaR5 difference for clwJ casements is 5", then tine glasi area of file unit is 36" x 48". (Frame to glass formulas can be found in the irdlvaclual product sC':f C,ns,l 2. Use the 2.5 mat chart---intersect the short glass. side value (36") with the lung glass side value(4$"). In tlli,5 case, it intersects at 19 psf. 3. Since this example uses aon£aled insulating glass's, multiply 19 psf by the factor ii5ted above for annealed insulating g,lass- 19psfxl.lia34pf The calculates! number of 34 psi'i,~greater than tine design prorrsure requirement of 8 psf. So this unit passes the ASTM saaalpklatrci Cot glta7.111g deligil- 2.S mm(3132") -70 Et)Se<;or,ti Du'BtiUr�Etitlivalent �f � r''" _ Dipsign Load(psf) z 301330 VNta'line HOd3a 3 A O a a 0VJ�11� 40 30 U - 10 10 30 60 r0 90 100 Longest Glass Side w ry Industry Standaraa kNew and Old) W AAN4AEh1Y' A 10 S.2-97 hfVywNk 1. .2-s3 NWWDA LS.2-87 R15 Ltd25 C30 HC40 A 40 DP15 OP20 602-5 5P30D-P35 DP40 Grade 20 Grade 40 Grade So t3ssign 15 5 30 40 40 15 20 25 30 35 AD 3.3 26.6 40 prr3ss�re � Strudurai Test 22.5 37.5 43 6ii t~i0 22.6 30 37.5 45 52.5 6t1 20 40 6U Ptesstxre ps Water 2.86 3.75 4.50 0.011 8.00 2.86. 3.00' 3.75 4r5t1 5.25 Ei.dJO 2.86 4,43 6.24 Penetration Ait infilimbo► 0.3Q 0,30 0.30 0 30 0.30' 0.37 {1,31 t1 5 025 025 Q.7 a 11.34 0.25 0.10 at 1.57 psf drr�/aq ttS 3p 3a 4a 45 48 25 25 3{1 3C} 3t} 35 25 3� 35 Fcuce tt}aunds) Air infiltration measured at 6.24 psf cimdsq ft) Neuvvs,Old Ga=ariwn� Conversion Chart(psf to mph) Basic Definitions and Formulas RIS —Dpj5�— Grads 2d psf enph f►s + sf mph EDesignure=i'erio rr�ance Gracie C30 --t7P30-Grade 4t7 1 24 ZO ti9 75 773 Ln HC40—DF4a"Grade 60 2 20 25 i{ f 80 179 t Pressure=1.5 x E3P 3 35 30 85 184 fJote the tii �t�nces between 4 4t} 1.1s 9G+ 79Q floc R, LC, C &HC the perfortEtenee numbers 4S 795 Water lest Pressure in some of the rstegcxtas. 6 49 45 134 100 206 Positive Design Pressure x 01.75 7 . 53 50 141 110 210 (max. of 12 RsO 8 57 55 148 12 219 g 6p 80 155 130 228 For ASV, Nater Test Pressure 10 63 65 161 140 237 Positive Design Pressure x 0,20 75 77 70 767 150 248 (max.of i2 psf} cv I FROM : LEE 'vATES GLASS �70NTRPCT Digit 71X NO. 904 4413 0058 TuI. 03 2 3I 02;49F'"i p1 Lee & Cates Glass, Inc. Contract Division 3811 University @ivn. #26 iseksonvitie, F! 32217 Phone (904)448-8+680 Fax(904)443-0058 hh � Date: July 3,2001 �, S T7 L� r-- a L'D From: lfE RA4c,5 rho 0L,,o O(ZIDE a T'. Re: No. OfPages: 3 (Including This Sheet) 1 st sheet is performance characteristics of glass-1 have marked the 14" units(3W using lig" Mass. 2nd sheet shows glass strengths-I bave marked the DS (double stxvngth glass)and the multiplying factor of 2 for annealed insulated glass. Based on the square footage of the unit- 10.43 - it falls between.40 and 50 psf when multiplied by 2- should withstanct 80+psf. Just for your information,not taking building size and roof height into o=siderati4n,80 psf is equivalent to a static pressure from 180 mph wind velochy. TO 3DVd dIH0 OTZLTbvb06 L.9:60 b66T/TO/T0 FROM LEE u'_-Sa D I U FAX N0. 904 443 0059 TIM, 03 20a1 02:51 FM P3 v ' a � r Dim Stten tt+ ,�" 9 QI!!!>st.tppWRad an FOtr$Wa wr r3 "lp.tr;^uv ucaerotai dangn".11,wnd Load We ttmthmust }.lt rltnthA r»mi =:sir.;•'n7 t`r.?^ -;ti,wat R!%:,l 7t the Ari.Adalc twvxs is oxrM'tllira,vwrw humm m Dasa AM vs,toe Mtfura ••, "...•��•4:y s•::,�,.,.. :srirn:}rt7it»:r:,:,r,l W41"'d t Wftd.k rt tha wrdri ?S i3e to +5 w:0 15' a4 ttUilG i4 «;+t: r x&Q�e's us.sn•twtty io tlBt�}1,n nr tnn'xtuiwow te.-ioerr otatie lends �. �•. .'+,:1.N.+J'+f C2"bo irla Ut 00,i0%lho#PQQLp last,qt" !r:;'jow rtmns shoos Jyp ana+a?a V w. :ils:kr r s. 20.0 pow t Suppm4r r.rrYr A re�jnln'Ittlda tris prot�rr gku tmuuetsa to mattkoo i,twt8r0}its..t dePeit tf;c raWkwr sftp(Xltwtyn mirkro".size,arta I SC tAlw21l:t tr''sreeatr-d van utwl{,t,izi tv 4?25(CWTAbitily of brankago 8 aft Pei!ami a:,d a,,t wcc t:BM+ra t 110 Ilk FiAi s.quos labrteatwn mulls in tht ta t t4A favi,6mvtt+p IrJ7taeterac *us Ty;w mukwy*gftow 100 r 8A In vtntfV(,r,i;s—Tampered 5.0 tFC Tempered:Aw- 4.0 trays MQ —45w 9traawr Vlat 3.0 60 3.0 A"St+<x n rr aKf<Am 20 x tneytri•Q tA-AA—A livAwd 2,0 4- 60 d.n tirrimattd G'+rsr p.T t0 a.a $edam hµpl•trpitte glam can ctrry grNtor urildrm foto pltple iaib,q daftmiw � 2A res miem tfe ovedoek!d.Nkat tmatrrlant Hu r8 cffmt en tha da>iacddti dw#a at`• as MrM-(A q*m Tmidw 91%ow lrtey bo i0glar0d tty a omm uNfrm lead jr emw in Ma 1.6 Tim-Side sup"rt-^0"1,41 la suwormd on ardy two%V*Ok tidos mtm 1! uruiu Orrm h to naturist,*coact Ochs etttdtrraw.Tt"dart a*total!iAto as t tsusuttg*ne"and ft tanprr a rhe tnaupparlod a0M.Ony monotidie art- - a 12pota4,slam shwk(t a u"4ku tvro•riida want aon0ibara.fim- � .08 parati Vkw i� 3ittte6� 11%*10wable unsupPoT""n by a l wUr of Me.h two ! 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Mti��p aask talomm at. YS k1w wMt VM$rij vddmh w tswh m tttatttad Stan it pKgW priwk cftri%b nV dd►,e- aisaathwapr—la`an*vlttdbe kopttx/atpne►0T iromwtfcatusktq 34 broad..sturdy t�nislhbe Nd�tet slots gtMa to trisect surutgfst��t taa[np apttgtl! c w+to pw as it•Gins rhould bt ascood rn a dnr.4an ow coot wow whm t the sr,y�orwtthat ata aft*mo dttw point Ck=W at dry,cad 1&ra ragtYrad. aapi�altj at;v t+drr�css crr ter nlsriafty artd ayalc brr�pttamxltf,It q1 +nuM the tSaed Ctrtdceri<tae lona,w pasifc omr' to Kilos k from ql&f' wit ON q w i+��e'l to p twW crodira atxtx+�tis�t rxl MAP Mdwnmp aW drftd se glass atnb e"Can tout in daining w stdinp d:he Owns. t T&O P#MMtt rfl POF 60 31--)Vd LA:BES b66T/T7/T0 04 t WN. _ eft err an uu - oab�eiut. $ cl aM m m OR as Ol ;0 yr -v ;ry "r "r "jr _w i^ rj cti' 'tea ' —t F?jFvi j4N .. p 1 is 191vaonas OR 'fi ix111 aonewowo.wm a mui al aG�, W1�.u0wavwanm ut4c. '�� C of � � w i vm PA jT �'o tie ma a a a v 2 a 0 a v a4 a�!a a -Iga azza a t. C°"kk�� Pim 23 M 8INwd }ga Z to 0 BR U 82i aft FS&S W&M 88+ 2t*MOtT:.*.1��+t�' gv aft as !t& a wl Z is-- is :"te '�3 ' it 0.wm ae `�JR w aei me `+ ae v v a o ca �aa .e v w o -a m �s Z; 04 Ow : a S �. - SE }a $'J 9 41118 a! � 8 "!! f.'i (dx ��tf;19 fa ii ~68t�� O d � t?9 gig, 0 0 o v o a P i3 W i� 1'i O O C► a d ae a as a A g o p A C �a oo $�4Q o omfs ¢O ua ME �� . 07/02/2001 14:30 9047370769 PELLA PAGE 05 Circlehead Windows W Clad Unit Sections SP2-25 Ali Lmd d1Meq1Sj0l15 are apPfOklmate (127) HEAD DRIP FIN Special trema depths 2V2ila #72'Y5(FOR HALF 1CIRCLIES) #72Y6(FOR QUARTER CIRCLES}for 6-3i16'and 6-Q116"vv kknesis, 972Y7(FOR ELLIPTICALS) I LU 7–A CURVED HEADIJAMS CURVED HEADIJAMB EXTENSIONS ...... V4' r-7-7--i L .........j SILL INTERIOR MULLION COVER#2941 3- (79) &4' 177 121) JAMS EXTENSION #2938 Typically used where Ord nit$AFS mulled to casement CURVED CURVED ROSETTE and double-hung unfits COLONIAL TRIM CONTEMPORARY #32E6 below. TRIM REV 09/99 • 67162/'%661 14:36 13647:376769 PELLA PAGE 04 Product and Glazing Performance Glass Perfcnnance Charts: All Products 3.0 mm WWI 1 i---i—}- 3.0 mm(1118") 100 60 Second Duratior,Er uivalertit / Qssign Load(pGt) '� _ 90 Probof fail=8/1000 } 10 y -- — -- 7.0 20/ _ c 50 0 Z- 26 TL. 40 so30 10 L-4-- 10 30 50 70 90 100 120 150 F-04r A P Longest Glass Side (inches) 4,0 mm (5732") { ` V "•0 mm(5,32") r/ _ f 1 80 Second Dureton Equivalent '100 @git�n t..03d(psf) 1t! ;' - j plull.orfait $,I1 Y�r 80 1 S a: 70 is 20 25 30 L � so C7 u 50 / 30 - -_—„ �- -- -- 10 10 30 60 70 SO 100 120 150 Longest Glass Side (inches) ` CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32733-TEL: 247-5826-FAX: 247-5877 . , w. Permit Number: 22297 Address: 1897 BEACH AVENUE Permit Type: FENCE ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: FENCE Lot(s):48 Block: 2 Section:0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 7/10/2001 Name: JOHN & ELIZABETH MITCHELL Total Fees: 10.00 Address: 1897 BEACH AVENUE Amount Paid: 10.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/10/2001 Phone: (904)242-8264 Work Desc: ADD TO FENCE ,, # r PROPERTY OWNER PERMIT 10.00 � aY w7 w ?4r Fx r rrr , K *a NOTICE-,INSPECT[ ST BE REQUESTED AT LEAST 24 HOURS PRI TO INSPECTION ;q BUILDING MATERIAL;RUBBISH I, BRIS FROM THIS WORK MUST NOT BE CED IN P "ELIC SPACE AND MUST BE CLEARED 6'"ND HAUL 1 AWAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMPL* ITH-T STRUCTION LIEN N RES IN THE PROPERTY OWNER PAANG., " CO EI TS" ISSUED ACCORDING TO APPROVE11PLAN IVH HFF' P AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO S W„ :1e.ee A NTIC BEAC BUILDING D s 7/19/81 61 Receipt, W74416 1134 CITY OF ATLANTIC BEACH eacli 13 ;141 ;ng and Zoning APPLICATION FOR FENCE PERMIT Owners �VAW Phone 6?67V- 2yc -q, ?4 y Address Gp 4v 6�? -7,I- Lot Block and/or Unit# Subdivision Contractor if Different From Ownerr ...�-r j ►! lj .� , � Lo �a,1 r Valuation of Fence $ Z D f a-O Corner or Interior Lot 1AJ *'7 Type of Construction iv#4 Tj Attach Survey Showing location and height of fence as well as location of street(s). -7 z- M J9K1,*ft,tr" S 0 �I o D . APPROV � CITY OF ATLANTI BEACH BUILDING O ICE ml Dy, Owners Signature Contractors Signature t tib r r O ap o+ O tna Nm mv 16.9' OI O 'A" L0 400 cD , 0 T1 'a" ION a N 77 8'1 toWOOD DECK to Tg• YIAP P R p _ OF pIIANIa: to 3 -� C'l 13UlLI)ING O C 3 CONCRETE .q WALL -� 8 W M € 1 . oD to ~ W rcn M a v z z � 1 W 2 U z 1 w 5..4 2- STORY a w l I STUCCO ` w a ;' GARAGE a.s' �� �5N IDENCE RESo ' �/%{ U FI+�a}d O + u CD 4.8' _ � T.2 4.8' 12.0 '�? 11.2' '� N 5. CONCRETE t 350'42 'DRIVE 1 — RON os w 50.06 FPIPE LUND .13- 1048 . 0-3001 �D 1/2 IRON PIPE t 03��59^yl. 49.APPROACH ROADWAY FOU 1 48 ( NFO ARAGE 1 U l '� C.B. 0 FORMERLY G pi 8 AC/ (PAWED) 25 R/ S I fjERERY CERTIFY 'M CURTIS F FLORIDA13ANK A FEDERAL SAVIt TITLE INSURANCE CCMANY THAT LANDS AS SHOWN IN 'ItE AB(y MAP IS A TRUE AND CORRECT SURVEY AND 'Miff WE SURVEY 'I'}IE MIMINUM TECHNICAL STAM MINISTRATIVE CODE CHAPTER r awn, ,r ---- Armadillo Construction �iJ /ai✓ q'/7E"'j�'� 7d aC--k-+ov& 7H� Two I''�6T.f D� S'7,n �LG�Lh�1�� �D w�7� 9� � I�/C- $E>SJ ��,JGo1��,17C-►�-� . �' 7l� r,/�1�L IS M 13C-�9�I�g �✓�2 � q S7ittrG>�rAr,�c� �vCll�/�.. � Gawv ��ow F"A%11415 *wD •'VSVA1r47 , 7 ffo .c vi✓1✓L-iz— i /GN�-rJ 1�= ylyl S '17 DIO A Pj . sr �,�I ps r liD �7 70 1XJ S 27 �o n ?l�- God�7� srl�-i.. �I`�c'�'•,�''7 '�r'I ' �`a'..'`'7 �Ex7�,,� oAl S�='�h� /;5c, Aut 45 70 WNL�Imo- d rL N�� � GAJ Prrp G�E-tj s�5 p��►tit-1s . S/^ h-f- REcrIV 'rD JAM,i 'i //nn noo ll^^��nn J �( Al 900)0 City cf Atientic �Wildir� Seach end zoning 59 Coral Street •Atlantic Beach, FL 32233 Beeper 617-1879 • Phone 904-241-8274 • Fax 904-241-7071 Armadillo Construction o 30 l4iG�fork-al lks r r�4e RECEIVE® JAN fi 2000 City of Atlantic Beach BtAllding and Zoning 59 Coral Street •Atlantic Beach, FL 32233 Beeper 617-1879 9 Phone 904-241-8274 • Fax 904-241-7071 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT_ INFORMATION._ _ LOCATION INFORMATION Permit Number: 22949 Address: 1897 BEACH AVENUE Permit Type: REMODELING ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: FENCE Lot(s):48 Block: 2 Section:0 Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: __ Improv. Cost: 17,500.00 OWNER INFORMATION Date Issued: 10/31/2001 Name: JOHN& ELIZABETH MITCHELL Total Fees: 150.00 Address: 1897 BEACH AVENUE Amount Paid: 150.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 10/31/2001 Phone: (904)242-8264 Work Desc: REPAIR FRONT GARAGE, NEW WINDOWS IN EXISTING WINDOW OPENINGS CONTRACTOR S ------- APPLICATION FEES rARM Pit, IDILLO CONSTRUCTION 150.00 #5: . - ; � rq v FINAL BUILDINGS am Fiat , K.s- «a� � x a - •w. ' "H ,� ',s"°kv"'+4?+x,Vµ`'"it+` y: NOTICE 'IL � CE9► �T 24 # tIF PRS ir T�#FISP., TION x BUILDING MATERlAt: STIrD # I t LIC SPACE, AND E312 MUST BE CLEARED =_ 1Tt3# s "FAILURE TO COMP1 IN THE PROPERTY OWNER ISSUED ACCORDING TO APPRO 1= #I ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR ' -� ! I I ATLANTIC 1C BEACH ILDI DEPT. 14 Date: 11/85/81 81 Receipt:t: M599�� M188883c�1888 J 1 ZA g C- 04 0 9 5 MIN. RETURN i�H0NE-1 W1 10 Page. 909 Filed & Recorded 10/23/2001 09:27:54 AN HA FULLER NOTICE OF COMMENCEMENT CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND $ 1.00 COPY FEE $ 1.00 TO WHOM IT MAY CONCERN: RECORDING .4 5.00 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Froperry c%t , t 4 7 A4, 11�. 44 General Description of Improvements t !x; <­-4,�*_ 6fij k nu�� rn&�3 x;4 Owner kin, Address: tf q-) Z, Owner's interest in site of improvements. 4261± � A-1EV Fee Simple Title Holder(if other than owner) Name Address Contractor i'l /kA) Address `_tj,4EL IZZ-32 Surety (if any) Address Amount of Bond Name of person within the State of Florida designated by owner upon whom-notices or other documents may be served: Name Address A In addition to himself, owner designates the following person to receive a copy of the Leinors Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in' at Owner's option). Name Address, Owner Swo this All day ofL JAMIE PONE11 MY COMMISSION#CC 982940 EXPIRES:November 19,2004 BonrladThru Notary Public Underwriters RE ri�'° •g 2 4 2J1�1 �iw:I CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTEXtfil11. 1N ``I Iii MOVING, DEMOLITIONS `i "'` ``ra ` `� "i�'0 Owner(s) -&.Ad Job Address / 941 Phone Lot# Block or Unit# Z Subdivision /✓A2�1� ��l!-��7/� g��jGh� Contractor�iawt(S_� &A6J,- y x+w4bj v j. p J�tate License# '.� G�- G O �OSI Address � gq ,q (.f/✓ w, �T• Phone 10V- Z l- 9 2 7 City ^fi-fp*sjfj� 13C- &y State p 3 -b 7-13 Describe work to be done 614"'7- �T- /.J lrt. A97an Present use of building Valuation of Proposed Construction 17 C'oo Proposed use Is this an addition? A1,0 If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) /if New plumbing fixtures? AIV New fireplace? Alfl New Heat/AC? IVO SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER V��'^✓ a• Date: Signature of CONTRACTOR G, Date A7 all STATE OF FLORIDA COUNTY OF Xlwoc•1 Swom to (or affirmed)and subscribed before me this /q day of OGID� 2001 AS TO OWNER: Notary's Signature r ❑ Personally k own JAMIE ROWELL K. MY COMMISSION#CC 982940 '� Produced Identification a•, •Q, EXPIRES:November 19,M , •• Bonded Thm Notary Public Underwriters Type of identification produced f L DL-0= .iYI 3Z,y- y61-4y-Ikd-� Swom to (or affirmed) and subscribed before me this e:�?, day of ,� .cr'// 200 I AS TO CONTRACTOR: Notary's Signature ❑ Personally known MELWESTOWON Produced Identification MY COMMISSION#DD 005922 3*: EXPIRES:March 4,2005 K-"�o BondedTMuNotaryPublicUrdenwdtent Type of identification produced r�7Z 53 0-7 � 10!05!2001 16:21 9047370769 SELLA PAGE 03!04 err Product and Glazing El Performance Glass Performance Charts: All Products PG-29 Use the glass oharts on the following pages to verify that the glass thielmess of a unit will meet the specified design. pressure, These charts show required nominal thiekt►oss of rectangular plate, float and sheet glass,based on minimum thickness allowed in ASTM E1300-97. jCootact your local P'ellAO representative for performance of glass types and thickness not showo.) Since the charts are set up for single-pane annealed glass,there is a multiplying factor for beat strengthened and tempe=d glass,as well as sealed insulating glass. These factors are listed below: Heat strengthened single-pane glass 2.0 Tempered single pane glass 4.0 Annealed insulating gam* 1.8 Heat strengthened insulating glass* 3.6 Tempered insulating glass* 7.2 *Interior double glazing panels must be glazed to the appropriate single-pace requizmcuent. EXAMPLE., Determine if 2.5 mw annealed insulating glass will vvrk for a 41"x 53"(flume size)clad casement with an established design prssure of 28 psf. 1. Determine the glass area of the unit. If the frame size is 41 x 53,and the frame to glass difference for clad casements is 511,then the glass area of the unit is 36"x 48". (Frame to glass.fonvulas can be found in the iA&vidual product sections.) 2, Use the 2.5 mm chart intersect the short glass side value(36")with the long glass side value(48"). In this case,it intersects at 19 psf 3. Since this example uses annealed insulating glass,multiply 19 psf by the factor listed above for annealed insulating glass- 19 psf x 1.8=34 psf The calculated number of 34 psf is greater than the design pressure requirement of 28 psf. So this unit passes the ASTM standard for glazing design. 2.9 mm(3132") — 2.5 mm(Sl3Z) 70 60 Second Di ' Equivalent Gertrgn,,Loan(psf) f0 15 30 s'�i 2 25 ► C3 30 b 40 10 10 3o 50 70 90 t ingest Glass Side REV 01101 10/09/2001 16:21 9047370769 FELLA PAGE 04/04 Product and Glazing Ei Performance Glass Performance Charts: All Products P(331 5.0 mm Pli a") 5.0(flM Q 60 Secona pu ata Equivalent � 100 Design Load(pS` 90 PMb.of fail=8/1000 15 70 30 26 ~ ra 40 S so ff Y 1 30CO 10 s 10 30tngeM 70 90 100 120 Glass Side (inches) VAJ� 3 CO mm(11411) 60 Second Duration Equivalent 10 .^- Design Load(psf) Rob.of fail=8/1t)00 j 15 100 m �f 20 26 l TO d0 c 50 so 10 10 30 30 70 100 130 150 170 200 1.ong"t 01"s Side (inches) [�O11H/288L L1:00 9047378765 PELlA PAGE 01182 +•iN�r vc G:tt. � ':t7iSf •h.::t� h'y��� wo IL {,�1Y1 M4 i1{ � CA i.V,Vk Y7 r�4i• {�c °�00 u A' id -nAttYd FEE, { ...•,, soh r. u .tib•':' (1 � >4 �+M —1 �r � •i:Hn'•. :ti;�. sir. :��;;•��: Ylnrif f;<itayS � %s•�x; p„ 12020 3!EYVd V-1-13d 69LOLELV06 TZ:9T T00Z/60/0T CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address (4 tl F , �IK/ S X 47"0A/rZ S Date tp 3r- () ( Heated Square Footage 'AP @ $ per sq ft = $ Garage/Shed@ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck �F. @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ l S-0 0 �-Da _ / r $ If Total Valuation 1st $ /,0 41 $ �s-- RemairAng Value $-�-. bl per thousand or portion thereof TOTAL BUILDING FEE $ �0 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE 3-0 WATER IMPACT FEE $� SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) S HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ l ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH i i DEPARTMENT OF BUILDING j 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 24255 - Address: 1896 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: . SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: BEACHSIDE REPLAT Est. Value: Parcel Number. Improv. Cost: _ OWNER INFORMATION Date Issued: 6/12/2002 -Name: TAYLOR, SANDRA J. Total.Fees: 885.00 Address: P. O. BOX 331447 Amount Paid: 885.00 ATLANTIC BEACH,. FL 32233 Date Paid: _6/12/2002 Phone (000)000-0000 Work Desc: INSTALL IRRIGATION M , _ — CONTRACTOR(S) a LIGATION FEES + 525.00 TIA 35.00 325.00 3, Xkat ti ,y r M s t NOT1C Wet �� I�' ill�l' ION t BUILDING MATERIIC SPACE,AND MUST BE CLEARED W DI'kx F � .4 ,. � , '�'+a.�^, .r ��tii"�` A E�.'a'�s s,.�� ...,a -:xx ,�„'r�y�j• "FAILURE TO COMA IN THE i PROPERTY OWNER P` l � u ISSUED ACCORDING TO APPRO # ND SUBJECT TO REVOCATION I_FOR VIOLATION OF APPLICABLE PR i Open: DW71 Type:.OC DrWW::. 1 Date: 6/12M h RwMipt no:, 64381 _-- --._-_-- Of LATER *705-A.B 1 0525.00 AT IC [3EACH UILDIN EPT. 408MON33M � TmA date: 6/12/82 Tiee: 14:46:23 s CITY OF - 9&Uu e4 M SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-SSN FAX(904)247-5905 Date :�` lZ - Z n i C*477 a" ME Tt 2 COST A. L 32-23 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ Water Tap - Labor and Materials to tap into - « water main Rater Meter - Cost of Meter $ Cross Connection Inspection - Inspection by Public Works to ensure backflow - - prevention Sewer Impact Fees - Funds future- expansion of the sewer plant S Water Impact Fee - Funds future expansion of the water plant S Capital Improvement - Funds for improvements , expansion ror replacement to water system TOTAL COSTS $ $8 If you have any questions concerning these charges please call the building department at . 247-5826 . Sincerely, " Don C . Ford Building Official DCF/pah }� OtuntE'R!'f1t.L.ST��-PPt.�'THEISL oL��J�LO�_��'✓�'^iT-g�- Z *'S U L.C. PF_�P 111. '7- r-- 09 -r.is�.. .. .. .. Christopher C. Kathe, Inc. SHEET t OF 2 0 . Consulting Structural Engineers Jacksonville, Florida CALCULATED BY CCK DATE 12/27/99 JOB TITLE 1895 BEACH AVENUE CHECKED BY DATE SUBJECT WALL REPAIR SKETCH NO. SCALE JOB NO. E99-173 +p,pn p V CITY OF ATLgryTIC B CN BUILDING OFP'rCe JAN 0 7 2000 WALL REPAIR FIRST LEVEL, EAST ELEVATION 1895 BEACH AVENUE ATLANTIC BEACH, FLORIDA The procedures of Section 1606.2 of the 1997 Standard Building Code have been used for determining and applying wind pressures in this design. �/-2 7 '��� Christopher C. Kathe, Inc. SHEET 2 of Zo. Consulting Structural Engineers Jacksonville, Florida CALCULATED BY CCK DATE 12/27/99 JOB TITLE 1895 BEACH AVENUE CHECKED BY DATE SUBJECT WALL REPAIR SKETCH NO. SCALE JOB No. E99-173 Code Search I. Code: Standard Building Code, 1997 H. Occupancy: SF= Occupancy Group= R Residential M. Type of Construction: Fire Rating: Roof= Floor= IV. Live Loads: Roof 0 to 200 sf: 16 psf 200 to 600 sf: 14 psf over 600 sf: 12 psf Floor N/A Stairs&Eiatways 100 psf Balcony N/A Mechanical N/A Partitions N/A V. Wind Loads(per Section 1606.2) : Wind speed 110 mph Importance Factor(I) 1.00 Mean Roof Ht 35.0 ft Least width (B) 35.0 ft Base Pressure(q) 31.5 psf Edge Strip(Z) 3.5 ft Roof angle 7.00/ 1? ` 30.3 deg End Zone X(=2Z) 7.0 ft GCp coefficients and Pressures for MWFRS(enclosed building) Transverse direction GCp Coefficients Pressures(c IGCp) Windward Leeward Combined Windward Leeward lCombined Interior Zone: Wall 0.45 -0.65 1.10 14.2 psf -20.5 psf 34.7 psf Roof 0.05 -0.70 0.75 1.6 psf -22.1 psf 23.6 psf End Zone: Wall 0.60 -0.75 1.35 18.9 psf -23.6 psf 42.5 psf Roo 0.10 -0.80 0.90 11 3.2 psf -25.2 psf 28.4 psf Longitudinal direction GCp Coefficients Pressures(c lGC ) Windward Leeward Combined Windward Leeward Combined Interior Zone: Wall 0.25 -0.55 0.80 7.9 psf -17.3 psf 25.2 psf Root -1.00 -0.65 -0.35 -31.5 psf -20.5 psf -11.0 psf End Zone: Wall 0.50 -0.70 1.20 15.8 psf -22.1 psf 37.8 psf Roo -1.40 -0.80 -0.60 1 -44.1 psf -25.2 psf -18.9 psf Christopher C. Kathe, Inc. SHEET 3 OF �o. Consulting Structural Engineers Jacksonville, Florida CALCULATED BY CCK DATE 12/27/99 JOB TITLE 1895 BEACH AVENUE CHECKED BY DATE SUBJECT WALL REPAIR SKETCH NO. SCALE JOB NO. E99-173 V. Wind Loads(cont.): GCp coefficients and Pressures for Components and Cladding(enclosed building) Walls GCp Pressure absolute value IGC )) I� Area 10 sf 100 sf 500 sf 10 sf 100 sf 1 500 sf End zone -1.5 -1.3 -1.1 47.3 psf 41.0 ps 34.7 ps Interior zone -1.3 -1.2 -1.1 41.Opsf 37.8 psi 34.7 ps Roof ❑Monosloped? GCp Pressure(absolute value gIGC ) Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf C -1.55 -1.45 -1.40 48.8 psf 45.7 psf 44.1 ps Se -1.55 -1.45 -1.40 48.8 psf 45.7 psf 44.1 ps Si -1.30 -1.20 -1.15 41.0 psf 37.8 psf 36.2 ps Re -1.30 -1.20 -1.15 41.0 ps 37.8 ps 36.2 ps Ri -1.20 -1.12 -0.95 37.8 s 35.3 s 29.9 s Note: The minimum design pressure for all components and cladding, as well as the MWFRS, is 10 psf. CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOBTITLE J 13cf*&A AJE)Jtt- CALCULATED BY GG I=� DATE I Z.l Z h 0) JOB NO.04"-I) 3 CHECKED BY DATE _ SUBJECT W AL-V �4ff j(\ SKETCH NO. SCALE SH--4—OF Za —TaE�I v� A;c,r'M-r—NA-TZ � GT-I,---kk 7zZ ) 1�' =' .►4G C A oLl fobr,l(ly K/*t-(- 4j � � 41t 1,4 5 m TZ D�7- Dry Tn �U /HCl TT1.lJv-/0� D 7Z-7ZM/ 0 ps G ?o psf= faP I G(1= 2 x 25?s,,= * s psi► z�- ( PSr- t ZD;Por ) X Z4&VS6,° yto /0 &4 It:) fi� /opt;,pl p A-4 oo v1 k4rL U5 F- Zoo o p,c,� 2> �i MFS kTp- FX 4-MWrD A,4 rFnN A-rF- 2�x(�, Ta Z t=n o,.�.� 5p���v I�t�`T 2 ' `�.;• s�P a o z- C9 t Z`o c o ✓ 2��S Ru, 4r- GvTo D 6=xo .6 t D E" Re-zv U//tom.. CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE I j4_9�5' �c.d A ✓G' *06 CALCULATED BY lDATE 111" / JOB NO.4 �� CHECKED BY DATE SUBJECT � P�i/Z SKETCH NO. SCALE SH_ rj OF LO , L,I w1 I-r D 'I� { (Of'l 14 tow- WIN- _ !'d D OPc:r t-n O rM 1W;6KWA.dv"14V4. I''1i,( Nitvey l i�►�.,3c� c r,r�-Yvc� �v,•�(nn�a-n.�Y ; �x Lo p,T-- S%/ Alb 2 i-Of p W4reW - Z .r/� /fir h r . Ski p as t ,8orr-v*" /4A/6 h(v r► 4So L-7-4S 0 2,4 r/b .c r N/,4iC A r�� �77:Aj�S 6 ZA�O ,G. M L✓L Bom-rvl M14IN&ur-t� I ( 1 4-2peWW O X.o� F ® 3Z. '101 U rr dff-1tlat� 6/�5 r--civ- C310c�v«sa F►►its T- Cho 1=p.r. Sip IJc .2 TITLE WALL STUD AT EXISTING FIRST LEVEL REPLACEMENT WALL Zx� SNpS Q 12''c,�, Grade SYP#2 2x6 depth 5.5 width 1.5 d5 5.50 (in) #PCs d2 1.50 (in) Fb 1250 (psi) Fc 1600 (psi) E 1600000 (psi) E'=E*Ct 1600000 1 A 8.250 (in 2) S1 7.563 (in 3) 11 106;(in) 12 kel ke2 lel=kel*11 106 le2=ke2*12 12 lel/dl 19.273 must be<50 le2/d2 8 must be<50 Adjustment Factors Cd 1.6 Load duration. This is dictated by the selected Load Combination. Cr 1.15'Repetitive member Cm 1 Wet service Ct 1 Temperature Cf 1 Form factor Cp1 0.437 Stability Factor,computed below. -Computation of Stability Factor Cp Fc* 2560 Fc*=Fc x Cd x Cm x Ct*Cf Kce 0Z use.3 for visually graded lumber C 0.8 use.8 for sawn lumber Fce1 1292.275 Fce=(Kce*E')/(lel/dl)^2 Fcel/Fc* 0.505 Temp 0.940 Temp=(1+(Fcel/Fc*))/(2*c) Bending 4 Uniform wind 42 psf M1 4916 (in-Ib)/stud=wl^2/8*stud o.c. Axial Loads (lb/stud) (plf) Use load? stud o.c.(ft) Dead 900 900 y Load Combinations FI Live 1000 1000 y 0 Dead Load(0.9) Roof Live 0 100 n 0 DL+Floor Live(1.0) Wind(uplift) 90 90 y Sum A)dal 1990 2090 DL+Floor Live+Roof Live(1.25) Q DL+Floor Live+Wind(1.6) Actual Stress Allowable Stress fc 241.2 F'c=Fc*xCpl 1119 fbl 650.0 F'bl 2300 Interaction fc<FcE1 1292.275 FcE1 =(KcE x E')/(lel/d1)^2 O.K. fc<FcE2 7500 FcE2=(KcE x E')/(le2/d2)^2 O.K. fbl<FbE 4307.583 FbE=(KbE x E')/(Rb^2) O.K. Interaction-1.0 0.39 O.K. TITLE WALL STUDS EACH SIDE OF OPENING AT EXISTING FIRST LEVEL REPLACEMENT WALL Grade SYP#2 2x6 depth 5.5I `+ �I Na width 1.5 �Pa Z 1 2" '�►rT7 dl 5.50 (in) #pcs �j�(�`'wj 6%C' d2 3.00 (in) Fb 1250 (psi) ! �b Fc 1600 (psi) I E 1600000(psi) E'=E*Ct 1600000 1 A 16.500 (in 2) S1 15.125 (in 3) 11 106(in) 12 kel 1j ke2 lel=kel*11 106 le2=ke2*12 12 lel/d1 19.273 must be<50 le2/d2 8 must be<50 Adjustment Factors Cd 1.6 Load duration. This is dictated by the selected Load Combination. Cr 1.!5 Repetitive member Cm 1;Wet service Ct 1?Temperature Cf 1 Form factor Cp1 0.437 Stability Factor,computed below. -Computation of Stability Factor Cp Fc* 2560 Fc*=Fc x Cd x Cm x Ct*Cf Kce 0.3'use.3 for visually graded lumber c 0.8'use.8 for sawn lumber Fcel 1292.275 Fce=(Kce*E')/(lei/dl)^2 Fce1/Fc* 0.505 Temp 0.940 Temp=(1+(Fcel/Fc*))/(2*c) Bending 4 Uniform wind 42 psf M1 17205 (in-Ib)/stud=WI^2/8*stud o.c. Axial Loads (Ib/stud) (plf) Use load? stud o.c.(ft) Dead 3150 900 y 3.5 Load Combinations FI Live 3500 1000 y 0 Dead Load(0.9) Roof Live 0 100 n 0 DL+Floor Live(1.0) Wind(uplift) 315 90 y Sum Axial 6965 2090 DL+Floor Live+Roof Live(1.25) Q DL+Floor Live+Wind(1.6) Actual Stress Allowable Stress fc 422.1 F'c=Fc*xCpl 1119 fb1 1137.5 F'bl 2300 Interaction fc<FcE1 1292.275 FcE1 =(KcE x E')/(lel/dl)^2 O.K. fc<FcE2 7500 FcE2=(KcE x E')/(le2/d2)^2 O.K. fbl<FbE 4307.583 FbE_(KbE x E')/(Rb^2) O.K. Interaction<=1.0 0.87 O.K. �F4V)WV,�`I � WINDOW HEADER BEAM o 1'J-Beam- v5.40 Serial Number:709044547 2 PCs of 1.75" x 14" 1.8E Microllam® LVL 20 BEAMUSA 1111 12/27/99 10:08:19 AM Page 1 of 1 Build Code:099 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4,AJIA40M 7?eZp' z�:' �— 6-3" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,20 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 1000 1000 0 to 6'3" Replaces SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 3125/3167/6292 Detail A3 1.25"LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 3125/3167/6292 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5621 3020 9310 Passed(32%) ,/Lt.end Span 1 under Floor loading Moment(ft-Ib) 7846 7846 24258 Passed(32%) VMID Span 1 under Floor loading Live Defl.(in) 0 0.186 Passed(U999+) AMID Span 1 under Floor loading Total Defl.(in) t4AXb� �Q 175,'1 0.279 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: 1895 BEACH AVENUE Christopher C. Kathe, Inc. ATLANTIC BEACH, FLORIDA Chris Kathe 480 Osceola Avenue Jacksonville Beach, FL 32250 904246-9427 Copyright®1999 by Trus Joist MacMillan,a limited partnership,Base,Idaho,USA. TJ-Pro'"'and TJ-Beam—are trademarks of Trus Joist MacMillan. Microllam is a registered trademark of Trus Joist MacMillan. ` o Reinforcing of 6" cmu wall 1t TITLE: 1895 Beach Avenue 1500 f m 24000 Fs= steel tensile stress(psi) 500 Fb=fm/3 allowed masonry compresion due to bending (psi) 1.33 allowable stress increase due to wind 42 wind pressure(psf) 'r 8.67;H =wall height (ft) Rebar #4 #5 #6 2.67Q RO= Rough opening width (ft) dia 0.5 0.625 0.75 '4;Enter 4 if one cell, enter 12 if 2 cells As 0.2 0.31 0.44 '`2.8125°,d= distance to steel (inches) d (ctr) 2.8125 0.31;As=Area of steel each side (x 2 if two cells) d (ea.face) 3.375 3.3125 3.25 32 D1 =distance to next reinforced cell in wall (inches) 20.00 b= Effective width of masonry(in) Note: The actual placement of bars in masonry 3.00 tributary width of wind (ft) is not precise and the d (ea. face) is the best 126.1 w= uniform wind pressure(plf)applied to width b theoretical placement. Most likely, d will be 0.0055 rho= steel ratio less. 2.90E+07 Es=steel modulus 1.80E+06 Em = masonry modulus 16.11 n = Es/Em 0.341865 k= sgr((np)2 + np)- np 0.886045 j = (1-k/3) 1184.6 Applied moment to width b (ft-lb) 1327.8 Mm = Maximum masonry moment(ft-Ib) for width b 2054.9 Ms= Maximum steel moment(ft-lb)for width b 0.892 Ratio(not to exceed 1.0) , E4 TFrJ�i-;:, TE t, C,ra J �l II, Ifl DI n �I7IL _ 1 _ — �I Tte x$10 Reinforcing each side of wall opening, 6"cmu TITLE: 1895 Beach Avenue 1500 f m I # Hyla TWO f � 24000 Fs= steel tensile stress(psi) 500 Fb=fm/3 allowed masonry compresion due to bending (psi) 1.33 allowable stress increase due to wind 42�wind pressure(psf) 8.67 H=wall height (ft) Rebar #4 #5 #6 6 RO= Rough opening width (ft) dia 0.5 0.6251 0.75 1i Enter 4 if one cell, enter 12 if 2 cells As 0.2 0.31 0.44 2.81125'd= distance to steel (inches) d(ctr) 2.8125 0.6Z As=Area of steel each side(x 2 if two cells) d (ea.face 3.375 3.3125 3.25 32,D1 = distance to next reinforced cell in wall (inches) 28.00 b= Effective width of masonry(in) Note: The actual placement of bars in masonry 5.33 tributary width of wind (ft) is not precise and the d (ea. face) is the best 224.0 w= uniform wind pressure (plf)applied to width b theoretical placement. Most likely, d will be 0.0079 rho= steel ratio less. 2.90E+07 Es= steel modulus 1.80E+06 Em = masonry modulus 16.11 n = Es/Em 0.392556 k= sgr((np)2 + np) - np 0.869148 j = (1-k/3) 2104.7 Applied moment to width b (ft-Ib) 2093.9 Mm = Maximum masonry moment (ft-Ib)for width b 4031.4 Ms= Maximum steel moment (ft-Ib)for width b 1.005 Ratio(not to exceed 1.0) -E:a -F TP -_�, TEE,_ TO TE,_ -�J ST1 L i i � i v cn z a C?, C') 1 / I nnEn 5r: 7O AJ r i L CJ p�.l�% CO/�t/lG`=Z TC>/Z� . m D C ?J z a U1 O co m �*. —{ -< 0 O i, a) cn �X(ST11�Co j GNLU Y{-u, C"'1f,<<j-]7�(� g�'GMO �14LC� C 2 � m � 5 S�-rv��o RTp�.►�1�Z� 2xS z X���p.� S�p r�a•z C c� -r©F, pi-ArC � D m -I �. m irk CD 'z E � 0 • n m m m_ N ' LVL �..=�°C►^�'1• ��w C,C-" _ � I(QaLowtwton� a �Z''p•c. cnO Z�s x� p•T•s�pa�•ico •� m 2�-5 z'4!o �•T• S�pNO•Z � �Q Fig L.L. co O Ts�P�V�•Z ._..✓..JJ �`lo p•T• 176 A, o �' ra ao�T.rr kl �,�-ic .9�k..�o,U 8orr�wl �Ttstas 1 0 RGi ��� d 3 2 0 •G (Q (�, CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers _ JOB TITLE /90)f) B�Gd R'yCS'7VL'C CALCULATED BY 4 e'VG DATE I Z .A7 %QI _ JOB NO.E00" /73 CHECKED BY DATE SUBJECT SKETCH NO. SCALE SH OF ?Q ,15Ti Q C� F-1 oO R• L—' -lfaT�1,V `I ap- Vj ft,.,L. 1-912-19VV4 lijCo to 'S� F�j� o?'b•�-£Tt� pc.�vE"�ti1Go RSIvO STR ? Nj ��— � Z�x lair p•� • s�p N a•'�.. ' o t� 1�c.r�'rL f'D P %pG Z--0-0 ,o 1-��p�tz•G.1 p �� 8. 3� GvMwtoN k1 Ai L/ 2i� m'�p.t• S�) paw• Z sr�ps 6 ►Z-'�o•� Fy�o m E4c.q :o c sT Qe013c.57- To'�- ''2',GPX �c� V�tinD �l�Ww t�T��►9c� . Z�'4 (Q`\ p X10 1 $OTT-0►� per�f?i't �o0 �Z>f-\-n©►J �� iy W t -z a • G 0-rl�r�� v �jTU L'> Z �o c,.�-� � Flo r- Ir"1L•t�T� c moo' �-r- Tt tilC��. -4 fzY�►�l� Yew �t-T-��-�I�T� __ Z S E M C rM METAL CONNECTORS RAFTER CLIP / STUD PLATE Technical Support (800) SE SPECS - (800) 737-7327 Design Features: • A fast, economical tie to secure rafters/trusses to wall studs �✓ and top plates and from studs to sill plate. Materials: 20 - 18 gauge galvanized steel 1^' Footnote: May be installed on each side of plate for twice : Al Al the load (Except for SPT series). Installation: 2-16d toe nails from truss to top plate t, equals 300 lbs. additive to listed lateral loads parallel and perpendicular. Use all specified fasteners in schedule W2 ' A2 to achieve values indicated. Fastener schedule and ' A2 allowable loads are per pair for the SPT series. Ratter application Stud application See General Notes: 1, 2, 3, 5, 6, 8, 9,'10 HCPRF Code Complaince: SBCCI #9494 (SPT only), NER#510, Metro-Dade County Report #96-0624.01 W2 DIMENSIONS FASTENER ALLOWABLE LOADS SCHEDULE H SIZE PRODUCT GAUGE LATERAL WIND/EARTHQUAKE PER CODE TRUSS/ (S" UPLIFT UPLIFT CTN � - W1 W2 H STUD PLATE Installation) 133% 160% SPT22 Al A2 8d 10d 8d I 10d 5-Way Grip Clip CLPSW 18 19/16 3 314 6 11 530 540 100 Rafter Clip/ Al Single Stud Plate HCPRS 18 19/16 51/4 43/8 6 5 395 235 540 540 540 540 100 Rafter Clip/ i, HCPRF 18 19116 51/4 51/4 6 6 395 235 540 540 540 540 100 .�� Dbl.Stud Plate �% Rafter Clip HCPRS3 18 29/16 61/4 51/4 6 6 – 540 540 540 540 100 Rafter Clip HCPRS4 18 139116 71/4 5114 6 6 -- – 540 540 540 540 100 �I Single Stud Plate SPT22 20 119116 3112 4318 8 8 1120 520 --- 1190 — 1430 100 n A2 Dbl.Stud Plate SPT24 20 119/16 31/2 5 518 12 12 1 t 20 520 -- 1790 -- 2150 50 s < Wt Al 13/8, K �I z tir � � � Al CLPSW HCPRS 1, wt I SPT24 f TOP PLATE ANCHOR PRODUCT DIMENSIONS PER Design Features: SIZE GAUGE CODEW H CTN . A fast, economical tie to secure top or bottom plates to studs. 2x4 20 35/8 7114 100 Materials: 20 gauge galvanized steel 2x6 TPP6; 20 5 518 7 10o Footnote: *Has more holes for higher loads. 2x8 20 1 75/8 83/4 100 Installation: Use all specified fasteners in schedule to achieve values indicated. TPP �, 2X8 TPP812 20 7518 12 100 See General Notes: 1,2, 3,6, 10 `"'z• Code Compliance: NER #510, TOP PLATE Metro-Dade County Report #95-0818.14 APPLICATION NUMBER OF FASTENERS NUMBER OF FASTENERS FASTENERS WIND/EARTHQUAKE FASTENERS WIND UPLIFT 133% UPLIFT 160% ;,/ {. 2 4 6 10 112 2 4 6 8 10 12 265 535 800 1065 300 1335 8d 320 640 960 1280 1335 1335 SILL PLATE r L 10d 320 645 970 1290 1335 I. 10d 385 775 1160 1335 1335 1335 APPLICATION 40 _ TM IZSEMCO (:E/-z1D2 METAL CONNECTORS DRY WALL CLIP Technical Support (800) SE SPECS - (800) 737-7327 Design Features: - • Eliminates blocking at top plate, corners, and end walls. • Grip-tooth prongs help eliminate nailing. • Reduces material cost. • Eliminates ceiling to wall cracks due to truss float. Materials: 20 gauge galvanized steel PRODUCTGAUGE DESCRIPTION PER CODE CTN S500SM 20 Grip Tooth Clip For Use 250 With Any Wall Material r 6 S500 ROLLED STRAPPING Design Features: 1 1/4" wide strapping is conveniently packaged in a � roll-out dispenser carton. Use for cut to length strapping at site. Product code stamped every 6" along strap for easy � . identification. ' Materials: 22 - 16 gauge galvanized steel Installation: When using every other nail hole to achieve code required minimum spacing of nails, double the end RS length required each end. See General Notes: 8 Code Compliance: S.B.C.C.I. #9494 ENO LENGTH �[ I CLEAR SMN ALLOWABLE LOADS NAIL WIND/ PRODUCT PRODUCT END SCHEDULE FLOOR PER CODE GAUGE DESCRIPTION CUT LENGTH LENGTH PER END DESIGN EARTHQUAKE CTN LENGTH LOAD UPLIFT UPLIFT 100% 133% 160% Clear Span+19' 91/2 11-8d RS100 18 1 1/4'x 100' 950 1270 1270 1 Clear Span+16' 8 9-10d Clear Span+24' 12 ��. RS150 16 1114'x150' Clear Span+22' 91/2 11.10d 1230 1645 1645 1 Clear Span+19' 91/2 RS200 18 11/4'x200' 950 1270 1270 1 Clear Span+16' 8 9-1Od Clear Span+16* 8 RS250 20 1 1/4'450' Clear Span+13' 61/2 7 755 1010 1010 1 Od Clear Span+14' 6112 7-8d RS300 22 1 1/4'x300' Clear Span+12' 6 6-10d 625 1 42 rM IZSEMC: O METAL CONNECTORS RAFTER TIE Technical Support (800) SE SPECS - (800) 737-7327 Design Features: • Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, EQUAL FASTENERS EQUAL FASTENERS N IDE framing over girders and bearing partitions. F y 6EA�H_SIDE__y Materials: 14 - 10 gauge galvanized steel Footnote: Reference to the alternate fastening schedule page 6. Other lengths and gauge sizes available. See Example for 1" wide x 12" long rafter tie. truss anchor page for lateral loads. Use specified fasteners each side in schedule Installation: Use all specified fasteners each side in listed to achieve values indicated. schedule to achieve values indicated. See General Notes: 1, 2,3, 6 RTP Code Compliance: NER #510, /� — - Metro-Dade County Report #95-0818.13 W J. FLAT 1" WIDE 14 GAUGE STRAP - - ALLOWABLE TWISTED DIMENSIONS FASTENER LOADS SIZE PRODUCT GAUGE SCHEDULE WIND/ PER CODE EARTHQUAKE CTN / W L NAILS UPLIFT UPLIFT 133% 160% i 8 RTPGA88 14 1 8 4164 605 725 100 Q\ y 10 RTPGA810 14 1 10 5-16d 755 905 100 12 RTPGA812 14 1 12 6-16d 905 1090 100 � � 14 RTPGA814 14 1 14 7-16d 1060 1270 100 `j 16 RTPGA816 14 1 16 8-16d 1210 1450 100 18 RTPGA818 (14 1 18 9-16d 1360 1635 100 20 1 20 10-16d 1510 1815 50 RTPGA824 1 24 12-16d 1815 19W 50 28 R 1 28 13-16d. 1950 1950 50 30 RTFGA830 4 1 30 13-164 19W 1950 50 •II W RTPGA836 14 1 36 13-16d 1950 1950 50 When ordering please specify "F" for flat or "T" for twisted. 1" WIDE 10 GAUGE STRAP Only available flat FASTENER ALLOWABLE LOADS SCHEDULE PRODUCT DIMENSIONS WIND/EARTHQUAKE PER SIZE CODE GAUGE NAILS UPLIFT UPLIFT CTN 133% 160% = ti,4 W L 10d 16d 10d 16d . — \ ' 12 RTP10812F 10 1 12 6 925 990 1110 1185 20 16 RTP10816F 10 1 16 8 1235 1315 1480 1580 20 20 RTP10820F 10 1 20 10 1545 1645 1850 1975 10 24 RTP10824F 10 1 24 12 1850 1975 2220 2370 10 28 RTP10828F 10 1 28 14 2160 2305 2590 2770 10 J 32 RTP10832F 10 1 32 16 2470 2635 2%0 3160 10 36 RTP10836F 10 1 36 1 18 1 2775 2965 3330 3485 10 44 Anchoring Systems Kwik Bolt II Expansion Anchor 4.3.3 15/zo 4.3.3.1 PRODUCT DESCRIPTION Nut Washer Collar\ Wedge Dimple The Kwik Bolt II is a stud type expansion anchor with a single / piece wedge that performs as three independent wedges if necessary to provide consistent performance in a wide varietyrF„ of medium-duty applications.Applicable base materials include in.`f concrete,lightweight concrete and grout-filled block. ” > Product Features / Impact Section Anchor Body Wedges Expansion Cone • Loads can be applied immediately (Dog Point) • All bolts have length identification • Can be installed in bottomless hole • Very suitable for setting through in-place fixtures • Tamper-resistant nut(HTN)available(sold separately) • Good performance in matched tolerance diamond core holes • Dimples on wedges prevent anchor spinning during installation • Impact section prevents thread damage during installation Guide Specifications Expansion Anchors Expansion anchors shall be stud type with a single piece three section wedge and zinc plated in accordance with ASTM B633.The anchors must meet the description in Federal Specification FF-S-325,Group II,Type 4,Class I for concrete expansion anchors.Anchors shall be Hilti Kwik Bolt II as supplied by Hilti Fastening Systems,P.O.Box 21148, Tulsa,OK 74121. Installation Anchors to be installed in holes drilled with Hilti carbide tipped drill bits or matched tolerance diamond core bits. 4 Anchors shall be installed per manufacturer's recommendations. f Listings/Approvals • Underwriters Laboratory No.203"Pipe Hangers"(3/8"-3/4"diameters) • International Conference of Building Officials(ICBG):Evaluation Report No.4627 • Southern Building Code Congress(SBCCI):Report No.8913 • City of Los Angeles(COLA):Research Report No.24946 • Conforms to the description in Federal Specification FF-S-325, Group II,Type 4, Class 1 • Factory Mutual(FM) KB 113/8"x 2 1/4"w/Rod Coupler • Metro-Dade County Approval 93-0224.04 MECHANICAL I PROPERTIES 4.3.3.2 MATERIAL SPECIFICATIONS ksi(MPa) ks(Mmin.Pa) i Carbon Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except 41 282 75 517 i countersunk KB ll,KB 11 1"x 6",KB 11 1"x 9"and KB II 1"x 12"which conform to ASTM A108 75 (517) 90 (620) with chemical composition of AISI 11 L41 Wedges are manufactured from AISI 1010 carbon steel,except KB 113/4"x 12",KB 111"x 6", N/A N/A KB 11 1"x 9"and KB 111"x 12"wedges which conform to chemical composition of AISI 304 Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements N/A N/A of ANSI B18.2.2 Washers are carbon steel conforming to SAE 1005-1033 and meet dimensional requirements N/A N/A of ANSI 18.22.1 Type A Plain All carbon steel parts are zinc plated in accordance with ASTM B633,Type III Fe/Zn 5 N/A WA Stainless Steel KB II studs conform to ASTM A276 or ASTM A493 with chemical composition of either AISI 304 or 316 1/4"thru 9/16" 76 (524) 90 (620) over 9/16" 1 64 (441) 1 76 (524) Stainless steel wedges are of the same material grade as bolts or superior. Nuts are stainless steel conforming to ASTM F594 with chemical composition of either AISI 304 or 316 and meeting dimensional requirements of ANSI B1 8.2.2 to conform with stud material Washers are AISI 304 or 316 stainless steel conforming to ASTM A240 to conform with stud material Note:Special Order KB 11s,nuts and washers may vary from standard materials. 100 Hilti Product Technical Guide 10/97 Anchoring Systems Kwik Bolt II Expansion Anchor 4.3.3 1 lo�z� { Item Number Description Thread Threads Box 304 316 304 Stainless Carbon Diameter x Length Length Carbon Carbon Steel in. (mm) in. (mm) Per Inch Quantity Steel Stainless Stainless Countersunkt Steel Steel Rod HCKB = 4 Steel Steel Countersunk Coupling 1/4 x 13/4 3/4 ( 19) 20 00045359 00230984 — — — — — 1/4 x 2 (3/16"thread) /,6 ( 11) 24 — — — 00045427 — — — 1/4 x 21/4 3/4 ( 19) 20 00045360 00230985 00238483 — — — 00229630 1/4 x 3 (3/16"thread) 7/15 ( 11) 24 — — — 00045428 00045435 — 1/4 x 31/4 3/4 ( 19) 20 100 00045361 00230986 00238484 — — — 1/4 x 4 (3/16"thread) 7/15 ( 11) 24 — — — 00045429 — — 1/4 x 41/2' 3 ( 76) 20 00045378 00045404 — — — — s 1/4 x 5 (3/16"thread) 7/16 ( 11) 24 — — — 00045430 — — "t 3/e x 21/4 7/e ( 22) 00045362 00230394 — 00045431 — 00045438 i' 3/a x 3 1/e ( 22) 16 00045363 00230395 00238486 00045432 — ` 3/a x 33/4 11/a ( 28) 00045364 00230396 00238487 — — 3/8 x 4 (5/15"thread) 9/16 ( 15) 18 — — — 00045433 00045436 i ?R' 3/8 x 5 11/a ( 28) 16 00045365 00230397 — 00045434 Jh : 3/8 x 7 4 (101) 50 00242538 00045405 — 1/2 x 23/4 00045366 00229232 — 1/2 x 33/4 11/4 ( 32) 00045367 00229233 00238491 13 00045368 00229077 00238493 1/2 x 51/2 00045369 00229234 00238492 4 (101) 00045379 00229235 — 5/8 x 33/4 00045370 00045394 00045475 5/a x 43/4 11/2 ( 38) 25 00045371 00045395 00045476 5/e x 6 11 00045372 00045396 00045477 5/8 x 7 00045373 — — 5/8 x 81/2' 31/2 ( 89) 00045380 00045407 — 5/8 x 10' 41/2 (114) 00045381 00045408 — 3/4 x 43/4' 20 00045374 00045398 00045479 3/4 x 51/2 11/2 ( 38) 00045375 00045399 00045480 3/4 x 7 10 00045376 00045400 — 3/4 x a 10 00045377 00045401 — 3/4 x 10' 31/2 89) 00045382 00045409 00045490 3/4 x 12' 41/2 (114) 00045415 00045410 — 1 x 6 21/4 ( 57) 00045412 00045402 00045483 1 x 9 21/4 ( 57) 8 5 00045413 00045403 — 1 x12 3 41/2 (114) 00045416 00045411 — f 1.With 2" O.D.washer. ` 2.Round Post Nut heads available on special order.Contact the Hilti Customer Service Department for details. 3.Extra thread length version. I 112 Hilti Product Technical Guide 10/97 .` CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers JOB TITLE CALCULATED BY �'�'k DATEIy X27 JOB NO. CHECKED BY DATE SUBJECT KCLyC�-p�j/ SKETCH NO. SCALE SHOF SO 2 1- 1 � II I a CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers 6 �S � TG!^� �E o�p1 JOB TITLE O CALCULATED BY �-+� DATE 1% �7 '�/ JOB NO. CHECKED BY DATE SUBJECT ` n- SKETCH NO. SCALE SHI OF ZD Q V - J � Q * o � z9 J � � 0 r V � � K CHRISTOPHER C. KATHE, INC. Consulting Structural Engineers G JOB TITLE CALCULATED BY GG 1t DATE 4" JOB NO.� CHECKED BY DATE SUBJECT �� � �� SKETCH NO. SCALE SH-1 9_OF Z� c��Z-Ti o&t kv" Co 1 rt-5T4l A-Ti---F 2 it fa�}�.r• 40%1 p A10 •2 T-x, _ p'c.1ArT� W( Imo. S.Y►^c.o T"fl� I'� --� - - P•T s�!r,wti A-b r'�c-r�`.�. B Z4iI&5 .G,. 145 i 4 m -n e- Allam C�aUp OF o dal - Co`x 1[sa, c M 0 le.0 G Norc- Tl E �u.r�'Rw1�' s► ,� � = ( ► � S �.r,-opt F,PttpTz-U w iz-god Co cMt9 Val 1"k VERT'• ,� � 32•o•G 1` Cy t-irI AL.- Gb�1GC.E'TE C>wld. Law' ha c> N �I oil U w i zd�io te," K ps y S � 5 EXISTING DETERIORATED GLU—LAM BEAM f EAST ELEVATION WITH EXISTING SCAFFOLD CITY OF + 617-197 ? Office of Buiidin O iciai REQUEST FOR IN ECTION/ Date t' 4 Permit No. Time A Received ' RM Job Address Locality } �•( Owner's Name c Contractor +- -Q BUILDINGCONCRE E 1 ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing 0 Rough Wiring G Rough 0 Air Cond. & t Re Roofing 0 Slab CTemp Pole G Top Out ❑ Heating Insulation Q Lintel D Final Q Sewer 0 Fire Place El Pre Fab READY FOR INSPECTION Mon, Tues, Wed. Thurs. Friday A.M. Inspection MadRM, Inspector Final Inspection B Certificate of Occupancy E, Date -- CITY OF Y&a& Awzclt -Qo"p�� Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received _ RK 0-7 f77 Job Addres4-- Locatity�r�����"e ^ Owner's Name jContra BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing Q Rough Wiring G Rough CI Air Cond,& �' Re Roofing C Slab 0 Temp Pole Q Top Out ❑ Heating Insulation 0 tet Cl Final ❑ Sewer 0 Fire Place Q Pre Fab READY FOR INSPECTION Mon, ues. Wed. Thurs. .,. A.M. Inspection Mad PM Final Inspection 0 Inspector Certificate of Occupancy 0 Date ARMADILLO CONSTRUCTION 59 Coral Street♦Atlantic Beach,FI 32233 Phone 617-1879 Beeper♦Fax 904-241-7071 ♦Home Phone 904-241-8274 November 14, 1999 Re: Addendum to Permit 419030 Dear Mr. Ford, Please find enclosed as per your instruction,the request allowing the following changes and/or additions to Building Permit#19030 issued to Armadillo Construction for the Mitchell Residence at 1895 -97 Beach Avenue in Atlantic Beach. 1-Cut and remove existing concrete slabs under proposed wood framed stair cheek walls on south ends of garage and house to allow concrete footings as per enclosed architectural drawings. 2-Build aforementioned cheek walls of 6 inch CMU instead of conventional wood framing as indicated on original drawings. 3-Construct support columns for rear deck of 8 inch CMU poured solid with 45 rebar reinforcement instead of 6x6 pressure treated pine. 4-Install new garage doors x 4 Unless otherwise instructed by you, I will go forward with this project with the changes as described above. Sincerely, James N. Bowen State of Florida Certified Building Contractor CB-C059051 (f'' Z log`CON(.- TIE SEAM W/ I-#;5 REDAR SLaPE -ofTo ►UTC N 5TA1>2 SLOPE 5 RED* a 2gllD,G', FILL CUL5 EOTIS COHC, SLAD GRACE. _^pPR0VED dJ CITY OF ATLANTIC BEACH SUILD1NG 01FIr E C.D�G� 'FOCJt'IN C� Nov 1 a 1999 W1 2--t'5JZEPDAP. 20� WALL. AT EXJ�RIOR STAI 6 i'= ) ' MITCNE�L.L RE5IDENCe WILLIAM E13EIZT ARCS 1TIECT6 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 I� PERMIT INFORMATION _i 10CATION"INFORMATION ' Permit Number: 19030 Address: 1895 BEACH AVENUE & 1897 Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 48 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH X62 j j Est. Value: Parcel Number: ` Improv. Cost: 30,000.00 OWNER.0 FORMATION ' ___ _ Date Issued: 10/26/1999 Name: MITCHELL, JOHN Total Fees: 220.00 Address: 1895-97 SEMINOLE ROAD Amount Paid: 220.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/26/1999 Phone: (904)242-8264 Work Desc REMODEL PER PLANS ARMIDIL _ ��: XGM )_ APPLIC t-. :,- Q►TIOI�I` CONTRAPTOR(SFEES;. I LO CONSTRUCTION x� �4;kT PERMIT 220.00 Inspections°Eequiced ____ I _ NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i i i i $220.00 14 Date: 10/27/99 01 Receipt: 000689007 t CHECKS ATLANTIC BEACH B ILDING DEPT. 88188803221888 V CITY OF ATLANTIC BEACH ; 199 PERMIT APPLICATION REMODEL, ADDITIONSQityC93, ALTERATIONS MOVING,DEMOLITIONS BLI;i;�►r�; and Zoning Owner(s) : J01,4j ifff� w Job Address: �gCjf- 4) '7v�• Phone: Lot # Vg Block or Unit # a" Subdivision: Contractor: �yf i State License # Address: 0 4xt7i (I /f*4W7" // Phone No: 190i(-1-VI- 0 2 2K City �fl 7jc. %�y� State /2 Zip Code �zl u Describe work to be done: / +s•-o1� ��'-j�r�cl�� Com(jp+�-G.a. S7Kls..c Gs,tT'c�w� A6-- g- I/ ne p! fe Gam/c.•G- s- wye- AV 7H /w D�9L- Present use of building: Valuation of Proposed Construction: -tf 5�,q 0,09 Proposed use: S19Zr�� Is this an addition? X�7 If yes, what are the dimensions of the added space: ft. X ft. Will the addedarea be heated and cooled? t)O New electrical (or increase) ? A New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COWLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:Q, r/1,�c9W�14. Date: OC�"i7�aC�• k, V11? Signature CONTRACTOR: "L Date: 40 AS TO OWNER: Sworn to and subscribed before me this day of 10 y�+'►"'• MARLO D.FENDER MY COMMISSION# 81 T Y PU I C AS TO CONTRACTO t•*-� EXPIRES:March4,CC 2003 %'+J ` Bonded Thru Notary Public Underwdlers Sworn to and subscribed before me this ay of 'L_ , 19 � NOTARY PUBLIC warn, Patricia Amonette +: .: MY COMMISSION#CC553881 EXPIRES • d? August 27,2000 BONDED THRU TRDV FAIN INSUMM,INC. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET A(-dress NT-/1/0R /lfypOEC He-ated Sa_uare 'Footage n�=' - _ - _ Garage Shea $ �":- /Sa v i s-n i _ -7 F? TOTAL BUILDING FEE Filing Fee S ,leo rerlace i� SI'D $UTL?�TNG PE7,,1_T FEL' S __ WATER IMPACT FEF. $_ IMPACr METEP - -'L IMPRC-VEMEri >. — SEWER TAP RADON ( HRS ) SECTION H PAVING S H.ILRAU1' Ir, SHARES CROSS CONNECTION S SURCHARGES GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanicai Plumbing Eiectric/New Electric./Temp : SwimminaPoo . Septic Tank Well Sign_ Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES : VI 1 -1-1 0, t N ( S.OI°2223"E. 50.17 FIEL.D1 S. 02°55'46 E. 50.061 --- FOUoO gULT ON EAST FADE --FOUND 112" IRON -- -�-y— PIPE, L. 8. I048 CONCRETE BULKHEAD ).N.R. MON. No. R -43 0 1909 0 0 Ci'Y Of AL1urlic each 0 OD B. uilldinU and t Oning 0 OD _ — S. 05°43 59 E CONT COASTAL CONSTRUCTION w 826.79 ._.. 17 s 8.01 S-05 E let a 2nd STORY PORCH 8.21 ia.e - 8.21 z In o, ° o OD " o 2nd a 3rd STORY 14.2' BALCONIES - L 0 T 49 N - STORY ~ LOT 4 7 to -tor } STUCCO m = o ION o t t 26, RESIDENCE 28,� FLOOD ZONE VE BY FINISHED FLOOR It) 8 1986. m I ie ti ELEVATIONS O m FLOOD ZONE x 2 Is FLOOR = 14.75 r t 'ER PLAT. �' _W 2nd FLOOR : 26.29 LINE _'_'"_--�-r"— •��, 2.9 - >r 00 W h -,n BARK USED w Nm tO 0 t POLE AT _ --,- s.4'+/_ v 16.9' C)1 CV ELEVATION Z r� s.� ;0 o_s'��--07' II) W)OD DECK LOT 48 7:8� I ASSOC. (D xj "' 0) O �3 CONCRETE T r WAL L AW. ���o��Et���ollctio FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Coastal Systems � `�' 012704 W t 3900 Commonwealth Blvd. -MS 300 Permit Number. - g FLOR A Tallahassee,FL 32399-3000 (850)488-3180 No. of Pages Attached: f FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES FINDINGS OF FACT AND CONCLUSIONS OF LAW: The request for a permit was considered by the staff designee of the Secretary of the Department of Environmental Protection and found to be in compliance with requirements of Chapter 6213-33, Florida Administrative Code (F.A.C.). Approval is specifically limited to the activity in the stated location and by the project description, approved plans (if any), attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62-4.100,F.A.LC./ PROJECT LOCATION: 3Q t - ' JV PROJECT DESCRIPTION: { 6_7 42 i Lam, �� .A-��ri SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal, state, and local permits are obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this permit include: � I i i i i li STANDARD PERMIT CONDITIONS: The permittee shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either: (la)the owner of the subject property or (I b)h ave the owner's consent to secure this permit on the owner's behalf; and that(2) I shall obtain any applicable licenses or permits w ' y be required by federal, state, I county,or municipal law prior to commencement of the authorized work; (3)I acknowledge that the authorize work is what I requested;and(4)1 accept responsibility for compliance with all permit conditions. DateApphcan's Sign / 9r Telephone Telephone No.ature ! 7 Applicant's Printed Ttavde .J 7 If applicant is an agent: 5 ! printed name of property owner -property owner's address property owner's telephone no. DEPARTMENT FINAL ACTION AND FILING AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Protection by the undersigned staff designee,and filed on this date,pursuant to section 120.52,F.S.,with the undersigned designated I Deputy Clerk,receipt of which is hereby acknowledged. j r / E _ v Staff Designee/ eputy Clerk Printeff Name of De ignee/Deputy Clerk Date PUBLIC NOTICE IS ON THE BACK OF THIS PERMIT. EXPIRATION DATE: (Emergency permits issued pursuant to Section 6213-33.014,F.A.C.,are valid for no more than ninety days and other field permits are valid for no more than 12 months. The staff designee may specify a shorter time limit.) ,i EMERGENCY PERMIT: ❑YESNO Approved plans are attached: ❑YES RIAO POST PERMIT AND PUBL C NOTICE CONSPICUOUSLY ON THE �S'ITE DEP Form 73-122(Rev.8/98) [White Copy-Tallahassee Office] [Yellow Copy-Applicant] [Pink Copy-Staff Designee] i' �y Kook 9427 Pg 1591 rLA. Its? LAWS 1`r RAMCO FORM AM rs 7 13.1 3 w Autirr of 4VMKrA%K IN DUrL1CATRI Zu fvllont it titin mixtztt: The undersigned hereby informs all concerned that improvernents will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Z� t� Description of property ............................................................................................................... W . f.oT........-.I?................. ? ?... Z ' 1 1.. ...... .r!�I.....'.....1�!r�cI.......a"................. �! r� ......../f,........ . � ... .... /.. ...........1....5.4 .......... ..?......... ...... . LU o ................................................................................. . 7.............A"..ew,...................................................._..................:........................... tn _ CL General description of improvements....... � 1'd' ..... ..1�..... ..... �....' �'`1 �. 6''I............................ ........2.� .1-►ak-........ ul, .. U_................................ ......................................................................................................................................................................................................... Owner............c).09// .......... '?fGr....................................... Address........./........ .J.... ................ G �... 7t /7iG ��(- r ., .......3�Z..31. ................ .............. Owners interest in silo of the improvement.....fw.....1 .................................................................................................... fee Simple Title kidder (if other than owner) 1! .r Name...... ..®.................................I....... .......................................................................................................................... Address............................................................................................................................................................................................................................... ,.. .................................................. Contractor �Osr/tra ��� ���?�,ll-:,.o L-9�. `� .?/..'�� Address......?r..�........�'Qx'�?�......!;��....../....r'�1`�.!�...... .�......45 .......................................................... Sureif an N ............................................................................................................................................................................................. ARMADILLO CONSTRUCTION 59 Coral Street♦Atlantic Beach,FI 32233 Phone 617-1879 Beeper Fax 904-241-7071 ♦Home Phone 904-241-8274 December 06, 1999 Re: Addendum to Permit#1901" Issued to Armadi'' Mitchel"r' 1 on 8" CMU columns and footing for to the addendum letter to you dated ,undation plans and an on site ,.ase and garage,the architect for this tumed-down slab is more than ,o locations. The architectural included. Thank you for your Sincerely, pre ��-- James N. Bowen tified Building Contractor CB-C059051 I I I I > aM RAR�tig 51MPSoN MBNA 3�5(0�11�25 I I i ex8 x J�lt CMU W/ T. 4 12MAM 2-450 coNT. I i APPROVEDFI L L CELLO W l GO Qf AT,LANTIC BEACH ISUT DTNO OFFicE I EC 10 1999 TIO -eAWCOT FOR TIHy II i II II I I'-4"x 5'�O Co , AWI6T fConNGr ELEVATION s5o DECK F?AMING (6 D►i-COURSE t)ALCONY COLUMN MITG H ELL RE51 DENGE ATLANTIC UACH - WILLIAM E?�IEkr ARCA IT%Cr5 (OX IZ" (MIH) CONCLa1"Ir. SLOW STAIW5 5 I' l .1 i S Q.S 24" O.0• 9 H CELJ , NICWCR ETA I � I 04 4 FT, 2 x (o TREAD MCklt% I I 6TOU0 ON (oCMO CANT, PT, 6TAIR 67046IF> I II 1� coT FtE6T coUMETa FOLLOW 6LLOM OF51WVLK II I I F-0T I N� CONCRTE 51UEWALk I FINISH 1zAU� a� 451 -24" LNG e 24"oz DDWfL INTO 61DIWALi, ASD 5>✓T WITH 4?OUT EXTERIOR, 15TA I R WALL III= It Olt M ITCHF-LL RE61UENCE . ATLANTIC MAC44 • WILLIAM EBUT AOIT 6 , � asp• DEPARTMENT OF SUMMING CITY OF ATLANTIC BEACH PERMIT I N FORMAT I ON --. LOCATION I NPORMAT!,ON )jerrnilt Numbert 17008 dressM 1897 BEACH AVENUE Fermi# TYPe.FENCE ATLANTIC BEACH, FLORA DA 3 n brk.NEW LEGAL DESCRIPTION ` ono x Type:ALUMINUM El cck:2 Lof: 48 Top: OraPnsed Use.,FENCE Section: 0 Sued. Rn ; 9 Dwelli;Ags : 0 Subd .vision*.NORTH ATLANTIC REACH Est. Value: 0 .00 Improv. Cost: 3,750.00 Total Fees. 10 .,00 Atnt Psid; 10;.00 Date PaSk1gg8 ark lec - f SER PLANS "APPLICATION PEES ameJOHN, !l � ., �I�"CHELL,' E� �` 10.00 ted r �CEjEEAHLORIDA, 3223 ` one: " All .: COZY TOR, I � i:.. " � RXAT I ON Mme tt PROP Y ER ' ddb" . 4 Li c: Ew f ap",4 NOTES;' j i 1 i 1 NOTICE- INSPECTIONS MUST DE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UPLAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER i "FAILURE TO COMPLY WITHL THE MECHANICS' LIEN LAW.CAN RE$ULT.IN f k THE PROPERTY OWNER PAYING TWICE FClR BUILIIG IMPROVEMENTS." j ISSUED ACCORDING TO APPROVED PLATS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO_REVOCATION FOR VIOLATION OF,APPLICABLE POOVISIONSS OF LAW. i { ;ATLANTIC BEACH BUILDING DEPARTMENT , F I f k APPLICATION FOR FENCE PERMIT X12 3v un�'�( 'early Owners Name Joann 4 E1 Iz,qLv- Mi- c,( 1,11 —Phone_- 42 - 8 2 b 4 Joh.Address. 19q 7 geA cA A ve, Lot 4 � Block and/or Unit # Z-- Subdivision Ndy"A 64g;4c 7��r_4 Contractor if different from. owner FprLyzr- F&Ic.� Valuatio.n_of.fenca5 3-7-S-010 0 Corner r interior_L t Type of Construction Show location and height of fence as well as location of street(s). RECr ­­,-, i'" d hi 19 1998 City of ,Atlantic Beach Building and Zoning Owner Signature Date Contractor Signature Dtte, . "t�V1.3r� (UNGEP '��NSTRUCTIC'N+ - ^• -c �',F. �` ly ;N'-RE E JvhLNUMBEP 1?' ( v�` "C"'RC,iNAc N:_ N�M8ER;: 18�5.34 FIE, �LX .3744, ' �3ha� N. 89'46 52" E. 188.10' NCRE7E STORY /'1 Y OS' UCCO -E NCt�DEt� r l G; ROID£NCE RE AIN)N;.- ! h �. �- THREE STORY STUCCO J. ANDGARAGE T Fi NUi+rIOER 1893 �� �� : >�/� •� BASEMENT No. 1895 - O a Owo S �+ i L��GR ONrRETE ��•` Oa ~L A``1) F �Trt F � �` - a tS c - ?8.9 % FINSHEJ FL`QR tLE1�A`�QN- b ro r� GAR �- _ BACEMEN7 FLOP ch /1 n O G.= 1NC�E�t Jr JVI�� ?5-� i j n01 ?� �, CON-PETE, �! I�1 �' �" S. 89"46'52 W. 188.02' ' ; r�N��E 1 F,LNC � `p P;P�-7 -'� ?F,�N TC ,P, 'N" i n 1 r PCkE� N: { 4� -L ,Of: �,yE SE N rV• .CSN '�FNt_E N ;ME�'E 5 ti^MeEP 189 ZO CN NTF NI-Jtv FM,AME REQ,-r_:N E _ a N' QUEN , A - -- �- � ? - �M �rsr :'A ?a•� �:ONSTRUCTlC,ty �:NE r - E NLPT�EPL7 AND SOUTHER_: {{- OF 7Pc' 18th STREET C` O` �E==RcNr;t,^ �)N THI_ DRAw,N46 ..� r ?QU',`UFE NuMEEP 1"911. r � -UPE. N(AIEEFE-7, 1.,991 ANG ''i99 N,-FTI-+EF! CCpNE2 CITY OF N2 5029 ATLANTIC BEACH FLORIDA �1 NAME— ADDRESS- CITY AMEADDRESS CITY c i 7 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS 716 OCEAN BOULEVARDP.O.BOX 26 Each application for building permit must be accompanied by two complete ATLANTTCBEACH,FLORIDA32233 sets of plans. including a detailed site plan. indicating location of TELEPHONE(904)249.2"G utilities. parking, size of yards and other data as required by code and/or the building. zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq,ft. or more); and a recent survey of the land for new construction and additions. APPLICATION.CHDCKLIST f yv / V 1. Building Application form f r MJF. J 2. Two complete sets of plans ) l ' 3. Detailed Site plan 4. Recent Survey. if required L/ 5. Owner/Builder Affidavit- *Required when owner acts as contractor TINE REQUIRED FOR PERMITTING VARIES; APPLICATIONS ARE CONSIDERED IN TIM ORDER RECEIVED. SCHEDULING INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working ay; please specify am or pm inspection. When calling in an inspection please have the permit number, ob location and type of inspect iog needed. Inspections are scheduled as o lows• 1. Footing 2. Under slab pluabing/sewer 3• Slab 4. Framing, rough electrical, mechanical. plumbing call for cover-up on building. use building permit number and reference other applicable permit numbers (electrical, mechanical. etc.) 5. Insulation 6. Final inspection/Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until the building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $Ili 3s charged for all reinspections. w ?ROPERTY DESCRIPTION CITY OF ���ast�CG Z7CCZG/t - 7E07C1�Q _at *-_� ---Block # Section _ Z' 71GUCEAN BOULEVARD � �� �- ------- P.O.BOX 25 A ATLANTIC BEACH,FLORTDA 32233 ' 7 I 'TELEPHONE 19041 249-2395 3ubdiviaion: I J itreet Name 6 66 DESCRIPTION OF WORK )r Address1: __ __ ____________ -If in a'FLOOD HAZARD r 'food Zone:_ _4ft�U,-L.J--_wren completer page 3. Brief - #,a �� _ Description:_� L,' �Ga Class of Work: (New/Remodel/Addition) ��_____ .011ING INFORMATION Type of Conetruations_4�� L ��1 zoning Proposed ristrict:Sj Estimated Value :xceptians or Materialszc------------- ariances Granteds............... Solid or ------------------------------------------ FilledGrounds_-;�6>1 I I/)-_--Rol.- OWNER ---Rof:OWNER INFORMATION Method of Heating s_r��K_76 Property Owners_ Li� S 1j_,L,f _� c,� F !1✓vit e� y 1 -- - -- - ------ Phone s--- mailing -`- ------- Addreasa.. 9 ------------•------ ZipI !?Z 2 i CONTRACTOR INFORMATION Contractor: �to Phones �--- mailing Addrepa s J _ ,1/. ia' t C r L -- - ---G = '.-� �------------ DateExpisat��oL�,1�< �- License Numbers_ / I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW INC SANE TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK, WILL EE + � COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. TNS GRANTING OF A PERMIT DOES NOT PP.ECUME TO r GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RULES. REGULATIONS. ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tt(E .esti PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT INC ISSUANCE OF THIS PERMIT IS CONTINGENT UPON TUC ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING Ks i.�.1=• DATA HAVE BEEN OR SMALL 86 PROVIDED AS REQUIRED. I;�, f} ► �S Owner Signature = ==�-- - Date _ ��J --- — _-------- — — --- Contractor Signature_ ______Date_ �i !1_ FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments K L,� t Flood Zone: ---------------------- i' Required Lowest Floor Elevations ,� 5 --------------- If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be trade and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: ' Applicant Acknowledgements I understand that the issuance of this permit is contin-gent upon the above Information being borrect and that the plans and supporting date have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No.' 25-7-11 and all other laws or ordinances affecting the proposed development. Date- �1-_____Applicant's Signature_ �,� -------_..__ -- -- ---------------------------------------------------- Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation Survey Filed Filed with Building Department Building Department_Representative page 3 a CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION A �Ofl� 1-4 Y? 11,4 l Atl,,,i,c 6e,,4 2-91 -225 Owners Name Address Phone 'Location of proposed tree removal SECTION A - (For Additions and Site Alterations on Owner occupied Single Family properties) 1 . Describe proposed Additions/Alterations: AJrA 2. Specify trees proposed for removal as follows: TREE COUNT SPECIES SIZE(DBHXHEIGHT) CONDITION 3 P�1�,5 2- 3. 3. Will any of these trees be relocated on this property? /v° 4. Are any replacement trees to be planted? NIA 5. Describe replacement trees: (Number, species, DBHxHeight) IIJIA 6 . Attach a site plan showing trees and structures. SECTION 8 - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography b) Existing and proposed structures c) Location of all trees w/ DON of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, • Article II bf the Code of Ordinances of Atlantic Beach. Owners Signature bate CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for• Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL. 32220. (781-1434) CITY OF /*ieu4c Fead - 9(ma4 800 SEMINOLE:ROAD ATLANTIC BEACII,FLORIDA 32233.5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE To: Water Department City of Atlantic Beach Date: -L� --------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer required: Permit Number Address ----- .---'----�'(-------------------- -------------------- -------------- ------------------------------------------- Sincerely, i Don C. Ford Building Official DCF/pah cc: City Manager ItItoof ' ���{ lord G Southern Star? the ith fl�ivos'a4 o{ Seettion 1p9 °tasha e°rrr}�lturrcc w m is to nt to the re4uiressuaree this strut r the tollou'rrr' .� ,ua tii to issued that at the time °f r u Torr° use r° Qctmcri rCp t � Gt cert�f a ing L°rrstr g\dB / his oac Gertijy ildirr, ? Buildi C rites �eygUlat1 n4 ` ° ortdirta 3�' Fice rh r 1 VaTio ` aates5 ` y-i l Gnc of 6�aa�ng Cy Vire t as s .SCA 1000, i {� ttftratr of (Orrupaury CITY OF , #t hack-R Brpartmrnt of Nuitding Jn prrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification , _l`' h'i. Ci,,` Ice bldg.Permit No_ _3`{1 S 46 Group i 14'" Typo Construction f Fire District Owner of Building_L. "' t� i __ Address�_iJ�f, Building Address3 Lk+,t _._.Lorality_�Imoi:; a By �2. _ JON,C,� ,P), Building Official Date OMT IM A COM4IIC0004 ►LACY. 1' i DATE: rRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET , . JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: Z-,�-------------- ------ 1 ------------------------------------------------- ------------------------------------------------- ------ 1 __------------------------------- --------------- ------ 1---------_----------------------- _______________ SINCERELY, , BUILDING INSPECTION DIVISION cc:FILE R r TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. ' Address Enclosed are our (blue) copies of the permits. Please update your records accordingly. Thank u, BUgLDI CL RK CITY OF ATLANTIC BEACH /vcb 1 •p TRANSMITTAL DOCUMENT FOR JEA DATE: /-,3 The following permits have passed "rough" inspection: Permit No. Address Enclosed are our (blue) copies of the permits. Please update your records accordingly. y_ BUILDIN CLERK CITY OF ATLANTIC BEACH /vcb r CITY OF ATLANTIC BEACH, FLORIDA �r6 6 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �2'- '%. eaw.. �2'- ! 'kc ELECTRICAL FI IRM: MASTER ELECTRIICIANN SIGNATURE JOURNEYMAN NAME d aghs )rOR.D ADDRESS: 1993 '"o '4114r RFD BOX BLDG.SIZE BETWEEN: RES.0 APT.( ► COMM.1 1 PUBLIC( ► INDUS.i 1 NEW( ► OLD( 1 REW. ADDITION ( ) TRAILER ( 1 TEMP.( 1 SIGNS ( ) SQ. FT. cCRVICE• NEW l*. INCREASE ( 1 REPAIR ( 1 FEE MOTORS H.P. VOLTAGE PHS NO. H.P. VOLTAGE PHS $ SIGNS NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN INCANDESCENT LAMPS TIME SWITCH ,u 0 ( , DEPARTMENT OF EUILDINO CITY OF ATLANTIC t ,4CM PERMITaNFI R1'!A 'ION ------ LOCATION INFORMATION "Permit Number t 5011:L' Addre s` 1"B9 BEACH AVlZNUE I' ll T"ot MECHANICAL ATLANTIC BEACH," IrL09IDA 32233 cxm0a of Workt ---------- LEIAL AEBC)OIPTION t Cpostr. T"o t WOOD FRAME Lott t Sectirtn t Propo"d Uoe.t BINI LI FAMILY Tt xlrx> hid p RNG. Q Asr�rl linger t 1 Godot O Subdivisic.sxt t,' NORTH ATLANTIC BEACH Estimated Vaklte t #O.00 Improv, Cost: $0.00 Tot 1,. t $33,00 , Amoui ��.<t?tt 0102 CE -Alit �v NEW 49;40 A "IO)Li - - �q APPLICATION FEES ' PERMIT $33.00 Add r AVENUE WA IMPAC . ,FEE $0.aQ 11 I i R, FLORID e eEF let RADON GAS-H. R.S. $0.00 --__- 'OR,, FI RHAuN RADON GAS 5%' $0.00 heat URH ATIN A A MATER., TAP00 Add20 EVARD SEWER `llvP $0.00 i Ck GLe BEACH, FL 3226C HYDRAULIC SHARE *O.UU' Li "s � Type: 3 Re-INSPECT FEE o ° rTt?C) ell BEC. H IMPACT FEEsGI, NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT P BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULtU AWAY'BY EITHER'CONTRACTOR OR OWNER �I~ALURE TO, CC1M1 'LY`1NITH THE MECHANICS' LIEN LAW CAN RESULT IN ` ` t "PR ?PER' Y w PA'YI'"NG "TWICE F B�#tl O.J It �I�t�Y��1AE[�T ." LJ I I.ACCORD"ING'TO APPROVED PLANS WHICH ARE PART OF'THIS PERMIT AND SU O REVOCA" FOR - $ tIb"T1ON OF�AP"PLICAO E"PROVISIOIJS OF LAW. ; " E7 ATLANTIC BE BUILDING DEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH '50 ATLANTIC BEACH, FLORIDA.32258 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, lll, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Subdivision 11. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good..practice listed therein. Name of MechanicalContractors v Contractor (Print) I Master Name of Property Owner e •�� Signetun of Owner 2e// Signature of or Authorized Agent Architect or Engineer 111. 604MAL INFORMATION A, Type of heating fuel: B' IS OTHER CONSTRUCTION BEING DONE ON � c THIS BUILDING OR SITE? _JG S ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES. GIVE NUMBER OF CONSTRUCTION Q Op PERMIT T �7 Q Other--- Specify IV. MBCK4NNCAL EQUIP 1ENT TO SE INSTALLED NATURE OFWORK (Provide complete list of componenh on bock ofthis form) n- Residential or O Commercial "at ❑ Space Q Recessed �� Gentnl O Floor Caw Building It"ke' Coaddioning: Q Room &- nfral ❑ Existing Building Q DuN System: Material Thicknou ❑ Replacement of existing system Maximum capacity cf.m. Tr New Installation(No system previously installed) Q Refrigerationfl Extension or add-on to existing system ❑ Other — Specify (� Cooling lowor Capacity g.p.m. Q Are Wrinklors: Number of hoar Q 'Hwotoe Q Manlift _ Q Escalator (number) THIS SPACE FOR OFF= USE ONLY Q .Ossoline pumps (number) (Reed rad) Q. Tanks. (number) Remarks Q LPG confainom - (number) Q Unfired p"Mure vo"I Q Ieilera Permit Approved by Data Q Othw Specify Permit );,IST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENTpsd ty NUMber Uloid Description Modal Number Manufacturer (TOW wA� J i Z 4972 i 0ffPARTM&NTOf BUJLOINGI CITY OF ATLANTIC BEACH . _., PERMIT' INPORMATION ,. -------- LOCATIONINFORMA'TION - ....�. Permit Number t 4972 'Addreas t IiOS SACH AVENUE Permit Type: BUIll W1,06- ATLANTI BEACH, FLORIDA 32233, PI'mas of Wor t NEW ---_-_-_ LEGAL DESCRIPTION --- Conatr. Tye: 'wO0J) ORAMS Lott 48 Block, Section: Proposed Ones SINGLE FAMILY 'Townwhipi RNGi 0 D*�O*Alingv t I Cod t O Subdivision i ,MORTH ATLANTIC BEACH at'i�y ot+ d Valxts t $6,0814.00 I�Ijii.'C"ov w Cow 4 z *0.00 Tot t, $1789.37 A00 $1 89.,37 kir d w««...� . � ATIGtN - � I APPLICATION FEES ,,,y' WINELLE FORD _ PERMIT� . . � 0456.00 �y AC#cx~�e�a! AVENUE FEE007 0w WSJ a H. FL©RIS FEE P id 4 735 RADON Ai yR� p� p� 4j­ IMPAC �sEn.� r�M. .95 .:• RAIN. GAS - 5% $O. 42Ck *j_r8 � 'l'"� " l o- _ .. -$0.00" Adidass�r z P. 5C#571' SEWER. TAPO. 00 JACK LLQ BEACH, FL. 3224( HYDRAULIC'' MAREr #0,00 Li s r , ' 'Type Q RE,IINSAEOT• ',FEE BA€: p- OTHER � a e ' . NOTES: fo: V R4 NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE'INSPECTEO StFoRa POUFi1.NG PERMIT YOK)SIX MONTHS AFTER.DATE OF ISSUE BUILDING MATERIAL,RAJ AND DEBRIS FROM THIS WORK MUST,NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY.EI18ER CONTRACTOR OR flW#VE## "1= T #� !t Y WITH THS MECHANICS' �.IE �4W ��i. ;RESUL.T 1N ' ` hRt I ERT t " NER PAYING TWICE �' A,`SUIL� N ,I�II�'R1: 1W I IE`NTS." n ORE.. bel'/ Va- #SSU•1*A ACCORDi•NC TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ REVOCk�' R VI01Af#t3N OF•APPLICASU PROYI IONS OF LAW, 3.tXt ATLAkTIC BEACH 8UILDING,DEPARTMENT By; Address Heated Square Footage @ $ per sq ft = $ <-jgarageohed @ $ per sq ft = $ Carpor<i Lorstv @ $ 0 per sq ft = $ Deck @ $ per sq ft = Patio @ $ per sq ft = $ TOM VALUATION: $ C Total Valuation 1st $ 6 Kri Reminder Valuation $ L)."per thousand or portion thereof -------------------------------------------- Total Building Fee ADDITIONAL PERMITS and/or FEES ffWIRED. + k Filing Fee Mechanical Fireplaces @ 15.00 Pluubing BUILDING PERMIT FEES '° Do Electric/New Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER. CHARGE $ Swimming Pool SEWER IMPACT FEE Sign WATER IMPACT FEE Water Connection MISCELLANEOUS v Sewer Connection $ Water Meter $ Elevation Certificate GRAND TUM DUE --------------------------------------------------------------------------- ------------------ CALCULATIONS and/or NOTES 7 (f, (7 , 23 ;7 5117 DEPARTMENT OF BUIL.MNO CITY OF ATLANTIC 9Ei -.- .,PERMIT I -------- LOCATION INOORMATION -- Perit Number z 5I Addross a 1895 BEACH ,AVENUE Permit Typet PLUX8 '413 ` ATLANTIC , HEACH, 'FLORIDA 322331, C +�8 of Bork i NEW . _, _.. L Rt3A .` DESCRIPTION Coo tr. Typ+F z WOO6 FI AME Lot 81a k a Section: "oposed Uglet "SINGLE FAMILY Townships RNGs C1 Orrell ince s I Codes O Subdivision"2 Estimated Valu+ a $0.' 00 Ieprov. Costa $0. 00 Tot $39*150 Aaaa ' $39.50 Da 192 flti t ' NATION APPLICATION FEES - ri PERMIT Add ° z AVEN6IE wA IMPAC FEE ' $0.00 CH, FLORI a4 � �5 �EE } t x O s , R'AIC3N CAS-H. Pty S. $0.00 0 NFORMAT�pm --- RADON GAS - ,5% $0. 00 taaaesLEIMH xg -,Oq "TER, TAP _ .. $0.0Q -p'a, SEWER 'TAP $0.00 .TACE It.LyE HCN, FL 32240-1558 HYDRAULIC SHARE 80.00 Li Types A RE-INSPECT CT FEE °" " , QO �,.`� SEC. N IMPACT .FE $0. _0 NOTES9 NOTICE-• ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTEROATE OF ISSUE BUILDING MATERIAL,RUBSISH A4ND DEBRIS FROM THIS WORK MUST NOT BE PLACED,IN, PUBLIC SPACE,AND MUST BE CLEARED UP AN-6 HAULEb AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO 110 THE MECHANi1S' LIEN LAW CAN;RESULT IN T t PROPERTY OWNER PAYING TWICE FC3`R BI�ILt I G IM PRC3VEIIAEIVTS." r 4f24/ ? ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF T141S PERMIT ANIS Susi ECT�REVOCA NA 11(t?�l 4TIt3N PFaAPPLJCA8LE`PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DI=PARTMENT �Y CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR: rw' RerL LICENSE NUMBER: OWNER: BUILDING CONTRACTOR: �2A 9 t' 0 6�A eP TYPE OF BUILDING: 6 A2n �67 A �'iz5V SINKS SHOWERS j LAVATORY WATER HEATERS BATH TUBS .f DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAIN5 OTHER TOTAL FIXTURE COUNT: + $15.00 - ------------------------------------------------------------------------------- INSTALLATION ON PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST n RECENT EDITIOIN OF THE SOUTHERN STANDARD PLUMBING CODE. b 3715 ' y DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION w -_.,_.__ �,.-_ __ _ LOCATioN INFORMATION Permit Number: 3715 Address: 1897 BEACH AVENUE Permit Type: BUILDING ATL.AN'CIC. BEACH, 1~`l.IJ1�IU�s 31�_ Class of Warks NEW _� _ -_- LEGAL DESCRIPTION (.',onstr. Type: WOOD 1`RAInle Lot ; 48 Black: 2 Section: Proposed Use: SINGLE FAMILY Township: RNG: O Dwellings: 1 Code: 0 Subdivitsion : Estimated Value: $161342. 00 Improv. Casts $0. 00 Total Fees: $4,€397. 38 Amount Paid: w' $4097. :38 Date ' ��• r4t2'�191 Work Desk. : CONz—UCT'.NEW SINGLE FAMILY RESIDENCE PER PLANS 311IN 1 '`;�N 'fIFtPIA7'ICIN _ APPLICATION FEL S -- - Name CC3�I5t�, �. NE�,1.E F£7 � �� PERMIT 0999. Cit? Arldr6r e2 B �B VENUE WATER IMPACT FEE: $710. 00 �4"I`L« ►N'J' ' �ACH, FLORIDA ,a12: ' SEWER IMPAC`C FEE $1C13 E'hon+ 1 4 Y2 4$ 5"'i 5 s .' WATER METER $:29o. 60 ; d RADON GAS-H. R. S. d CONfiIRACTQ .yINFORMATIPN -- ---- RADON GAS - b% $0. 74 Nage: 8,A$RYOLtt!(:TIt1N 4 WATER TAP(;t uulla) $'764. 8:3 Address: .121 � �3 H TN �"T�tE 'i`��,.�......_.... SEWER TAP 3283. 70 .7AC IGL.E "IEXH, FL.,", 3225 0 HYDRAULIC SNARE $0. 00 License: CRCO m Type. 1 RE--INSPECT FEE. $0. 00 #d� SEC. H IMPACT' FEE $0. 00 kFppA M seal s� u r � OTHER y0, pp NOTES: NOTICE–ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMP§nV M ,5 " T - ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE PEVOCAii*':FOR VIOLATION OF APPLICABLE PROVISIONS OF'LAW. cma . T UWR ATLANTI BEACHBUIL ING O,EP TMENT ,, y, By: 1�A p k4. ' '371 777 QmfomENT OF BtitLOiNG CI�''�f OF ATLANTIC BEACH -- PERMIT INFt RRAT` i N LOCA-TIDW Vtf *IiA" ION " Nu bent 37 S Addrogial Iles 8ZACH A EXUE Pertstit 'Ty�pa : $L1I:� NG ATLA11"CICi EEAtti� "LCt3T©A 3 � 3 'Claims of Workt 'N" LEGAL 6ESCRIPTION Con otr, ^fTy y�t yy��C1 t yp gYt LoVI # it Y,� 4Q W , i iM 1,L•Y V 11R 11Ni+# 1 "W iiing t 1 + + t . Subdivie to i titrated Valuel �i61,34,2. AQ Total Ae# xt r *4097. 30 1 rx�lt': e i Eta SINGLE FAMILY RESIDENCE PER PL�aN� NATION, „ ., , PF . CAfiIt3t1 FEES AL eet , NtE > PERMT00'� ` .,, WITR . 1PA '1` FRE FLaRTDA EE 1fP�4C' FEE 035 P#rt a m 414. 1 J11kQR11ATtpN- ------- RADt # s R 'TI tN .,x EATER T`O � ' ' 64. 83 - ur .. ..* + * f'A r 4A�»,..,OL* ..TIA 322 EYDRAt)L C ARE 5P£J't -1 PVCT 4 1110A CT FEE CT'EEE so 1 "TESs 'r 3 NOTICE ALL=TX.FORM$,AND,FOOTINGS MUST BE 1NBitEC BEFORE PO NIG, ',PERMIT VOID SIX MONTHS AFTER_DATE fJF t,SSUE ,-7, MATERIAL,RU SfSH,A4�0'', lE RIS FROM THIS WQRk MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP ANt3 HAULED AWAY;BY EITHER CONTRACTOR OR f3WMER FA#t L -it T CC►�� �t / "# TNS MECHANICS.' . LA'1lIf:CAN RESULT' N T'N `PIEyPiT ►�� PAYING TWICE F4f`# BU1L�CNGi: 11Rt . .. ., 91 ISSUED ACCORDING TO A ?I'I ( fI*1) PLi4Nv Wti1CH ARE PART C3F YETIS'MR RIVII*AND 1yf&f WQCA �I ON, OF P t4V 1ON$,OF LAW � Y ATLANTI', B CH BULL 1 ! DEP TMENT 1 r ; e r ✓ 1, Yf' , 1 ” ''i *" kil e BUILDING AND ZONING-INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. I• 1897 Beach Avenue LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION - To be completed by all applicants In'consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good,practice listed therein; Name of Mechanical Contractors Contractor (Print) Huxham Heating S, Air, Inc. Master 190 Name of Property Owner Signature of Owner Signature of or Authorirad Agent Architect or Engineer lit. GM AL INFORMATION A' Type of heating feel: B. rS..I IS OTHER CONSTRUCTION BEING DONE ON 0 Electric THIS BUILDING OR SITE tJP`ri ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 13 OR PERMIT Q Of6r Specify IV, MWK4064CAC IQUIPMMT TO tE INSTALLEO NATURE OF WORK (Pmvi&complete list of components on beck of this form) IR Residential or ❑ Commercial 93• Meat ❑ Spam ❑ RedossW 0 Central O Floor 9 New Building Air Conditioning: ❑ Room G Central ❑ Existing Building ® Duet System: Material Thieknoss ❑ Replacement of existing system 1200ElNew Installation(No System previously installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify (3 Cooling tower: Capacity g•p.m• Q Fire sprinklers: Number of Mads_ Q Eisvater ❑- Monlift ❑ Escola/or (number) THIS SPACE DOR OFFICE USE ONLY. CI .Gasoline pumps (number) (Reseiwri) 93Tanks (number) Remarks (3. LPG cOntaillek.. (number) C) 'unfired pressure vessel C3 hailers Permit Approved by Dote , 3 Other - Specify Permit Fee Uffr ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Caped p PMVIng NMber Unfits DeMriptioss ModN Number Manufacturer (Tooa)� wA Conclensers 38YHO36300 Carrier 3 ton 12-- AiP handlers 4 YR, 36300 Carrier 3 ton �,�} le4,11 ell 2.2-x low 2 5 "j. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE .CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 01> BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH —(8) TUB OR SHOWER STALL (6) C, 0WATER CLOSET WATER CLOSET, TANK OPERATED (4) `VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) R, FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) ,1 DISHWASHER (2) WASH SINK EACH SET OF ' FAUCETS (2) _KITCHEN SINK (2) �� DENTAL LAVATORY (1) KI*HEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) a BIDET (3) , URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH `FOOD DISPOS. (4) LURINAL, PEDESTAL, SYPHON JET f DRINKING FOUNTAIN (1/2) �. BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) ---2 _JACUZZI '(2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ O 0 JOB INFORMATION f-6C A E ► CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) ' POT, SCULLERY SINK (4) ! DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) DENTAL LAVATORY (1) _KITCHEN SINK WITH WASTE i DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) s` _FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) r SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI -(2) - URINAL STALL, WASHOUT (4) t P� TOTAL FIXTURE UNITS 1 @ $20.00 EACH $ .� '• JOB INFORMATION (�` I OBJ ' Lj f-- Address r ta U U Heated Square Footage @ $ 6 �'per sq ft = $ Garage/Shed @ $ per sq ft = $ - CarporrPo�� @ $ 01-1 _Ter sq ft = $ ,'Deck @ $ f7 1 per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: Total ValiLation 1st $ C) Reminder Valuation 577per thousand or 00, portion thereof -------------------------------------------- Total Building Fee $ 6, ADDITIONAL PERMITS and/or FEES REQUIRED, + Ai Filing Fee $ A (:D Mechanical ✓ Fireplaces @ 15.00 $ Plumbing BUILDING PERMIT FEE $ Electric/NewL Electric/Temp 1,71 Septic Tank BUILDING PERMIT Well WATER M= CHARGE &.dmidng Pool SEWER IMPACT FEE Sign WATER D,,TACr FEE Water Connection MISCELI.MMUS Sewer Connection Water Meter Elevation Certificate GRAND TOTAL DUE ---------------------------------------------------------------------------------------------- CALCLJLATIONS and/or NOTES S-3 C, Sewer Tap Curtis Ford 1895 & 1897 Beach Ave 249-5735 )OB COST RECORD DESCRIPTION`. QTY: MATERIALS LABOR` TOTAL 8" X 6" Sewer Saddle 1 45.00 11 PVC O 6" C-900 PVC PIPE 40' 120.00 BAGS OF ASPHALT 10 39.00 257.00 0 TOTAL 282.70 _>.�r... _.:.:�•n.-. ._�.-.. �...,W.r�.:j-.: _r .,.. .,._ _-.:rc�.,; •. ..,�-;_ -- _-_� r ..- -_ _�..-_ _��.,•,....--...r,-..,+.r...,s�...z.�-.ui_.:.-�_ ..� 4 y1V;j 4 a: Y _ i a c a .-"z.. 1 x -Lmk;it. - -_ w.acrY.+a•t•ff;.."m,�ATrTKw. �?:Y� .,A t 't: - ��: ,1 -• , z+r a� '7177 **Equipment and Labor Char ed on he Water Se vice st mate8** MATERI LABOR TOTAL -e TOTAL $ 283 70 ��� ._-.;:� �..,.,-:.�.•nom::.,. ,o,,, . .. + NiiSC`JOB'EXPENSES"� - MOUNT ».. .... .._, ",y. OTHER 108 EXPENSES . .. TOTAL COST TOTAL SELLING PRICE - LESS TOTAL COST 1 • _. GROSS PROFIT -- LESS OVERHEAD COST OF SELLING PRICE TOTAL ,. ,:" .. _',- ,;-_•: ._ NET PROFIT $ 283. 70. .=� _ APR 124 6 1991 CITY OF ATLANTIC BEACH PUBLIC WORKS DEPS"; T--7- 2-1" Water Services Curtis Ford 1895 & 1897 Beach Ave 249-5735 )OB COST RECORD DESCRIPTION QTY. MATERIALS �' LABOR" TOTAL' 4" X 115" Tapping Saddle 1 25.00 11,?' CorR stop 1 32.00 1%" PVC Male Adapter 1 $ .39 112" PVC 450 1 $ 1.44 1%" PVC "T" 1 1.72 1%" PVC 900 "L" 2 .94 11 " X 1" PVC Reducers 2 1.56 " 1" Curb Stops 2 44.72 n: ,bya�i �.w:� >.•; � .. 1"'Metet'Ends _.. .,. _ -4 8.60 Concrete'Meter Boxes" 2 42.00 1" Meters 2 290.00 i' 115" PVC SCH"40 PIPE 30' 8.70 1" PVC SCH 40 PIPE 10' 1.80 1 _ a J Bags of Asphalt 10 39 a F . ..d TALC'"_ ..,,. .. /.7 "499 SUB TO 10% 0.H-. . ., 49.9410a TOTAL 549.35 E$ 285[48 60 8 TOTAT /� --.• MATERI�S� ORTy TOTAL ;-: TOTAL 549 35 834) 3 .: . MISCJOB'EXPFNSE5`"` MOUNT ...,..•_ ._.-:.. _ .:. _. .._:... . .- ,`.2' rt • ' .. OTHER 108 EXPENSES TOTAL COST 80 O TOTAL SELLING PRICE 1 BACKHOE ($35.00/HR) FOR 4 LESS TOTAL COST 4 GROSS PROFIT LESS OVERHEAD COST OF SELLING PRICE TOTAL 20 O ~ NET PROFIT - -- . r v APPR ® APR 26 1991, ( CITY OF ATLANTIC BEACH PUBLIC WORKS DFPARTP...., T 2-1" Water Services Curtis Ford 1895 & 1897 Beach Ave 249-5735 JOB COST RECORD ­ DESCRIPTION•t QTY. MATERIALS LABOR' TOTAL" 4" X 115"1 Ta in Saddle 1 25.00 1Y' Cor 1 32.00 1' " PVC Male Adapter 1 $ .39 V 1Y" PVC 450 1 $ 1.44 11 " PVC "T" 1 1.721 1 115" PVC 900 "L" 2 .941 1 115" X 1" PVC--Reducers 2 1.56 1" Curb Stops* 2 44.72 1 'Meter"ETds Concrete, Meter` Boxes' 2 42.00 1 Meters 2 290.00 �t z 135" PVC SCH 40 PIPE 30' 8.70 _ 1" PVC SCH 40 PIPE 10' 1 80 10 SBags of Asphalt, x cw yr.. w SU$'': $'499.4W' : T 10% O.H. . 49.941 - -' = TOTAL . . 549.35 S -219.60 651-88 .. .'� MATER14 'L'A90 —TOTAL F•.._..... - T a . ._ -. .. .. . . TOTAL . -1. .. ` `'�." MSG 10B'EXPENSE5 ""'• •ouNT 35 285 48 �- -��•• 549 4 OTHER 106 EXPENSES r TOTAL COST 80 O TOTAL SELLING PRICE 1 BACKHOE ($35.00/HR) OR 4 LESS TOTAL COST _ - 48 GROSS PROFIT LISSOF SELLNG PRIIRHEAD CE -- A/ .(_ — .. TOTAL 2$P201001 NET PROFIT IS1054183 _._. . ..._ . _. - is _.._ _ • - _• App .®�. _ � - - _. �.o Y APR 2c) 1991,a ( -CITy OF ATLANTIC BEACH PUBLIC YJORKS D�PF�Tf.'' Y CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF `f SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF ' FAUCETS (2) Cl) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) Fes` LAVATORY, BARBER/BEAUTY I ICE MAKER (1/2) ` SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) 1 JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ .' JOB INFORMATION .i t• Sewer Tap Curtis Ford 1895 & 1897 Beach Ave 249-5735 )OB COST RECORD DESCRIPTION •. QTY.,-: MATERIALS " LABOR TOTAL 8" X 6" Sewer Saddle 1 451.001 1 II PVC a 6" C-900 PVC PIPE 40' 120.001 1 BAGS OF ASPHALT 10 39.00 SUB TOTAL .00 0 TOT AL282.70 +'tl VY R' J• J-� w... .-. ... ..- • w'C'S '• - ! t�-�3 ..A, i..:.:.- f;4. •d-Jr�C•M� !y '����" • +-%t x.-w 1 • .'.\.. yl.n .�::_ .;' 1. - :. .�.{? J. **Equipment and Labor Charged on Lhe Water Service Estj mates** ' =_• MtATERI LABOR TOTAL ._.,-. TOTAL $ 283 70 — ,....-•--_::. _ .: . . .• .V� ._....^1 MISC OB'EXpjiNSESM ,OUNY OTHER JOB EXPENSES TOTAL COST TOTAL SELLING PRICE LESS TOTAL COST - GROSS PROFIT „ ... LESS OVERHEAD COST r+rs6 OF SELLING PRICE _ _f_:-T'�;�rr_•- .; :: ' - t TOTAL . --. ' NET PROFIT $ 283 70 K _ ;.. .-:'. v . V to APR 26 1991 CITY OF ATLANTIC BEACH PUBLIC WORKS D P�• :T?.'."':s IBIS INSTRUMENT PREPARES 5Yi R. R. CRABTREE RECORD & RETURN T0: ;CRABTREE, FORD & JETER, P. A. CRABTREE, FORD & JETER, P.A. 3030 HARTLEY ROAD, SUITE 200 3030 HARTLEY ROAD, SUITE 200 JACKSONVILLE, FLORIDA 32257. AMENDED NOTICE OF COMMENCEMENT JACKSONVILLE, FLORID 32257 STATE OF FLORIDA VOL" 7 4!Pau L COUNTY OF DUVAL oFFICI-Al. --RECORDS THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 7131 Florida Statutes, the following information is provided in this Notice of Commencement: Description of Property; Lot 48, North Atlantic Beach, Unit Two, according to plat thereof as recorded its Plat Rook 15, page 57, of the current public records of Duval Countyr Florida Gana''ai. ofrnpraveIAant-; Ouse S.1 rayia Family �+`weldlitg owner(a) ; Curtis x, Ford and Dwtinelle P. Ford, his wife Address: 1876 Sea Oats Drive, Atlantic Reach, FL 32233 Owners Interest in site of the improvement: Fee Simple Fee Simple Title Holder (if other than Owner) : Namet Address: Contractor; Pablo Beach Builders, Inc. , Attn: Charles R. Dixon III Address: 10411 Alta Drive, Jacksonville, FL 32225 Surety ( if any) : Address: Amount of Bond: Lender; American Federal Savings Bank of Duval County Address: 6320 St. Augustine Road, Jacksonville, FL 32217 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713. 13 ( l) (a)7 . , Florida Statutes: Name: American Federal. savings Bank of Duval County Address: 6320 St. Augustine Road, Jacksonville, FL 32217 In addition to himself, owner designates the following person to receive a copy of the Lienor Ia Notice as provided in Section 713. 13( 1) (b) , Florida Statutes. Name: " Address: r�D c� nn� This Amended Notice of Cotiumencement is created for the sole purpose 2;7) of correcting the legal description of the property in question and �2P� c� reflecting the owner' s change of address and the identity and ; address of the contractor. It is not intended to alter the N priority or extend the effective date of that certain Notice of Commencement recorded in Official Records Volume 7094, page 1237, current public records of Duval County, Florida. Expiration date of Notice of Commencement; RECORD&RETURN TO: V00 0 9 r p G 12 3 7 �a-air=AaER-- tnlo In�vument prepared by: Crabtree Ford&Jeter,P.A- A.R.Crabtree 3030 Hartley Road,Sults 200 Crabtree Ford&Jeter,P.A 3030 Hartley Road,sults 200 Jacksonville,Floridada 32237 OFFICIAL RECORDS Jacksonville,Florida 32257 U`) NOTICE OF COMMENCEMENT �, JJ ff"AM IN puPIJ 'M i STATE OF FLORIDA COUNTY OF DUVAL f�. The undersigned hereby gives notice that Improvement will be made to certain real property, and in accord* \' ance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement. Description of property: Lot 46.North I BUnit General description of improvements: Qne Slngle Family Dwelling- Owner(s): Durtis R Ford and DWInelle P Ford,his w_If_2 Address: 1868 solve Grand_g Drive Atlentla Beach, FL 32233 Owner's Interest in site of the Improvement: Fee Simla Fee Simple Title Holder(if other than Owner): Name: ._ — Address: _ Contractor: Mabry velopment oMpany,Inc. _ Address' 1851 Beach vfnue Atlantic i32flph,FL 32233 -- Surety(if any): -- Address: �•- _ _ Amount of bond: - Lender: A$CICAn Federal Sayll3gs Bank of Duval Qp my Address: 9320 St.AuMating Road.jeSAWyL110, Florida 32217 �.._ ,.� Persons within the State of Florida designated by Owner upon whom notices or other documents may be serye02o as provided by Section 713.13 (1) (a)7., Florida Statutes: 'x CD Name: American Federal Savings Bank of DU"I County Address, 632Q,51,AuigustineA=Jacksonville,Florida a2217 c� In additlon to hlmself, owner designates the following person to receive a copy of the Llenor's Notice as providgE€,'n qp . In Section 713.13 (1) (b), Florlda Statutes. �'© CO Name: _.. .. -- —... .. ......... Address: ...�,- —......,. ... _ Expiration Date of Notice of Commencement: i Curtis R.Ford Dw nelle P, Ford -"? r, V SMA. wry, This instrument prepared by: RECORD&RETURN TO: __EOR RECORDER-- R. ECORDER _R.R.Crabtree Crabtree Ford&Jeter,P.A Crabtree Ford&Jeter,P.A 3030 Hartley Road,Suite 200 3030 Hartley Road,Suite 200 Jacksonville,Florida 32257 Jacksonville,Florida 32257 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) STATE OF FLORIDA COUNTY OF DUVAL ----� The undersigned hereby gives notice that improvement will be made to certain real property, and in accord- ance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement. Description of property: Lot 48, North Atlantic Beach. Unit Two General description of improvements: One Single Family Dwelling Owner(s): Curtis R. Ford and Dwinelie P. Ford, his wife Address: 1858 Selva Grande Drive Atlantic Beach FL 32233 Owner's interest in site of the improvement: Fee Simple Fee Simple Title Holder(if other than Owner): Name: Address: Contractor: Mabry Development Company, Inc. Address: 1651 Beach Avenue,Atlantic Beach FL 32233 Surety(if any): Address: Amount of bond: Lender: American Federal Savings Bank of Duval County Address: 6320 St.Augustine Road,Jacksonville, Florida 32217 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)7., Florida Statutes: Name: American Federal Savings Bank of Duval County Address: 6320 St.Augustine Road,Jacksonville, Florida 32217 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Name: Address: Expiration Date of Notice of Commencement: Curtis R. Ford l5winelle P. Ford Sworn to and subscribed before me this nineteenth day of April, 1991. CITY OF ATLANTIC BEACH, FLORIDA -"i ApprovwdbV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: f Y ' 19 --leI IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME 0u e.,fiS r-V A-b ADDRESS: 9'7 &4q C RFD-BOX- BLDG. DBOXBLDG.SIZE BETWEEN: RES.V) APT.( 1 COMM.1 1 PUBLIC ( 1 INDUS.( ) NEW( OLD( 1 REW.i ) ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SO. FT. SERVICE: NEW 0 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE 0 AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS PH .3 W `0�'OVOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. PRICE Q%A* APPLICATION FOR WATER ANO/OR SEWER TAP APPLICANT NAME_ __ _ _aJ�L�-C ____ MAILING ---- f ` ------- PHONE NUMBER 2y 5 35 DATE � v � ,5;2 �( SERVICE REOUESTED___ri_'�_LLk� ____---��3 s�� 71 SERVICE LOCATION------------------------------------------------ ✓�'- 2'- ------------------------------------ DATE SENT TO �} DATE RETURNED PUBLIC WORKS___- 7 TO BUILD. DPT. ` _/_/-1__/ ---------------- DATE OWNER NOTIFIED--------------------- E ell L OL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: _ r PLUMBING CONTRACTOR: LICENSE NUMBER: OWNER: f7LR-k BUILDING CONTRACTOR: 1 )fhr-14100 � TYPE OF BUILDING: F D SINKS SHOWERS LAVATORY Z WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 = �� ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. 4393, 11 DEPARTMENT OF SU#LOING CITY OF ATLANTIC BEACH PERMIT INFORMATION .. -_„_.._ LrOCA ION INFORMATION --------- Permit Number t 439 , Address t 1857 BEACH AVENUE Permit Type t MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Claes of Works NEW L.EOAL. DESCRIPTION -- Constr. Types WOOD FRAME Lot t Block s Section Proposed Uses SINGLE FAMILY Tbw nehip t RNG s 0 Dwellings I Code 0 Subdivisions Estimated Values $0.00 Improv. Costs $0.00 Total, B47.Ott Amots� Dal +' I Wor k�' lgNTRAL. HEAT AND AIR 1 4': 1 - r MATICII� - R�` APPLICATION FEES wr.Y PERMIT $47.0O Addres> i I! AVENUE yy�� /y¢Ay� '�,A'��E It�(}yPyAC"yyCy P�y'E $0.Cyj►,(0j r�.y. T # '. FLt�R � ?A'�rI 1,.. t(,n' 1st ' 1. ♦A 'rTi 4 �. '_ "T ,yp�� 'iyYy yy x ,.•'. '4. f "p NON a RADON GAS-H. R.S.., B0.00 -� TAT NI"IRMAT`IaM -- RADON C3A»� - 5;G $C7.OD . W Nsme s 'NU; ! N `* I'NC WATER TAP *d #rev, z °2+CIQ CH° SOUL:EVARt) EWER TAP Sb.COO' JAC VILLI 99ACH FL 32250 HYDRAULIC` SHARE $0.00 L is aa»e SRA 2 Type: 3 RE-INSPECT, FEE _ $0. 00 " , SEC. H: .IMPACT' FEE Sti.00 NOTES: NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST ISE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY 6Y EITHER CONTRACTOR OR OWNER. FAILURE TO GC3�1lIPLY 1AlTN THE MECHANICS' LIE LAIN CAN RESULT IN THE PROPE'RT" AWNED `PAYING TWICE FOR BUILDING IMPROVEMENTS:9t VALIDATION DATE: JJQ 03*05 PK ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND.SUB � REVOCATI� R VIOLATION OPAPPLICAB,LE PROVI�IONS'OF LAW. " ATLANTIC BEACH BUILDING DEPARTMENT PROFESSIONALS: ROBERT D.CONNELLY,P.E. H.PARKER HOWARD,P.E. JOHN N.LEWIS,P.E. ALAN M.OZELL,Ph.D.,P.E. RICHARD C.WELCH,P.E. MARVIN L.WICKER,P.E. Connelly & Wicker Inc. Consulting Engineers April 15, 1991 Mr. Don Ford Building Inspection City of Atlantic Beach 716 Ocean Boulevard Post Office Box 25 Atlantic Beach, Florida 32233 Re: Curt Ford Home CWI Project No. 9002-24 Dear Mr. Ford: I am writing to inform you that the subject project, Lot 48, North Atlantic Beach - Unit No. 2 has been designed to meet or exceed the structural requirements of the Coastal Control Code. Very Truly Yours, 64.&7'-&""� Charles T. Brackett CTB/mao cc: Pete Mabry Bob Connelly P. O. BOX 51343•JACKSONVILLE BEACH, FLORIDA 32240-1343•904/249-7995 DESTIN,FLORIDA•CASHIERS,NORTH CAROLINA full) 1�1011 ! too ld i 'ATM yannpc Is"Imm � 11 a 1p 1 i Anq jinx no aw"alAl t;wi,y-js,3nu Aun aheq n03 YJ -pn1ran9ps oq l7wiad buTqwnIrl POO=in PI r 1miqu W11 " rlAnp 1 IFU PaOTApn aq OqpaT,4 :PJOA ' !U Mai] Isupy YVINVII . wlanw qow"H »<gl »bn±gmrxT,j yqpp Iluxiod :35 re sp 3a "§arae O"junTIV PPON OTOuTwag onp qDroa my!"pTly 10 Alp-, TUMTTIn nu!PTTnH PaOA UOq -i,',T, OKI 'I TQT)I'; CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: PLUMBING CONTRACTOR: LICENSE NUMBER: OWNER: BUILDING CONTRACTOR: TYPE OF BUILDING: l=/— Y'�E,CLACl SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT: + $15.00 ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODEo s n PROFESSIONALS: D.CONNELLY P.E. H.PARKER HOWARD,P.E. JOHN N.LEWIS,P.E. OZELL ALAN M.OZELL,Ph.D.,P.E. RICHARD C.WELCH,P.E. MARVIN L.WICKER,P.E. Connelly & Wicker Inc. Consulting Engineers April 15, 1991 Mr. Don Ford Building Inspection City of Atlantic Beach 716 Ocean Boulevard Post Office Box 25 Atlantic Beach, Florida 32233 Re: Curt Ford Home CWI Project No. 9002-24 Dear Mr. Ford: I am writing to inform you that the subject project, Lot 48, North Atlantic Beach - Unit No. 2 has been designed to meet or exceed the structural requirements of the Florida State Coastal Construction Code. Very Truly Yours, a^4-7-13,4� Charles T. Brackett C—I B/mao cc: Pete Mabry Bob Connelly P. O. BOX 51343•JACKSONVILLE BEACH, FLORIDA 32240-1343•904/249-7995 DESTIN,FLORIDA•CASHIERS, NORTH CAROLINA SU: 1747 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program - Residential Point System Method Version 1 .0 January, 1991 Department Of Community Affairs Printout generated by EPI91 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1991 _______________________________________________________________________________ PROJECT NAME: �° ( �J [_� u. \� | PERMITTING OFFICE: ____ _���������_____ | �ND ADDRESS: ! ______�-^-�z��_-������_______-____ | CLIMATE ZOq1E: 1 2 --------------- -------- ------- ............ �������� BUILDER : k7re �M�� | PERMIT NO. :��-!_������ | CTWER: ....... ��� ^| JURISDICTION NO : ��[�� ___�L���-== ________________ | -------------- _______________________________________________________________________________ COMPONENT: DIMENSION: VALUE: RATING: VALUE : OFFICIAL CHECKLIST STRUCTURE TYPE : Single-Family PREDOMINANT EVE OVERHANG Length : 2.00 _.....____ PORCH OVERHANG Length : 5. 00 _.....____ WINDOWS Double Clear Total Area 503.00 All Vertical Glass Total Area 503.00 All Skylight Glass Tota] Area .00 WALLS Ext Wood Frame Area : 2745 .00 R-Val : 11 .00 DOORS Ext Wood Area : 55.00 CEILINGS FLAT Under Attic Area : 1555.00 R-Val : 30 .00 FLOORS Rsd Wood (Stem-UFI ) Area : 1450.00 R-Val : 19 .00 DUCTS Unconditioned Space Length ALL R-Val : 6.00 ________ COOLING Central A/C SEER: 9 .00 Multizone: Credit HEATING Heat Pump Multizone: Credit HOT WATER Electric EF: Bedrooms: .............._..... INFILTRATION Conditioned Floor Area : 2877.00 Pract : 2 .00 AS BUILT POINTS / BASE POTNTS * 1O0 = EPI 47 ,252 .50 48,814 .57 96.80 GLASS TO FLOOR AREA RATIO = . 1748 =============================================================================== COMPONENTS SECTIOH REQUIREMENTS WINDOWS 904. 1 Maximum of 0 .34 CFM per linear foot of operable sash crack . _______________________________________________________________________________ EXTERIOR & 904. 1 Maximum of 0.5 CFM Per sq . ft , of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel , insulated , or glass doors only. _______________________________________________________________________________ EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other- & CRACKS wise sealed . ' -------------------------------------------------------------- ............._________........ __..... WATER HEATERS 904 .2 Most bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker (electric ) , or cut-off (gas) must be provided . An external or built in heat trap must be provided . _....._.....__............ ......................................_ ................ ..........................................._________ ....................................____........ ......................_________........ __ SWIMMING POOLS 904 .3 Spas and heated pools must have covers (except solar � SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 7G _______________________________________________________________________________ HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft . of pipe. .................__..........___________________________________________ ____ ............ ............._......... ___ SHOWER HEADS 904 .5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. _______________________________________________________________________________ HVAC DUCT 903.2 Constructed in accordance with industry standards & CONSTRUCTION 904 .6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4 .2 & joints must be sealed . _______________________________________________________________________________ HVAC CONTROLS 904 .7 Separate readily accessible manual or automatic thermostat for each system. ... ..........___________________________________________________________ ..........._.....______...._..... INSULATION 904 .9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11 . � =============================================================================== COMPONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack . ....... ... ..... ............_____________________________________________________________________ EXTERIOR & 904 . 1 Maximum of 0.5 CFM per sq . ft . of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel , insulated , or glass doors only . _................ ....._____--------------------------------------------------------------------------------- ........ ............. __ EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other... & CRACKS wise sealed . ........______ ..................___..........__............ __.............................___.....__________.................. _........ ...._............._.............._______.............._........ _............. _ WATER HEATERS 904 .2 Must bear label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements. Switch or clearly marked circuit breaker (electric ) , or cut-off (gas) must be provided . An external or built in heat trap must be provided . _ ..._............................ .....__............................ ........._..................................____............... ...__________....................__... ....._........ _____.........._....__........_..........______ SWIMMING POOLS 904.3 Spas and heated pools most have covers (except solar & SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 _______________________________________________________________________________ HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17. 5 BTU/H/Linear Ft . of pipe . _.....______............. ___________________________________________________________......... ... ______ SHOWER HEADS 904 .5 Water flow must be restricted to no more than 3 gal- loos per minute at 80 PSIG. -----------------------------------------------------------------------------______ HVAC DUCT 903.2 Constructed in accordance with industry standards & CONSTRUCTION 904 .6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4 .2 & joints must be sealed . _______________________________________________________________________________ HVAC CONTROLS 904 .7 Separate readily accessible manual or automatic thermostat for each system . _______________________________________________________________________________ INSULATION 904.9 Ceilings minimum R-19. Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11 . '.' -^ ........ ....._-_--.� COMPONENTS REQUIREMENTS PRACTICE #2 Comply with Practice #1 and the following . _______________________________________________________________________________ Exterior Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Penetrations, joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . Ductwork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 (f) . Combustion Appliances Provided with outside combustion air . ,-;t-.. .L .. `4 ,• t: .i r ..• s .. ,. .£ v. :...;..:•:.:o-:..y;..;:..;:; ..k:.. .;t. ..k;..; ..r,,. ..,;...t;:..�0.,2;_ ..5;..-: .�'w t. .. .. .. .. .. ... >. .. r. .. 3.�,� .. n. r. .. .. :: ,"r. .. r. ,. ,. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .:'N: .. .. .. .. .. .. .. .. :. .:�i<-_ .. .:'s:"4+".. .. t. ..�W.•':. .. .:'iE .. .. .. .............. GLASSBASE AS—BUILT t }F,{ .. !F''S c ..... POINTS t :::'t TYPE �?(..: t..I i""�..!,!':J AREA .. `::;4-', 4 :?t..J�^- ..is�.,�: AREA :; :...+... ...1"'�. _..............._,.........._.,...,. ,,._._.....,......,........,..........-..,,.__..,.....,....,....-..._,,.,.,..,.,...,.._,.,....,........,_...,....,........,.......__.,...................,..,.....,,__._.....,.....,.,..,._..._............._.........,....._..............,.....,..,_.............._...................................... ......................... 3% 3 E 148,00 79 .7 11795.6 1 DEP CLR El 48.0 of ..:: r.;: r.. DEL 296.0t E79 ,::?7; .. ..... 44 .0 „ .. �'S..! ;....i i..., --------------------------------------------------------------- . 15 x COND . F!j30R / TOTAL. GLASE = ADj . x GLASS ADj GLASS 1 0 L A ARK*,'i AREA FACTOR POINTS PO 114 T S 1 F13 1 N T E.-' REA SPM = POINTS ..._.........................................................................................._......_...................,..._....._......_.........................................-...__........................................_........................._....................._.._,.....,......................._._....................................................._........ ..:t 2745.('.) ..r 2470 .5 1 Ext Wood Fr....1'!:iii{' 11 .0 2745.0 .. r:.l. .. ii.! i DOORS}:'!'S....................._............_........................................... , 5......t 55.0 :_5 335.5 1 Ext Wowl 55.0 6. 10 ............ .... UA 1427 .0 . 6 856.2 1 Under Atth:� i Rsd 1450.0 —4 ,0 —5785.5 .. .. d Wood .._�.; ....: .:a is 2877.0 8,0 23016.0 1 Practice POINTS TOTAL SUMMER TOTAL ,....... .. SYSTEM ..... COOLING .........:....! t :,,1..,, i TOTAL }...-r- '.iCAP x DUCT ,:::{..4.':";• .. CREDIT ..... i..:Ot,.3.....1.}'• '--:1 EAA! r-,'+"+.:i t.a t; r POINTS .1 il`', j; { Al"} i.-} !'3l.T ! ti„}5....T li..!i.._ ) ... .:.r,; ... _...__,,...,.,.„„_,...__—,..,,._.................–._.,,..... r:onnoir / lv, nm :wu/`�T; ./`uso Ue /:o. u` S oy a; / . eszoences/ =============================================================================== COMPOHENTS SECTIOH REDUIREMENTS =============================================================================== WINDOWS 904 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack . .......................... ....._.....__________________________________________________________ EXTERIOR & 904. 1 Maximum of 0 .5 CFM per sq . ft . of door area. Includes ADJACENT DOORS sliding glass doors, solid core, wood panel , insulated , or glass doors only . .....___.........------------------------------------------------------ ............ ........................................__ EXTERIOR JOINTS 904. 1 To be caulked , gasketed , weather stripped or other- & CRACKS wise sealed . ...................____............. _............ .........._..........____............... .........................._.........._______.................. ___........ ................................. ............................ ..._.............__.........___ ........ WATER HEATERS 904 .2 Must bear label indicating compliance w/ASHRAE steod- ard 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker (electric ) , or cut-off (gas) must be provided . An external or built in heat trap must be provided . .... ..._.......................____............ _........ ....._......... ......................._... ...._______.........__....... ... ______.........____.............. ...... _ __..........____....._..........___ SWIMMING POOLS 904 .3 Spas and heated pools must have covers (except solar & SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 _...................__ HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases, piping heat loss shall be limited to 17. 5 BTU/H/Linear Ft . of pipe . -------------------------------------------------------------------------'----- SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. -----------------------------------------------------------------------------______ HVAC DUCT 903.2 Constructed in accorwance with industry standards � CONSTRUCTION 904 .6 local mechanical codes. Ducts in unconditioned space must be insulated to minimum R-4 .2 & joints must be sealed . _______________________________________________________________________________ HVAC CONTROLS 904 .7 Separate readily accessible manual or automatic thermostat for each system. _______________________________________________________________________________ INSULATION 904 .9 Ceilings minimum R-19. Common Walls - Frame R-11 n;- CBS rCBS R-3 . Frame Common Ceilings & Floors R-11 . � �'�.... .....� '���'� COMPOHEFIT S REQUIREMENTS =============================================================================== PRACTICE #2 Comply with Practice #1 and the following . _______________________________________________________________________________ Exterior Walls I Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Penetrations, joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . Ductwork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors, and flue dampers. E:haust Fans Equipped with dampers. Combustion devices see 903.2 (f ) . Combustion Appliances Provided with outside combustion air . ` ....._........ ..r _._..-..._.. , AS-BUILT ..........._ .....__......._........._..........................................................,.............................. ....................................--------------------------------------------------_- 7 . --.._..........._.--'"-.._ ._....-.........................._..._- ! ........,I i..,1 ,..,, V., 2, 1, - i ;...., .. Y.;. .. .-. -271 . :; CO.S8.4 —2272 .0 DOL 16.0S -35R . .: 1 ...., ..., ...., i -9 .2 : 8 ... 15 : ........,y .... , sal -9 .2 .74 _. _.............._..._...........................,.............................__.._,....,..............--------------------------------------------------------..................._....... ..... .. . 15 COND . FLOOR 1..1{,tE { .._} t }+'it.. GLASS t.: _ ,.p%..{ GLASS ,......!D GLASS... 1 .....: ....... ,1"'j::' ;,-..EA FACTOR tof...±.1,t-`..± : 4._!4,i.t'`',j_L .- 1:i,.iTIiii,.. ..........-....................._.,_........-_....... -....._......._......................._............................_...._.._.....--.....-............_......................................................._..._....................................._......-..... ------.-_--........................... . . ...................................._............... AREA . 1. ...................._...........__................................._..._.................-_..........._...................----------------------------------- .... ;...,is :: 2745.0 2.2 6039 .0 : Ext Wood Frame .}. _...._.. , , UA 1427O 1171P .4 1 Under {...}t t:i.i. r c 1450.0 1 .0 � C ", „ . Rod { + } .S , . i . F I 19.0 1l( r .80 1160A), , INFILTRATION---------- 2B77.0 ...,i,,.,7r-. 7 21289 .8 - 2 1 Practice )?.:^1 2877.0 21280A..`, TOTAL WINTER POINTS ._ 7 .40 r'f 0 ._. 3 L...'..'�. .. '..' TOTAL ,.,;' ,_, { i r ± ( u....i'} 1 .}.l.,f...: ± i.i . ,.... x E.;r:?s F' .. .... .... ... CREDIT KAIN 1 ..F 1-,0 + :T 13 1. COM u' .1, ACT! V413 i� t ti tL { {{UL 'f.f .,.... ..................... ....__,,._.....,.._......................,..._..,......._,_.,....,_..-.... _.._r '+'+ ..:�. _ !.! , ,:'5555 , 555+5. i...:.':,.......:: ?.._r ! ! '! .....'� .�,..-,.55,5_5,,-,...a.,;.i;...[-��r. ?:;.:: H '�:..�`.:.::;..;;.:i;..ai�.:-. .. .. ..:�:.'a. ...iy,•. .. . 5,55;,5::...::.........:...a:••;,.. ...- :..:, BASE 5555. :".t'� •' t•!'; _5555_..5555. .._.......... .. 1 �: ........_.._. � 5555.5555.._, !_.,,,.;._.. .,., 5_555._.5555. _........__, 1:..-?:;::?:::. _..__._... ?.?5555 GLASS 555. :.:....:.... , ,...1... ............_5555_5555.__._....................._............-_. , ... 5555. 5555,_.,..,...,. AREA .. .;..;;5555,...,!..:i 1 ..,R.i.`...i,,( SPM i 1; ,,{... 5555. 5555... i:..!... ! ! 1-1'.. 1...: ._ , .._ POINTS ._.. ...:1... �..!t ..?.....!•: 4"'t!"'`:::.P.:�! ?(:..1 t :?{...+'::' {:;i. ( }�,...1.1...,�: +'?, 1... :...,._., 4 5,555 ..:.:.!'�: TYPE�1:.: -.' .,: '. t ,..: ..........._.................I..................55 55......................__......................._.................._........................._..._...........-........._...................-..-.....-...,......-.............................................._._...,....------------,........I................._...............5.5 ............... .. .. ..?. 55,,55 i, .-! '._:;55:55::::� DBL. 16. 0 .:?(... 5555 , 5555 .. 5555 5555. .. !._!7„:L. i..•1.-..4"5 i`.! 20.0 38. 3 .. ::7;... 644 . - 24 . 555 ,., ,..,._y �y 5555 ..:'... • !._1{.'+1.... {...:}5555 I"'� �'�.1 t..!;:.y �,._+ ,..�'...!:::�i .73 670 . 1. 1•.'.{5:555 .."l i` �•`;i . ! 1.:...;;;r,!.::+:: .,.. 1 'i'B i i : ?5555 :; j" 5555 ,.. ..5555. ; : . r-, ..:... ._. ," :, 3666.2 ,5555 5555 .. .. DBL ,5555 ;_. :... 2002 . 1 555. .:._. .. a " .�.i!"y{.. 1 y i.., 1":. 40 .0 .%'-,; :: :' 1.::'.'�.. .. 5555 ,. ... "j ... -. 5555: 5555. .` 5555 i:.� i.:�:i�:, Ti 15555' '"' {.•- ;..{,i,.' a . : , ... ,5555 ! :5555 CLJO y". n .. t �+'" .. 5:5:55.. �... .. f_. 5555. .. ,. :. .. ...y .. :.0 2 � �.. 55 55.. ,. _ ... .. , .._ .8p .- :... ;-:.e:' ,:i:.. ., ..}.�'-y,.!:.! i DBL !_�._.. "y ;'`.F,-.; '. _5555, 5555,5555 _.. 1 T)BL-1...- :..:s....f: ,_r 16.0 66.2 " 88 934 . , EBL +...:t...{ : :_? 16 .0 66.2 _...:' a 5555 . a DPL. CLI',._, _... , 5555 5;555, :..., : 1._!!:."� ..._..1 5555 {._ „ �"..: :.:!;`.:i f'' ,:...!?:'i ...:.f.G. t T)*k*." ..... ,... 16. 0 , , C • :i 1771 ;0:3 .,.y.1 _... s'; i._,i 04 .�i n . ., ._ 5555 ._...4. i o',t � :.. , ..: : ;:.;:• 5555 :5555. ,: .. .. .. 370 ;:,.i 44 .0 79 .7 .96;? :v l.y: 1.4. 21 .0 .: i 1570. 44 . 0. r. .66 2323 ,e •...,5555, ,..., X! ._........_..._._.................................._..-_.._._5555._........_._5555,-"_..................._.................,..........,.,_........,..,.,..............._..,..........,.,............-_.-......,.__...,.......,...._._."5555.,.,.-.._........_,...,,.....,.....,......,.........----....,....................._._..........-_....................._... .i r..� ,... 5555 TOTAL . ._. ... _ ,L ! '`:. COND . {...i_..i..:`_.3i-•! � 1 ?_`���1'':1.... '.::?1....1"'�+5555,... ADj .,. .. GLASS 5555 .�,t GLASS i�al :Li!`,...,...:j GLASS t .". , ........... .. ;.,1.., _. F to : ,I :.5555, -i,; �.� :. , !.., ..1..;5555 . 5555 !. ..., ... !' 5555.(.?'! 1 ,..- POINTS�...! . 15 15555_.!:.1_, ,: .:•. ;:::.y ., . _::,{:, •55:55 :::1........ 5,555 ........... .. ... .. 5555 .. .. .. 5555 ' AREA 5._.. I:. 4'S .,r= - a ._. POINTS 5555 ,...?,�a:._1...! :.; i'-,;::`l.-;�, 5555. POINTS,.(.. TV �::}- r!f....i..){:::. .-:+1",,5555 5555. i .................._......,._._,,..,......................._........................,...,............,,...,................_,...._...__..._,._..............,........,.....,............- ,_...........,,............."........_...........,......,.................,....................,.......,..........._......_..,..._...-.._....... .............. ..-.. ({ {..:...............5555.-............__._..._.....5555.555....5..55._........ + 5555..!....._t + ..y ''�` :, } /�...! t Ext Wood Frame .. .. 2745.0 .. .. Ext� ,: 1..., .:..: •... ,:,... ! 5555:: :"• t. 1 �•' ! , ! f.... .t .._..._ 335.5 ,,...,5 5 1 Ext 5555 .: .. 5555 . l .. 335.5 :555:5.. _! <:::-r.::, %-t (•':.. CEILINGS- . . __ _ . _. 5 . _ _.' 1427 .0 .. r .•a F556.:... 1 VAIder 5 FLOORS _ ..'. .( r;:-, j.., 5555. I:C'•'f i::r.:: ! { .. ..i Wood i . .. ... , -- i.ai0 0 "' .. .. , ;c , ,_..i_' ,..(. ! / .1 5555 . f., ,i..1 ir!%•' '%.., .. �.{::.."r!�!" '...l i..:.1 ., .. { ... 5555 .� {-,5555 .. „,,.! 5555:�.. � � '. .. ,. t , ...!'-' .l.,._. ! : :: ! 5!555..�'. . : 5555:...,,...; .. 5555 .,. 5555::_'.,� 5555, ;..F t-; :. .::i•,.•, i�•t..i..,1 Practice(...�" :1:�:' t::'.f.:! ,. i..�� 8.00 23015x. !...,..i + , 1-' s.{5555. TOTAL 0rz = _ POINTS r ` j : 52,229 .50 ._-5555 5555 �_ •...!a...y:5555:..-. rt 5555�..• , _._..._--_.._._................_.-...._._...._........-."_...._._..........__.._...._.....5_555.._ ... .. _..,. !•- t ..�.:_" .,,.,. ;-,r: ,. ",55(55_...n:F CREDIT r;..i.'`..,.l. _... '..,{..i:..}. .r t,,!.i..a �, (..! I t., SYSTEM! ... f...:€ '!i. 5555...!`•,t:1 , ..; '!1.... >! f i ::. .. .- .. ., 5555 ... 15555 i't ... .-..!.. .. _.: .. 5555. ,.-,; rr::! !..., t,.F n '.!.. 1...,;....t.;.,;..i.,r..., � r,;..! . � 1.:}, ( ..�.. MULT .,;.. MU ,! �:::{".{.i ;T,'...., ' ._!i.+ <_ , ., !.;( '?5555 k i..1 { ! NTS... i i_.._i P'f!'•-{.7!�'�� :".S"1 1 .1.}...i !-31_�.... ! . 5555.5555. ! '"i i..!!.._ ._ ...1 , 5555 ,., _ -5555 , ,::i t. �.... ,,. 5555 !" ...; ,. .�t; !t ! �;: .._._.......-._.............._._._._.._...............-55 5_'5_..........,.........,__...._......,....._...................,.................,........_555 5..-..,.................._...,5_5 55..-........-...,........._,,5555_.........._-.....................,__._,.-55-_..........-.._.......,.....,.-................................_............._................ 52,229.50 .42 _ 1i ` ? , : i i 56,313.82 ! , '! 1 . 100 i ; _ :{ " i a j% C . WATER HEATING ******************************************************************************* === BASE AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO MULT _______________________________________________________________________________ 3 3803.0 11 ,409.00 1 50 .92 1 .000 3638 .7 1 . 00 10,916.00 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS _______________________________________________________________________________ 21936. 4 15469 .2 11409.0 48014 .57 1 20999.4 15337. 1 10916. 0 47,252.50 =============================================================================== ***************** * EPI = q6.80 * ***************** 04PAPITT101ENT 4F BLi�LQtNE3 CITY OF AT k3ERCFi ----� PEFlITINF'AHKATGIt _�. ..,. - 1.tCATItFtF`t�RHAI PerAitu*b,or t 4432` ddx a sus t 1:8,97 SEACH AVENUE Perllit ITYA41 PLUMHING . ATLANTIC 1RACH, FLORIDA 321331 � Class «f- Works 11I DESCH'IPTIOOH Contr. . Type s WC1CU FRA 11E. eft: sanr rtiori: Pal"Oposod Uses SI NGLR; FA XILY Townsb*p's RI+iG�r CI' 1 vollingst 1 Codex II . st aeatsl,d VAIu I 0m,ap Improv. Coasts 06.00 Tcataei . : *io.`C3t '010.00 0a G Work. Dei ���� :�N NSW SINGLE 1~Aff!L.Y 1 KSIPE1#CE ,ArnICATIOH FEES, . .._ ' '`'P F T 10 00 ' Addx^ WATER NP'ACT PEE *(j.00 ' Hop FL.t3FtI iA SE�t ¢, If : CT���5 �� SID. p0. i ra,� a u ,,� P' #T � x jo f P �` '1r � a p$ .. , v c R. Oft, �. RA�H.,�tAs % $f�.Ov Mt k+ww Add�re r: , PC,e � SEW�#�..;`�'AP gip.flC. AH L 3CI , .. .rya �.r ti � 4C -iii H7C�► ALC SHARE $0. 00 ' �": O` X 1 Sig P . ►E .+DC ���.,„ '=;q SSC. H IMPACT FEE �ss�, j0."' 0 m ti O H l� ;minas ewe w, � ry .� � C. '� 1VQTES: NGTICE--ALL.CON �# T FORMS AND FOOTINGS Mt1ST BE ET+1$R�C�1�G �f��f#3E.I�Gt1RtN� PERMIT UQID SIX MONTHS AFTER DATE OF ISSUE BUILDING,MATERIAL,RUBBISk ANa bE6RI6 FROM THIS WORK MUST NO? BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED'UPAND HAULED AWAY D'�.EITH P CONTRACTOR OR OWNER.' iFA1Ct TOCO "CM15 MEC HAUII i L 'VIS' CAN RESUi.T THE "OtATY C} 11 R 't'VVICE POR ,fit l'lNP it V N1ENTS;' .. °Irk �����: t� , t0SUED ACCORDING TO AAPP$tOVED PLAN'S'W1�ICM ARE PART ©F THIS PEJ' A IT AND $UBJECI�#'�iC� 4666;661*� 11�I 4.A I N-OF"APPLICABLE 0R4�/i l�$t7F .. 4 ATLANTIC BEACH BUILDING DEPARTMENT By: WIN t N' : ." s w,w r.rPIMAXT FwT � Y�rhi,..k rf ��M �NXA�1a � � `�wv��4M-•!F�'H"4 •P i�F Poral Number i t: close 't w{ rk i EW ar�� r� Ti e: wbo pit, : Lbtt ��r*a��� t�t�on:x 'Proposed Us*i t��+t# :�'��t �.«"�k' ;." T��r E�>�� p�: �C�IG s - t�w+ ll .rt: r 2 iQ 5ubdivi ► .` ' Vati mat0d Vgluo: IPpx>r6v» Cost: 9 T11 reefs; c Work � 14 �(�y"y Ay " n FEES 2 Ad 7 UK' PACT- YZE ow +s' �.A OM;�. y fie' f ti: qty, r R', �y. S. �y 0 i *hh / U Na Addr" 7r A.� .wMxOTT, 0 3223 # ktfAlC}« GC? FES , N©T! S• G i t N©ti6E—ALL t tIWGS MOST 8�tt I�ERI Sf1 S x 100NTH Sr AFTER DATA BUILDIN 3 MATE RdAL,RU881 } Ff IV1:TH S WORK MU�§T,NOT 8E'}��AG>r[J iN F!tJE3J �PACE:,AND MUST$,E 1 CLEARED Up ANQ HAULE`D AONTRAOTOR OR OWNER.. IN TWICIEPOIR THEVAOPE $3U L? At; E?R JtI+If TQ AP0#O tD' PLAl S H1CH N'ARE,PART OF, THts RI* MIC A t 1 t`UQGAT .ATIt N E3 A '1'L� OL P" f711a1t N OF"LAW. ATt.ANTtC e.EA"BUtLOING DEPARTMENT