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Permits 2055 Beach Ave JOBADDR M OeAC-ti Ali,C A ic,,TYPE WORK MCO 51(. , &M I�r. rtvlrs. �ctmcS - PRDPERTT D� > Cam nm uwONE "2-14-7-3 63 S CONTRACTOR Fg a- 13. I-)Cn U CV _ M UWONE '`�� -00 PMURTNfTMBFR DATE, ;Z 2Es5u�E VSAT d Sgyp o 1/. 5-CL5 INSPECTIONS• FOOTING cl 13 16) t I n y2- � � SLAB TIE BEAM a- �.T�VTEL 'Zi G)2.� qIq D 1-7 •z� o to v?.-' FFtA1 MV&COVER UP s. o•c�3 S•�7.o3 MSUTAMN 10 �� ,�� IWAL BURDING CER=C,42E OF OC CT F1.FCIRIC4L PERMM N`C,�Ustu INSPECTIONS ROUGE' '7 3 FRVAL It ,-3 , 03 I'crbp. MECHANICAL PE849" INSPECTIONS ROUG4 5 •1`7. 6 { 7 16 -Q3 FINAL PLUMMNGPE,RMM INSPECTIONS ROUGH/UNDER SLAB TOPOUT ga O3 7a ' WA , FINAL NOM.. �-t4 12:Z JOB ADDRESS ' J PROPERTY 0WNE CLr PERMIT NUMBER 6 QATE 3-!M �• << �/©93 17nzv�� INSPECTIONS: FOOTING 6--2-2- i k SLAB TIE BEAM LINTEL NAILINGISHEATHING -1 - FRAMING/COVER UP -i 5 9 INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# 7 5-02- INSPECTIONS 0zINSPECTIONS ROUGH FINAL MECHANICAL PERMIT# 1 -7,�-&7 INSPECTIONS ROUGH FINAL PL UMBING PERMIT# / 7 -4 f INSPECTIONS ROUGH/UNDER SLAB TOPOUT_/-/) -'IF _ WATER/SEWER FINAL NOTES: FLORIDA DEPARTMENT OF FLOR -� ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-230 Permittee: Permit Expires: April 20, 2001 James M. and Jane W. McLean c/o Gerard Vermey, President Vermey Architects, P.A. 420 South Third Street Jacksonville Beach, Florida 32250 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 two-story, single-family addition. Project Location: Between approximately 370 feet and 440 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 2055 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 4 1z J QS / 3900 Commonwealth Blvd. - M.S. 310 Tallahassee, Florida 32399-3000 Dke of Notice Dana A. Latino, Engineer Telephone (850) 488-3180 DAL/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Engineer David Apple, DEP District Office James M. and Jane W. McLean, Property Owner City of Atlantic Beach Building Official DEP Fonn73.131(Rev.01/97) Post Conspicuously on the Site ,�,PB',TCTION oKll r Department of FLoR TA , Environmental Protection , Marjory Stoneman Douglas Building Lawton Chiles 3900 Commonwealth Boulevard Virginia B.Wetherell Governor Tallahassee, Florida 32399-3000 Secretary April 21, 1998 Gerard Vermey, President Vermey Architects, P.A. 420 South Third Street Jacksonville Beach, Florida 32250 Dear Mr. Vermey: NOTICE TO PROCEED PERMIT NUMBER: DU-230 PERMITTEE NAME: James M. and Jane W. McLean 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 Condition 1. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 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 April 2.0, 2001. 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 party to this proceeding has the right to request review of this order by the Governor and Cabinet, sitting as the Florida Land and Water Adjudicatory Commission, in accordance with section 20.255 of the Florida Statutes. To initiate such a review, you must file a request for it, and the request must be received by a member of the Commission or the Secretary of the Commission at The Capitol, Tallahassee, Florida 32399, within twenty days after this order is clerked. You must also serve both the Department of Environmental Protection, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and any other person named in this order with a copy of the request within twenty days after rendering of this order. "Protect, Conserve and Manage Florida's Environment and Natural Resources- Printed on recycled paper. Gerard Vermey, President April 21, 1998 Page 2 Additionally, 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 62-103.155(2) of the Florida Administrative Code, 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 fourteen 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 a hearing officer. Likewise, when the Florida Land and Adjudicatory Commission receives an adequate and timely petition, the Commission will request the assignment of a hearing officer. Once a hearing officer 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. Rule 62-103.155(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (a) The name, address, and telephone number of each petitioner, the applicant's name and address, the Department file number, and the county in which the proposed project would be located, (b) A statement of how and when each petitioner received notice of the Department's action or proposed action, (c) A statement of how each petitioner's substantial interests are affected by the Department's action or proposed action; (d) A statement of the material facts disputed by the petitioner, if any; (e) A statement of facts that the petitioner contends warrant reversal or modification of the Department's action or proposed action; (f) A statement of which rules or statutes that the petitioner contends require reversal or modification of the Department's action or proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wants the Department to take. 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. Gerard Vermey, President April 21, 1998 Page 3 Failure to petition within the allowed time frame constitutes waiver of any right that such a 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 120.68 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 rendition of this order. 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 only be at the approval of the presiding officer upon motion filed under Rule 60Q-2.010, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action 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. Gerard Vermey, President April 21, 1998 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, J ! v Dana A. Latino, Engineer Bureau of Beaches and Coastal Systems DAL/jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Engineer David Apple, DEP District Office City of Atlantic Beach Building Official James M. and Jane W. McLean, Property Owner STATE OF FLORIDA +r DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Facilities ° Bureau of Beaches and Coastal Systems FLORI A — � 3500 Commonwealth Blvd. - Mall Station 300 Tallahassee, Florida 32355-3000 (850) 488-3180 PERMIT NUMBER: DU-230 PERMITTEE James M. and Jane W. McLean c/o Gerard Vermey, President Vermey Architects, P.A. 420 South Third Street Jacksonville Beach, Florida 32250 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 October 9, 1997, and was determined to be complete pursuant to rule on January 22, 1998. 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 6213-33.007, 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 Administrative Directive DEP 140, effective July 1, 1993. The direct and cumulative impacts to the beach and dune system that will be caused by both the seaward location and shore-parallel width 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, or increase the shore-parallel coverage occupied by, 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 Standard 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: April 20, 2001 i@ PERMITTEE: James M. and Jane W. McLean PERMIT NUMBER: DU-230 PAGE 2 LOCATION: Between approximately 370 feet and 440 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Project address: 2055 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Two-Story, Single-Family Addition 1. Location relative to control line: A maximum of 11 feet seaward. 2. Exterior dimensions: 18 feet in the shore-normal direction by 10.7 feet in the shore- parallel direction. 3. Type of foundation: 16-inch diameter augercast pile. 4. Penetration of piles: To elevation -5.0 feet (NGVD), or deeper. 5. Structural elevation (bottom of structural slab): +24.8 feet (NGVD), or higher. 6. Finished floor elevation (first floor): +25.5 feet (NGVD). 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 local District Office for the Department of Environmental Protection to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (800)446-8967 for an appointment. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative, so as to provide maximum protection to the existing vegetation located on the site. 3. No new permanent exterior lighting is authorized. PERMITTEE: James M. and Jane W. McLean PERMIT NUMBER: DU-230 PAGE 3 CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the shore-parallel and 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 2a 'day of E�' 1998, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S 120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. ` ,X Gene Chalecki, P.E. Engineering Supervisor Bureau of Beaches and Coastal Systems Deputy Clerk Date r Lu E t AV or I tr z w1 4W { r '1 , 7 � APPROVED j CITY. OF ATLANTIC BEACH f j BUILDING OFFI4CE � 3 t 'fir' � . „'"�,�y�� +�-• < �+,:'f., r� U IWI 00 Z w - 12 gr if i _ ............ . � 1 No.937 811 E OSMEM'ER Engineer's Computation Pad - ZL i j L1 r 9 ++ i jjji Oji �1 . � i � •- _ - ...�- ifs _._ . AT; "y Department of O r�i e I Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary January 28, 2002 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-310 Applicant: James C. and Jozette B. Campbell 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 reconstruction of a single-family dwelling and removal of existing structures. A copy of the plans is enclosed. The proposed project is located approximately 380 feet to 445 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County, and is within the local jurisdiction of the City of Atlantic Beach. Project address: 2056 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 seven (7) calendar days after the date of this notice to Dana A. Latino, Engineer, the Florida Department of Environmental Protection, Office of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Office of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. 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No.3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31,2002 ELEVATION CERTIFICATE F;to— 38 F-34 ImpoRant Rssd the iL�s on paw 1.7. SECTION A-PROPERTY OWNER INFORMATION Farinpra":cwpe Lj* BUILDING O'WNER'S NAME Policy Number James C,CanVbell Jr. BINL.DING STREET ADDRESS(Including Apt,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company MAIC NurGr' .20u Bwmh Mre CITY STATE ZIP CODE Aflartdo Duch n 32233 PROPERTY DESCRIPTION(Lot and 9"Numbers,Tax Parcel Number,Legal DewApdot,etc.) Lai 72&S.1/2 of 73.North Atlantic Beech Unit 3 BU SE(e,g.,ReaidMtial,Non-residential,Addilim,Acoessory.oto. Use a Comments arra,N necessary.) Realdential LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL TUM: SOURCE: D GPS(Type): (W-##,-ri#-w or d#w4mr) ❑NAD 1927 ❑NAD 1983 O USGS Quad Map ❑Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFP NAft &COWAARY NUMBER 82 COUNTY NAW B3 STATE Allennic6esdr12D07s Dual Fbdda 04 ANE. KSUFFIX 87.FuiM PANE. 09.M FLOODELEVATION(S) NUM9ER 06.FIRM NDEX GATE ENECTIVFi Y BED DATE ad FLOODmNE(S) (2aie AO.m depit dnaadtp) 120{1150001 D 41749 41744 AONE 2 810,Indicate the ec m ori the Base Fbad BevaaUOn(8FE)data or base flood depth enterod in B9. ❑FIS Profile 19 FINN ❑Communky war fined ❑Other(Describe):_ 811,induate the alevatlon datum used for%BFE h W.®NGVD 1928 ❑NAVD 1988 ❑Olher(Dwribs):_ 812,b 8tff bu dng bCaled In a Coestal Banter Resouwas System(CWS)areae Pmlecfied Arva(OFAV.❑Yes ®No DeejM don Dal- SECTION C-BUH.DNG ELEVATION IWORMATION(SURVEY REQUIRED) C1.Btclding elevations are based on:❑Consauc8on NmW ❑Building Under Consindon' ®FlnSltod Constructors 'A new Elevation Cw*ale will be MgWW when ooltslru00n Of the b ldrig 19 oomplsID. C2.Building Diagram Number 3(Witottta bxi ft disgrsnt most similar to the building far wfliil This m4liale is being complel ed-see pages 8 and 7, 1 no diagram aorxuately mpreeenfa Ute tslildng,provide a slreids a photopraptt,) C3.Elevators-Zones Al•A30,AE,AH,A*BFE),VE.VI-V30,V(wllh BFE),AR,ARIA,ARIAE.ARIAI,A30,AR/AH,ARJAO Camplele Items C3,-w below awarding to 81e building diagram specified in Item C2.Stela Ute datum used.N the datum is different from the datum used for the OFE in Section It oortvert tte datum to that used ford*BFE,Show kid measunin ersls and datum eorrveraion akulalicn.Use the apace provided a the Comments mad Section D or Section G,as appropriate,to document the datum convereion. Detum---7— Convensiorcorr"*_ Elevation rslfarertoa mark used Dass ftelavat on njfere a mark used appear m ate FIRM? Dyes B No a)Top d bottom loot(indudirtg basamatl or ersdosum) b)TopdradfighterUoor a,Ll,(m1 c)Boam d oWW hodwrItal struclurat member(V tares only) VA._fl,(m) .3 d)Atteciled garage(top d slab) g 8)LaWest eleveton dmadinery arw2arequiiprtlerif servicing the building(Deecdbe in a Conrarda aced) gfllm) sn Q Loa W adgmt(frilled)grade(LAG) RIMM)tt.(m) i X-S, 41-77 9)HOW Aamnt OndwO grade(HAG) N.7_t(m) V 0(�0¢ h)No.d permanent openings(food vents)wthn 1 A.abxnre adaoent grade 0_ :, 1 Total area d all pemanartt apertillga(Rood w b)inC3.h NA aq.In.(eq.an) SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This ceriiflution is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I oedify that the ULfamafion in Sectlans A,Q and C on this car6fiWe representor my beef efforts to praerpret the date"How I understand that any false statement may be puma 00 by Ane or imprisonment under 18 U.S.Coda.Section 1001, CERTIFIERS NAME Jeny M.Sizemore LICENSE NUMBER 4177 TITLESurvay Manager COMPANY NAME Moore Swaying&Design,Inc. ADDRESS CITY STATE ZIPCODE 5390Orlege Boulevard Jadcsatvtle f1 32214 TORE DATE Ta.EPHONE 01-0744 804.384.7855 FEMA Form 81-31,3UL 00 SEE REVERSE SIDE FOR COWINUATION REPLACES ALL PREVIOUS EDITIONS Z 'd IR 'ON ONNOA I HOM AdR:: b001 '9 'NVr IMPORTANT: In OWO spm,c0W the conuponding hdbmudon from Section A Ask,las nparConrpeayUae. BULDfdG OM TADDRESS Md Wm Apt rrit bulb,Wft Bktp,Na)OR P ROMANDBOXINIO, 2055 Beach Avenue Cmr VrATE DP CME 1' t A114ntic56ach Ff 3= SECTION D-SURVEYOR,ENGINEER,OR ARCHITIECTCERTIFICATION(CWNUED) Copy both sides of to Ewatlon Certificate for(1)oommuntty oft W,(2)kimmos agenikrampany,and(3)building owner. COMMENTS Slab on grade paired on pilings,The front portion of Mte tesidence appears to lie In Flood Zona"x",The major middle po M _ of the residerxe appears to lie in Flood Zone"AO'A a depth of 2 and the Eestsrf r and of Ire residence appears to Ile In . . Flood Zane"VE"with w"wave action elevatlon 17 21 0 Checkbare i eattachments SECTION E•BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FORZONE AO AND ZONE A(WITHOUT BFE) ForZone AO and Zone A(wtthaut M),complete Raine E1 fho*E4. 910 804M Ce0cwe Is intended for use ss atrpporfirg lefa►►rvkn fora LOMA a LOMR,F, Sedion C must be.completed. EI-WIdIng Diagram Number (Select the building d q wn most siffAT to ft building for which hs cwdcde is bang completed–see pages 6 and 7, If rto diagram axurdely reprwrh Nle building,provide a sketch or photograph.) E2.Thetop dit bottom Noor(Including basement or enclosure)oflhe building is _ft.(m)_in,(em)0 above or ❑below(check am)the highest agacentgrade,(Use natural grade,U avedabfe). E3.For Bulding Diegmm6 fib with openings(sae page 7),the next higher ler orelevated flea(slevatlon b)of the building is _,f t(m),h,(cm)above the highest edjacert grade. Cw0 to(lams C3h and C3J on dont d form E4-Fa Zone AO army U rw Hood depMt rrumberis avdlebie,is Nrelap dMte bottom flora elevated In acoordenae wiMr the aommurrity�Moodplaln management adinartoe? ❑Yes Q No Q Unknown.The local choral must w*Nie infarmaim in soft G. SECTION F.PROPERTY OWNER(OR OWNER R$ EPREtBENTAT(VE)CERTIFICATION The property owner of owner's sAmnad represeniaNve who compk6e6>aedronsA,B,C(Items C3.h and C3J otrly),and E forZone A(W#W a FEMAasWW or oommuntly. issued BFfa alone AO must so here. The stafentertle h Serf+m A,8,C,and E an3oorrect to fre beet of nV itwMedge. PROPERTY OWNERS OR OWNERS Al1THOfMREPRESENTATNE S N ADDRESS CITY STATE ZIPM SIGNATURE DATE TELEPHONE COMMENTS - � ... _ SECTION G•COMMUNITY INFORMATION(OPTIONUL) Check has if atfachtnenks_ The local 0"WV is atMrorlaed by to or ordinance to admiriWerft corrvietls MoWplain management o0nanae can oom*G Sections A.6,C(a E),and G of this ElftZ Cuffiicate. Complete the 011cabie 1"$)and sign below, G1.❑The informaWn In Section Cwas Wren fromfirerdommentetlon Ntathas been signed and wnbossed by a kned surveyor,engrw,or 80 Who isaul maed by state a local law fo certify elevation irrfomWon,(Indicate the two end date of Ute elevation data in Nie Comments area below.) 02.❑A car"dkW completed Wan Efbr o IxA ft located in Zone A(without a FEMA4uusd oroomm nlly4ssued 8FE)or Zone A0. 0.C7 The bUNing d rrnalm(><eme C."is pravided tnr mmm*floodplain mmargernent purposes, G4.PERMTNUMBER G5.OATS PERNA MED G6.pATECERIIFICATEOFCOA W-4C- O G7,This permit las bawl Issued far:❑New Can*ucft Q SubstanMel Improvemm G8.Elavaoon of as-ult lowest lM pttdWN beserrtent)of the leaking W _ A(m) Dahim G9.WE or(ti►Zone AO)depth d"at the bxitdng elle W _fk(m) Datum: LOCALOFFICIAL'SNAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE ivVuENTS ❑Check here if ettachrnertts FEMA Form 91-31,JUL DO REPLACES ALL PREVIOUS EDITION- S-E 'd tE0 'ON JN110A '8 3�QOW A4,6:4 b(1(17 'Q vwr • 5390 Ortega Boulevard Jaoksonville,Flm ida 32210 • (904)384.7855 fax(904)384-4665 wcbt moors-youag.com To: Don Ford Fax: 247-5845 From: R.E,Olsson,Project Manager Dabs: January 8,2004 Re: Elevation Certificate for Campbell Pape*: 3(including cover) CC: urgent For Review Par Roqunt P19M Rap1y NOT-,LS: l d l H 'ON JNNOA I HOOW WdH :S WZ '9 'NVQ r HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jan 08 2004 4:59pm Last Transaction Date Time Type Identification Duration Peres Result Jan 8 4:58pm Received 9043844665 0:50 3 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 1/07/04 Parcel Number . . . . . 169714-0000- - Property Address . . . 2055 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . JOSETTE CAMPELL Contractor . . . . . . DANA B KENYON COMPANY Application number 02-30023891 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: r i 5i 0/_�_ Contractor Name: Dail& r3-- Co Permit #: � '�` Property Address: 2,0��f5 . Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: `3,,,J. � c7 3 , Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works (, - �� _ - �� �-•� Planning Dept. d Building Dept. _ o Final Survey with FFE D;K Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No `�PPOiE(iION ,01 Department of FLORIDA"*­". Environmental Protection Marjory Stoneman Douglas Building Lawton Chiles 3900 Commonwealth Boulevard Virginia B. Wetherell Governor Tallahassee, Florida 32399-3000 Secretary March 16, 1998 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-230 Applicant: James M and Jane W. McLean 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 a two-story addition to an existing structure. A copy of the plans is enclosed. The proposed project is located approximately 370 feet to 440 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County, and is within the local jurisdiction of the City of Atlantic Beach. Project address: 2055 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 fourteen (14) calendar days after the date of this notice to Dana A. Latino, Engineer, the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Coastal Systems at .5050 West Tennessee Street, Building B, Tallahassee, Florida. DAL/jg Enclosure Cc,�_erve and Manoce Florr~a's Envitowrn,nt avid 1Jat nal Resou Printed on reryded paper. L 1 i San f L EL 5v.5 t=El I pegly o+ �'� tare � �' ._..�..�.� �U(�-b(t�� ��� o►-� u�� ?oma evyii ANe: P7;7-4T" .F i 1 e ii PSR-3844 DEPARTMENT OF BUILDING +� CITY OF ATLANTIC BEACH 1 PERMIT INFORMATION -- - .. :LOCATIONIN FORMATION -- Hermit Number: 16565 A dr^-ss : 20155 SEAM AVENUE Permit T'ype:ROQM AAIII'I;ZON ATLANTIC BRACH . rLCRIDA 3223 less of Work:NZW - :LEGAL DESCRIPTION - . ,,..' 'Constr. Tvpe:WOOD FRAME Block: Lot: , Twp: Q { Proposed Use:SINGL,E FAMILY Section: ::01., Subd: Rng: 0 Dwellings:, Q Subdiv, i si aNORTH ATLANTIC BEACH Est : Vague: 0k00 Improv cost : 100 ,000-00 Total Fees:, 690 .00 1 Amount Pad,, 690.00 t Date Padi21998 61 ork L sc` D.6 �0 �', ►I` s`f"ION TO'' RESIDENCE PER PLANS APPLICATION PEES M'I` 6'9Q QC' > R dd r: + PACE JAS ADR IDA 32207 � ��yy/�.ort�y i 1 _, C0 N' TCR' IWr �T 14N s,me: PROPL `X ` i ER '` i ddb Vpe 4 r= NOTES." I NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ;GILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLIACEI IIV rUBLtC SPACE,AND MUST BE GIEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER '4 'FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTYOWNER PAYING TWICE FOR BUILDING IMPROVEMENTS:" SSUECORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO FiEVpCAT14N FOR � LATiON OF APPLICABLE PROVISIONS OF LAW. 4 5i 14"An iU NTI ACH BUI 1NG RT NT E ; e t ;Ac1 R9,7 FLA. 11{7 I-Awa Book 9953 o'f�jT Fs 713.13 V firr of irw[IAA• IN DUPLACATII $Iu fvljam it nt�� cart�ceric: 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. Descri lion of property......... O� A ............ ieT .....j9lN .... AC,� ..ll�l' T.... ....�.�...........a.�.��ii►�16..... .....�(....:T U.............t�- 'Q.ez;)OP...../........................................... /.. r.. ©1 A ........OF.......-P!g!. A....... .t.....r-Z.t. ..�9.. 41 r- •H o General description of improvements. W�-•••• 11 ( .......r /.. 0 .......D.....IYD! ..........as/, C.........? ....... l�e✓'�Ac'C mss% k /t !11,4°ov ��As�......./ .......... ................ M , C; r a Owner.. �� L .......� �........✓ G ..... ................... .......... Address....../...................... 1.. G. ......,l.fa �±�s..1 4 ... - lJ.!Y. .4`rJ .. / 1, ........ ............. Owner's interest in site of the improveMont.....►.••. ...... '.. ......................................................................... ....... h fee Simple Title holder (if other than owner) ti C7Name ................................................................................................................................................................................................................................ w U) Address............................................................................................................................................................................................................................... hContractor.................................................................. ............. 61 Address.............................................................................................................................................................................................................................. pSurety (if any)................................................................................................................................................................................................................. 4 Address......................................................................................................................................................Annount of bond $-........................ Name of person within the State of Florida designaled by owner upon whom notices or other documents may ui I» served: o Name T`.!1C, . .....�...........�f.!�!� � � ...................................... ........ / Address....1..3S.'&- ... 3 ....At✓.k.....7 A-66—e�''.... ..................................................................................................................... M 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) (F), Florida Statutes. (Fill in at Owner's option). ro Name. ....................................................................................... F� Address...................................................................... ......................................._....._............... --......- CITY OF ATLANTIC BEACH PERMIT CALCULATION CHEET Address Q 5— F—t1 H 14 VF, (? n Date S-- 2- 2 'T Heated Square Footage @ $ per sq ft = $ Garage/Shed@ $ per sq ft = $ Carport/Porch @ $ per sq f = $ Patio V� @ $ per sq ft = S ei TOTAL VALUATION : S /OC'JfO®Ql` T A al Va ion 1st $ /60 , 0-yv S Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ c� ( ) Fireplaces @ $15 . 00 $ "! BUILDING PERMIT FEE $ 9 WATER IMPACT FEE $r01 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S 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: CITY OF ATLANTIC BEACH RECEIVED PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS MAY 14 1998 //Z City of Atlantic each Owner(s) :_ �l1 � ��[ A/4 Address: cAyS5_ (T AllEJV4(Xhone: 4125�2 Lot # Block or Chit # Subdivision:" 47-440—IC-Be—Ail Contractor SIL e— Contractor: State License # pp�� i Address: �� 7��-�G Phone No: n City State f-7 Zip Code o2_ Describe work to be done: /, o "'e o fiyem Sw �XiSTi�t/6 STZ°t�yT i /�" Present use of building: �s/.i�MC't Valuation of Proposed Construction: if/rayay Proposed use: Is this a�nj addition?. If yes, what are the dimensions of the added space: A ft. X /0'9 Will the added area be heated and cooled? New electrical (or increase) ?� New plumbing fixtures?�New fireplace? No New Heat/AC? C S SUBMIT TFREE (COMdERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNE Date: ffj— Signature C TRACTO Date: Sworn to an subscrib d before me this day of 1911A NOTARY PUBLIC STATE-OF FLORIDA AT LARGE PATRICIA A.REINEKE MY COMMISSION#CC452137 EXPIRES -a•• a April 29,1999 1r'i pF F1 ', BONDED THRU TROY FAIN INSURANCE,INC. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-97 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 60OC-97 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 60OB-97 or 600A-97. PROJECT NAME: .Ti`L>^ 1n.t ,i BUILDER: AND ADDRESS: ^�� < +� . 1,/ PERMITTING CLIMATE - OFFICE �Ll, r< ZONE: 12 73 OWNER: D I L 'C co"\ PERMIT NO.: '���o JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS(Residential buildings undergoing renovations costing more than 3091.of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS.Only site- installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. _ 11_ 2. Single family detached or Multifamily attached 2. S;0{�i�_4i,yu�k4 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft) 4. _C' - 5. Predominant eave overhang (ft.) 1 L` 6. Glass area ana type: Single Pane Double Pane a. Clear glass Sa. sq. t. sq. ft.' b. Tint, film or solar screen 6b. sq. ft. 'sq. it. 7. Percentage of glass to floor area 7. 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 3b. R= sq. ft. c. Wood, common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= ( sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and insulation: a. Under attic (Insulation R-value) 10a. R= � sq. ft. b. Single assembly (Insulation Fl-value) 10b. R= sq. ft. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: LP��rCL' SEER/EER: UU 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: `� "�P� �•� gas h.p.,room or PTAC exjsting, one) HSPF/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. b. Ducts on marriage walls adequately sealed* (Yes/No) 13b. 14. Hot water system: 14. Type: F-/E'rrc C (Types:(elec natural gas,other,existing,none) EF: *Pertains to manufactured homes with site installed components. I hereby certify tha th lans and s ecific�_ nATE: e calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance with t a En y e. < c�Q with the Florida Energy Cod efore construction is co plete this building will be PREPARED BY: Ti S" 9 /0 inspected for compliance in acco dance with ctio .908, S. I hereby certify t this buildin i comp) nce the Florida Energy Code. au1LDtNc OFFICIAL: OWNER AGENT: DAT E: DATE: -1 - a, CITY OF geazlt �o SEMENOLE ROAD A"1L.ANT(C_ 13E:ACH. FLORIDA .l TELEPHONE�`)04)2-17, CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 469. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PPCPERTY, TO ACT AS YOI-'R OWN CONTRACTOR EVEN THOUGH YCU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO�FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,CCO,OO OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY, IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCOROING TO THE BUILDING CODES AND ZONING REGULATIONS, IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN 17 1S FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS SY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA,"CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. jRR/BUIL � 31�. 32.207 TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS _ 19<' NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRW,E : ARE EMPHASIZED BY THE BUILDING g" P�y?,f., EINEKE DEPARTMENT. =+t tr W COMMISSION N CC452137 EXPIRES o Apol 29,1999 qr;;$ BONDED THRU TROY FAIN INSURANCE,INC. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_.. 7a?, r 3 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. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE - S?S"- JOURNEYMAN NAMET� /)' G4L/IWADDRESS:�&-r/56� t � " RFD BOX BLDG.SIZE BETWEEN: RES.K) APT.1 1 COMM. 1 '1 PUBLIC 1 1 INDUS. ( 1 NEW( ! OLD( 1 REW. ADDITION 1 1 TRAILER ( 1 TEMP.( 1 SIGNS 1 1 SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS PH W ��V((O��LT RACEWAY EXIST.SERV.SIZE Q AMPS PH 3W -VDLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 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 O.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS a = (/ GCr PSR-3d¢4 17541 d DEPARTMENT OF SUt#.DING CITY OF ATLANTIC BEACH PERMIT I NFOR T I Odd - - LOCATION I NFOR14AT I OSI rmit N timb e » l;?54 . Address,: AVENUE - Permit VENUEF rm t T p .E LUNRIC3d �1'1'LANTIC BEACH, FLORIDA 32233 lass of Work oALTER.ATION .�.. w..� �.»� LROAL DESCRIPTION - onstr. Type WOOD FRAME B1 cock: Lot: Twp: 4 Proposed tJse» YNa3G FAMILY. Set ,. D Subd. Rnq. Dw llingFs » 0 Subdivizio tKORTH ATLANTIC BEACH Est . Value: 0.01 Improv. Cost : Total Fees: 64.4+3 Amouht Paid»l F 4 :66 Date PSN 998 Work Ileac C3 IN REMODELING H - - APPLICATION FEES - - ame t J�A141Iw5 '3 - 54.00 AA C, RIDA 32207 pp . 4 jj.,one µ ON, ', x AT I ON - me: STEE ddr, 1601 ZN RE, Lic» CFC037196 Exp: Tye° , ti F pg4;f6%wz amg¢F,,gt+a$:udi f+nr.m..>; ada. ,esaea+eae+,arrowvzweerra:.+r .wrwa.„.,.age�M, » +.wmo,� g,'. e NOTES: NOTICE-INSPECTIONS MUST SE REQUESTED AT L EAIST`24,HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED IN PUBLIC SPACE AMD MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE 0 COMPLY WITH THE MECHANICS' LIEN LAW .CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FC W614ILI� NG IMPROVEMENTS. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f1 .41,.1 NECKS 2333 ATLANT EACH B ILD DE ARTMENT By: CITY, OF ATLANTIC BEACH • APPLICATION .FOR PLUMBING PERMIT !i F i Mg 5,I JOB LOCATION: Gh. `r,\(T4:bWNER OF PROPERTY: PLUMBING CONTRACTOR: 1 �YrA ' �j�•••,CONTRACTOR S ADDRESS: ryj STATE LICENSE NUMBER: ����3 7� �' TELEPHONE: HOW MaY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS ! ( I tM M LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS _DISPOSALS CLOSETS , _ WASHING MACHINES a FLOOR DRAINS j SHOWER. PANS ti wry' ta � OTHER 'I,TOTAL FIXTURES: __ X 3.50 + $15.00 tl t ' ,,,MINIMUM PERMIT FEE a $25.00 + •+3-'lSIGNATURE OF OWNER: t `' ��' SIGNATURE OF CONTRACTOR: -------------- ------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 ,�}r��STANDARD PLUMBING CODE. r,-,,!CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-582.6 �� w SEWER CONNECTIONS MUST BE CALLED--IN- TO PUBLIC WORKS FOR INSPECTION PRIOR I -� TO COVERING UP — (904) 247-5834. t 1 PSPI'" 4 DEPARTMENT`OF SUILOING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------- "LOCATION INFORMATION - ermit Number: 17267 Address 2065" BEACH AVENUE Permit T p6:MECHANICAL JkTLANTIC BEACH, FLORIDA 32233 lass of Work A,LTZ ATION --------.- LEGAL DESCRIPTION ---------- Constr . TyFe a WOOD FRAME S1 Lot;; wp: CI Proposed Use,SINGLE FAMILY9ectie�n. 0. Subd: Rng* 0 Dwel l i n s 4 4 Subdiv'i'sion:FORTH ATLANTIC UJINCH Est . Value 0 .00 Improv. Cost.* Total Fees � .OQ Amount Paid: z, 45.00 Date P 998 r Bark Desc. R AND AIR` HANDLER 4 - ON _- .� APPI,IC:ATION FEES 4 carne: 3AM t` °& E� 45.00 E °ft2`�u� m� ddr. JAC . RIDA 32,207 hone: ( r tc co., 6 e,a,c If, 57e ON � I TION 'Name: FLLOR W E NC. Ad: 1q.117 AC tlt��E��ARD a�P,�"�°Il��CiNV'I� L"r�S. ,.,,i.»�. ^.•..,, Ja1:J� Lic: 'CA 020230 Exp: k NOTES.: 4 r r NOTICENNSPECTIC�NS:IUlt!$T BE,REQUESTED AT`>~EART 2 H4WR3 PRIOR<TO IN$PECTION ' BUILDING MATT=RIAL, RUB$ISH"AND DEBRIS;FROM THIS WORK MUST NOT BE.PLACED I V PUBLIC SPACE, AN[ MUST BE CLEARED UP ANQ HAULS(( .AWAY'BY ITF[ER ONTRACTOR OR OWNER ' "FAILURE TO CC3MPLY 1NITH` THE MECHANIC$'" L1 N LAIN CAN RESULT IN ' THE PROPERTY OWNEN PAYING TWICE 00N1��► Cii lfipRCtVEN1fT ." ISSUED,AC CORDING TO APPROVED PLANS WHICH ARE MART OF THIS PERMIT AND SUBJECT.TO REVOCATION VKOLATION OF APPLICABLE PROVISIONS OF LAW. r& f ATLA BEACH IIILDI D11PARTMENT II61 = 11TH c x 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 I, II, III, and IV. LOCATION Street Address: a— cac 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 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 Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors 7-- Contractor (PringIo���cL {� Mester C 2- Name of in , G - Property Owner V v�Y rn—GC4,'1 Signature of Owner ,r Signature of or Authorized Agent Architect or Engineer III• GENERAL INFORMATION A, Tyle of heating fuel: B• IS OTHER CONSTRUCTION BEING DONE ON P�--ElfcN+c THIS BUILDING OR SITE? ❑ Gas—❑ L► ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT Q Other — Specify IV. MECHANICAL EQUIPMENT TO 1E INSTALLED NATURE OF WORK (provide complete list of components on beck of this form) Residential or ❑ Commercial Host ❑ Specs ❑ Recessed Centre) O flow ❑ New Building Air Conditioning: ❑ Room A(—Control K—Existing Building ❑ Duck System: Material Thickn••s Replacement of existing system Maximum capacity c.f.m. ❑ New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling lower. Capacity g p ❑ Other — Specify ❑ Fin sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q Gasoline pumiss (number) (LM h*d) ❑ Tanks (number) Remarks Q LPG containers Inumber) Q Unfired pressure vessel Q Sellers Peril Approved by Dok ❑ Other — Specify Permit Fay LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT A Number UnfUnitsDercriptlon Model Number Manufaebmr ter rovfes8 1 PSR-3844x 1:7502 DEPARTMENT Q t;QTY OP ATLANTIO. 4H PERMIT INF'ORMA.TION - --» LOCATION INFORMATION -- Pe rmit Number. 17502 A dress. 2135 REACH AVENUE Perani t Type.LLEC'TRICAL ATL TIC BEACH, FLORIDA 32233 ('111ast of Work.A.LTERATION LWAL DESCRIPTION -- Constr. TI►Pe:WOOD FRAME Black. Lot : Twp*. Q Proposed Use:SINGLE FAMILY Sectfou": 0 , Subd:, Rng: U Duel I inns Subdi r i cin.NORTH ATLANTIC BEACH Est. Value: 0 .00 mp.rov . Cost: 0.00 ota1 tees. 35.00 Amount P Date Iia 998 ork Desi:, , E _ - O N +- APPLICATION FEES ---------- P ` E me. 35 .00 dd . CIC J'A IIIA 32207 �v g 1"41po ------ coT I ON - ame: BROOK &° Att ' dd.r �. ATLANTIC B FLORIDA 3223 E Lic: ER,0t3 5 5 Exp: / NOTES: E E i r NOTICE- INSPECTIONS MUST SE 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 Tfl COMPLY W#TH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE F R" BU'lLbiN IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTI EACH BUILDING EPART ENT } t , CITY or ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS mo G, DEMOLITIONS Owner(s) : Job Address: r}G 5 $! 13�fGh /-A --?hone: Lot # Block or Unit # Subdivision: Contractor: -TkG 41150 C;DV VCA`C i&X State License # Address: fQ /7✓ Ati Phone No: zDd '0 2� �E f City�J4,k 1yelfe 11 State_17T Zip Code —,:y Describe work to be done C�j l MC`'u G �D4"SSC Present use of building: i�eSiS es' o valuation of Proposed Construction���r''�O , Proposed use: Is this an addition? 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 TSS ( IAL) SIDENTIAL) CC"LETE SETS OF PLANS, INCLUDING SIZE PLAN, sm , DE' .F qHS, NOTICE OF C�IVC011ENT, AND OHNER/CONTRACTOR 3 ZS CONTRACTOR. Signature OWNER- Date: Signature CONTRACT _ -- Date: i AS TO OWNER: Sworn to is day of 2000. Jr EILEENFIOLSTON j a.. IviY COMMISSION#CC 957840.@ EXPIRES:March 27,2004 NOTXRY PUBLIC ru Notary Pubk Underwriters AS TO CON L &nded Th Sworn to and subscribed before me this day of ,2000. �n SLEEN HOLM W4--e� .: .- MY COMMISSION#CC 957840 NOT PUBLIC EXPIRES:March 27,2004 '1,�.. Bonded Thru Notary Pub k Underwrtiam r '03 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DEMOLITIONS 2�Owner(s) FIN <" Addre4- �cl Phone. �OSL) 3�? -Lot # or �lrt # Subdivision: /U� C.!(L-�/✓«C �� Contractor: State License # Address: Phone No: City State Zip Code Describe work to be done: Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? AA) 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 Tln= (CONMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: u�----� Date: �"J `/'0 Signature CON CTO Date: Sworn to and subsc ibed before me this day of 1� P NOTARY PUBLIC STATE OF FLORIDA AT LARGE *,?•* y MY COMMISSION k CC553881 August 27,2000 BONDED TNRU TROY FAIN INSURANCE,INC, n CITY OF ATLANTIC BEACH fey 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 11� TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM:852-5800 u ``' http://ci.atlantic-beach.fl.us November 21, 2000 Dr. and Mrs. James C. Campbell 10 10" Street Unit H-48 Atlantic Beach, FL 32233 Dear Mr. And Mrs. Campbell: On November 6, 2000, the Atlantic Beach Tree Conservation Board met and reviewed the amended plan for your proposed house at 2055 Beach Avenue. The board commended you on the re-design of the project to protect the trees and the dune adjacent to Beach Avenue. Your efforts to reduce the impervious surface area by "shrinking" the foot print of the structures by 1000 square feet, by using brick pavers in the courtyard in lieu of concrete, and by eliminating the pool are significant in maintaining the unique character of this property. The board pointed out the unique nature of the lot and the tree canopy that is being preserved by your amended design. The approval of this design by the Florida Department of Environmental Protection including the movement of a foundation 22 feet seaward will work in the best interest of the state and the city. The significant and irreplaceable landward dune and trees next to Beach Avenue will be preserved and the seaward dune will be only slightly impacted. The board approved your amended plan based on the removal of 17 non- protected palm trees, 2 non-protected pine trees, and one non-protected oak tree, all in the interior zone. The board approved removal of 3 protected palms with mitigation of 31" of palms to be replaced or relocated. The board appreciates your spirit of cooperation by working with the city in preserving the tree canopy in Atlantic Beach. IY� Chairman -,pia Jones Secr ta4- Rilchard I Member - Camille Hunt r Member- ,�udith c son �� "? Member- Barbara Mears cc. Dana Latino File HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Building Department 904-247-5805 Jan 15 2002 4:22pm Last Transaction Date TimeTwe Identificatio Duration Pages Result Jan 15 4:21pm Fax Sent 819048290851 0:00 0 No answer CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 T TELEPHONE:(904)247-5800 FAX: (904)247-5805 S) SUNCOM:852-5800 http://ci.atlantic-beach.fl.us December 5, 2000 Florida Department of Environmental Protection Attention: Dana Latino 3900 Commonwealth Boulevard Tallahassee, FL 32399-0792 Re: CNS—DU-111 Dear Sir: Enclosed is a copy of a letter dated November 21, 2000 from the Tree Conservation Board to Dr. and Mrs. James C. Campbell concerning actions of the Board as to property at 2055 Beach Avenue. The letter is copied to you as information pertaining to the Campbell's project to build a new single family home at 2055 Beach Avenue. The Board has reviewed the Campbell's initial plan, requested changes, and approved the changes and the final plan. The Board required the Campbells to reduce the size of impervious surfaces, shift the house seaward approximately 22 feet to save approximately 48 trees, and to save a dune next to Beach Avenue. These actions were taken by the Campbells in a spirit of cooperation in protecting the environment on this limited construction site. The Board feels like there is a conflict between the local Tree Conservation Ordinance and Florida State DEP regulations in that the Board required the Campbells to "shrink" the site and move the structure seaward to preserve the trees and save a landward dune. When the structure is relocated seaward (22 feet) it is moving, although slightly, into a seaward dune. The Board feels the seaward dune is only slightly impacted and the overall conservation attained on the site outweighs the slight encroachment onto the seaward dune. The Board appeals to the DEP to consider these facts in your review of this project and to allow the project to be constructed as approved by the Board. S' cerely, ��--C- Don C. Ford, C12 DCF/pah Building Official cc: Tree Board Members //"1z, c —7 ,�P4,_ S, I tSe,1'lcC^p � cfvtG tP, 'r `. �-T jrte NFS PRE-APPLICATION REVIEW SUBMITTAL LI City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 �) Phone: (904)247-5800- FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us n 1V Pre-Application Number: SF-2001-09 Date Routed: 12-11-01 Project Name: 2055 Beach Avenue (Campbell residence) Submittal No. 1 61 ❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other �to i Departments Routed: ` ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247-5817) y 5� V ® Public Works (Bob Kosoy 247-5878) ® Public Utilities (Donna Kaluzniak 247-5834) ❑ Other Date Review Comments Due: Tuesday, December 18, 2001 Additional Information: Please enter any comments in the appropriate department folder. (F:\Development Review Comments\) If your department has no comment on this submittal, please enter "reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. Awl 1 PRE-APPLICATI N REVIEW SUBMITTAL City of Atlantic Beach• 800 S inole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • F (904)247-5805• http://www/ci.atlantic-beach.fl.us Pre-Application Number: SF- 01-09 Date Routed: 12-11-01 Project Name: 2055 Beach Aven Campbell residence Submittal No. 1 ❑ Commercial ❑ Multi-Family Single-Family ❑ Other Departments Routed: ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247- 17) ® Public Works (Bob Kosoy 247-5878) ® Public Utilities (Donna Kaluzniak 247-5 4) ❑ Other Date Review Comments Due: Tuesday,;December 18, 2001 Additional Information: Please enter any comments in the appropriate department folder. (F:\Development Review Comments\) If your department has no comment on this submittal, please enter "reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. F PROPERTY DESCRIPTION 72 & 1 73 Lot # block # Section # Subdivision: Nc)rth Atlantic- Bpanh Unit 1 Street Name DESCRIPTION DF YORK or Address: 2055 Beach Avenue (If in a FLOOD HAZARD Flood Zone: AO area complete page 3) Brief Description Single Family Residenc Class of Work: (New/ Remodel/Addition:- New ZONING INFORMATION Type of Construction: V Zoning Proposed District: RS 2 Use: Residential Estimated Value $ 2 , 000, 000 Exceptions or Variances Materials: Masonry Walls , Wood Frame, Granted: Roof and Floors Solid or Filled Ground: Slab Roof: --Tile Method of Heating- Electric OWNER INFORMATION Property Owner: Dr. & Mrs. James C. C ampbell Phone ( 904 ) 247-3535 Mailing Address 10 :jf.4VX ti"i4 4? A RAIC%N. 1_'L' Zip:- CONTRACTOR .INFORMATION Contractor: Dana B. Kenyon Company Phone: ( 904 ) 777-0833 Mailing Address: 5772 Timuciijana gn;4rl .Tark.qr)n3Lj 'F1e@ Florida Zip: '3271Q STATE LICENSE NO. CGCO23080 Expiration 8/31/02 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 T14SA-TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GR7ANTG W OES PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CL RULES, REGULATION ORDINANCES, LAWS IN ANY MANNER, INCL G OF P� E i2t4*a CONSTRUCTION 01 �RFOR 0 CONSTRUCTION OF THE PROPERTY. fl(hryMjaS5tftTjaf HE t I WWW ISSUANCE OF THIS PEt,1VUT I NG T UPON HE ABOVE INFORMATION BF-0111toffiF WPDW?&PfM JXp M THAT THE PLAN P DA HAVE OEN OR SHALL BE PROVIDED VOMMI ItC. 79877Q Owner SignatU4 Contractor Si a t u r eDATE, SWORN TO SUBSCRIBED BEFORE ME BY K e-cWn 64 -THIS DAY OF il}9 0,D0-1 ONDA L. HOLL PUBLIC 'WTARY PUBLIC, STATE OF -FLORIDA 11,Ay ccrnmissicn axmre­ Alin 11 wlrv� PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: �?Q S OWNER:_4 H on I'= C `— [vf 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [V-r 2. Determine actual physical properties of building. [✓Jr a. Determine building area each floor. (Area definition Chapter 132) [✓� b. Determine grade elevation for building. (Grade definition Chapter B2) [� C. Determine building height in feet above grade. (Height definition Chapter 132) [� d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [✓J f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [ ]� a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ b. Check allowable height and area increases permitted. (Chapter 135) 4. Check detailed Occupancy requirements. (Chapter 64) [v]� 5. Check detailed Construction requirements [ a. Fire Protection of Structural Members(Chapter B6&Table B600) b. Fire Protection Requirements(Chapter B7 and Table 8700) [ } C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) [✓j 7. Check other requirements as necessary. a. Construction projecting into public property(chapter B32) b. Elevators and conveying systems (Chapter B30) [ C. Sprinklers,standpipes and alarm systems(Chapter 69) d. Use of combustible materials on the interior(Chapter 68) e. Roofs and roof structures(Chapter B15) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other f 0 2-- CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Buildi g Officia don/sb.1 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address ;2 e,1_4'TjJ(/E r/A& Date 2, 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: $ Total Valuation 1st $ S Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ('f) Fireplaces @ $15 . 00 $ G^ d BUILDING PERMIT FEE $ _ WATER IMPACT FEE $ G> SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( . ) $ b HYDRAULIC SHARES $ d CROSS CONNECTION $ 5 � ( ) 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: Atlantic Beach Public Utilities Dept. Plan Review— SF-2001-09 2055 Beach Ave. December 19, 2001 Comments: Sheet No. P2 of 7: 1) Noticed that the water line was not run to the hose bibs—penciled it in. 2) Will there be an irrigation system? If so, a reduced pressure backflow preventer should be installed. December 18, 2001 Pre-Application Number: SF-2001-09 Date Due: 12/18/01 Plan Review for 2055 Beach Avenue (Campbell residence) COMMENTS: No comments from Public Works. Plans forwarded to Public Utilities Department for their review on 12/18/01. Duval County Property Appraiser-Parcel Summary Page 1 of 1 Parcel Summary -Values from the 2001 Certified Tax Roll RE No.: �� 169714 0000 Owner's Name: 1 CAMPBELL , JAMES C JR Property Address: 2055 BEACH AV Unit No. ATLANTIC BEACH 32233 Mailing Address: 110 TENTH ST#48 ATLANTIC BEACH , FL 32233-5766 Property Use: 0000 VACANT RES Legal description: 9-2S-29E N ATLANTIC BEACH UNIT NO 3 PT LOT 72,51/2 LOT 73 Neighborhood: 940904 NORTH ATLANTIC BCH (OCN) Sec-Twn-Range: 09-2S-29E OR BK& Page: 09713-0006 IlMap Panel: 553 4 Sale Date: 7/31/2000 ildings: Sale Price: $1,000,000.00 Land Value: 1$813,960.00 1FHeated Area: Class Value: 1$0.00 1Exterior Wall: lImproveme_nts:^1$0.00 Taxing Authority: USD3 Market Value$813,960.00 County Tax: I$5,743.14 Assessed Value: $813,960.00 School Tax: I$6,741.22 Exem t Value: $0.00 District Tax: 1$2,468.17 Taxable Value: $813,960.00 her Tax: $407.39 Sr. Exempt: $0.00 1$497.33 Sr. Taxable: $0.00 rTotal Tax: $15,857.25 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership &sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps& data to Map-It Feedback (below), not the Property Appraisers Office. • CN TAI file://C:\WINDOWS\Temporary%20Intemet%20Files\OLK 12F0\Duval%20County%20Proper... 2/8/02 Jan 28 02 11: 15a Coastal Consult. (904) 829-0851 p. 3 FDEP/BEACHES&COASTAL S Fax:850-488-5257 Jan 28 2002' 10.18 P.01 08/02/2001 14:25 FAX 90439637Z7 Acambus Architects Q001 Aug 01 01 12:DSp 81ii-sling, Q@paet-oni 90�-2d�.t-SgOS p•1 t J CR7 oxA77whiyC tt6wclr sw s®larotg,saw AA AMC%RAM t:t MDA 92233-SW ;. 7'E1bMiONE.:tt�o.l 2a,-saoo r � vax:t4o+f u7-sans ,,y .,. � strnrt+o�:ass.seua ltlpGl/a.a�L�tie•beacL.fl.w August 01,2001 Chung D.Rutter Acanthus Architects 2738 Rivavood Law Jacksonville,Florida 32247 Re: Zoning and Land Use vpiticatipn for 1393 beach Avatte (RE No. 170301-0004) within the City of Atlaoie Beacit Dcax Mr.Rutter: This tetter serves to confirm dtat the above refetcoeed property is zoned Residential. Single. family(10-2)and is located within a RL(Residential,Low Density)future land use deaignawm as establisl*4 by the Camptahenseive Plan for the City of Atlantic Beach. Subject to all otber applicable permitting raquitetnants,the proposed residential use is consistout with,the establmW 7.oning District and the CoMrcbensive Plan desigttabont. Please,Feel free to 491247-5817 with any further Questions. Sinctxtly, Sonya s.bftm,A1CP Community Development Director DonI4C C�,1/t Ford,CBO' Building Official RECEIVED AUG 1 4 2001 OFFICE OF BEACHES >� COASTAL SYSTEMS irrt' DEPARTMENT OF 13UILPING C1TY'OF ATLANTIC BEACH £' PERMIT INFORMATION ------ _ _-_- LOCATION INFORMATION - rmit Number;,. 16039 Address:., 2055 BEACH AV ENt7E Permit Number: ATLANTIC BEACH . FLORIDA 32233` r lass of WQ k:REMODEL �- LEGAL DESCRIPTION ----------- Constr. Ty e*WOOL FRAME Block: � Lot : Twp: ,Proposed Use;SINGLE FAMILY Section: 0 Subd: Rng; 0 Dv4illings : 0 Subdivision:NORTH ATLANTIC BEACH Est . Value: 0 .00 improv, Cost : 0 .00 Total F'e*s ; 50 . 00 iR► llnt< 50 -00 Date ,995 Work FEXTERIOR PANELING, SHI4GLES AND ROTTEN `WOOD r TION APPLICATION` FEES Adsi 50 00 ERRACE LEb LORILA FQ ' t $ +�, � .,qty .1 art " .i �hf r, A ,R" ORMAT I qV Name'« PR h TT'b I�tNE`F� y I Addr $ TLc. ". Exp:,yf j. b NOTES: x ;p J l NOTICE-INSPECTIONS MUST BE REOUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACED,IfN 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 fvAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ASE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OP APPLICABLE PROVISIONS'OF LAW. ATLANTIC'BEACH BUILDING DEPARTMENT `•x By: 1 77.r .,< PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: --- -�`' = -`��--------------------- ----------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, i BUILDING INSPECTION DIVISION cc:FILE l . ��z CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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 WITFI THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE &x X3"75` JOURNEYMAN NAME � ADDRESS:42?D��ef. � RFD BOX BLDG.SIZE BETWEEN: RES. 1�l APT. ( 1 comm. ( ) PUBLIC ( ) INDUS. ( I NEW ( I OLD K) HEW. 1 1 ADDITION ( I TRAILER 1 ! TEMP. I ) SIGNS ( ) SO. FT. SERVICE: NEW i ) INCREASE ( ) REPAIR 0 FEE CONDUCTOR SIZE 7"9dU AMPS L U COPPER ( 1 ALUM. (XI SWITCH OR BREAKER ,ycC'U AMPS ( PH W VOLT_ SC_�() 'RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE No. SIZE NO. — SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-90 AMPS. 31•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT &M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. i I AIR H.P. RATING H.P.RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT Q-1 OVER MOTORS H.P. VOLTAGE PHS No. 1111.P. VOLTAGE PHS MISCELLANEOUS - .0 U0128 ;DEPARTMENT d Bl11Ld1NQ CITY OF ATLA.NTIGLACH THFa' tA tIN p LOCATION INFORMATION P F F, r' 1" lt.Type SU�L«�I�� Adm R AIR ATLAMTIO BICACH, i`LORIDl4 32233 C x: TYI N1A .- _ L a AL OeSCRIP P rop d RI.,-ROOD` Lo tB L k x TE;�+� owelli 7r 3 G ,d : ifs , Book Fagot O tta�iL�r �trxa 0�r�t'lC,7rv. y �rW. Iy. »w « »-�F.�: {#'��Nf�"F TLN�yry`'CI I11 T N . Tots 00 1t1 a " „ r0 ATLANTIC REACH, FLORIDA 32233 IlI6tY')wC. N h OL NAt IIS£ ` _ ya L.ICATION FEES � *7. ,50 .µa V:AT04" I"PACT Fee .7*50 � r _ Of EatR 7. RApON A -0, R.S. IMO. wtrwl fi RADON GAS *O» 1A ! w k WATgi4 TAP *d ' HYORAUL IC HAR *0"* OE? , doM VS NOTES: NotICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT-ED BEFORE POURING PERMIT VOID SIX MONTHS AFTER,DATE OF ISSUE 8t1iLDING MATERIAL,R CIEARUBBISH AND DEBRIS FROM THIS WORK MUST NO-(BE PLACED IN PUBLIC SPACE,AND MUST BE BD UP Anka HAULED AWAY BY E11 HER CONTRACTOR OR OWNER. "FAILURE TO.C4MLY WITH THE MECHANICS' LIEN LAW CAN RESUL tHE PQiRTYflVVNR:1'AYNG TWtcE 'Ft3R BUILDI1wG IMPROV MENrS. N i 03 NC 70 APPROVED PLANS.WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVD I LATi01+t GFAt'PLICABLE PROVISIONS OF L, CATION FOR V ` ATI,A I IO c tD NGD6II'ARTMENT . 11 0 T I C E T O C U H T n A C T U N 5 U U li E D U L L U 14 1 It 19 19 E C 't' I U t1 5 lie(IUerlLEI for ilispeotions will be nooepted from stoo All until rUU I'll. All innpevtions will be made tile following day betweell. 8100 All and 4 f UO I'll. SCHEDULE OF INSPE:CTIO1151 1. rooting • 2. Hough Plumbing 3. Slob ' 4. l7rtimiisg, Hough Lleotrionl, t1echullitlnlr Top %Uut Plumbing, ri, r-lr�.rrc�r. .Inr'(111 .:l.or► �Ir J. [Final Illspection G. C;erLificaLe of Occupancy Other inopecUons may be required in certain situations. Building Cord RUST be posted or no inspection will be made. ('our no concrete? or cover-up any Work until building card in SIGNED by Lire inspector. You will, be required to uncover any work that hon not been inspected. In crrUr? ul failed inr�pection, lO. OU re-intgpeation fee must be paid prior to calling for re-inspeoLions- DUILUINU UEPARTTTENT CI'T'Y UE ATLANTIC ' SEACH 249-2355 ' , I 1 1 I' 11Wl k I Y (Hair:121 PT 1 fill / ',.' -� 710 OCEAN UUUI.C1'AIID Lot. N _©lock M Section if11.U.flux 25 -----�__ ATLANI IC IMACII,FLORIDA 32293 TLLENIONE(0041249-2396 !3 11 hd I V i n ion I --------------------------------- `;t.rrrnt llnme DESCRIPTION OF WORK or Addronst ----------------------------------- If in a FLOOD IIAZARD Mood Zones __nres completd page 3. Brief Desoriptionl___ � _ � Class of Works I (New/Remodel/Addition)______________ 70111110 IIIFURIIATIUII I Type of Constructions_______________________ Zorii ny Proposed Dintriott_________UseI ____ Estimated Value 9___� �? ____ ----------------- -`--- rxc"ptiona or Haterialot___--_ Vnrinncen Ornnted9 ------------------------- Solid or Filled Urounds U14IIEll 111FUMIAT101l , Hathod of llrntitsp9____g_p_______ .................. ProperLy Own-*rs____S..z --- / 1� -------- - Phones_ 70 6-1 tinilinll � ��"''-' Addrecr_- _� _ --- - 111r1 ___dt r2&------------- Zips---------------- CON TIIACTUR 111FORHATIUN Conti / ifL2LCs ,11� �.,�L;11�� _-.._.._..___.. Phones_ !__ �G�" Hailing � ' Address s -/-u_�� -- _L`� ,L�---- ---- --------- Zips ---------- -- Expiration Licenne (lumbers ----�^S..c=���_�/��"-----------_•.- Dates___--/•f��__- In connideration of permit given for doing the work an denc:ribed the above statement, we hereby agree to perform nnid work in nccordance with the attached plans and specifications which nre n part hereof, and in accordance with all rules and regulations ��•tir� of the City of Atlantic Beach. �r ,.; 'ti Owner Signature --------------------------------Date------------ Contractor Signature---- Date ------------- -------- ------------ v N I. FLOODPLAIN UL"VELOPRENT INFOR1 ATION 'Type o,f UeyelopJnenL- t' ,A1LeraLiuns,,,to, ExluLing Building Flood Zune t t8l:►a.1/I•r:':;r;a',► :» .::: .ti.... 1, , . Required r looa: Bleyat.ioii "�.. . `.. Actual (as built)Lodes t I'logr Rl.evatign. . � .JI I►� I:.ktrr►, 1ici, �,t. :�t1:iJ.►:{ 'r•,,.,.':�'' If locatedwithin a .flood hazard zone.e`(zone 'A)'.a survey must• be made after the slab has been pour edt' certifying' that, the ' 'lowest Cloor elev�ILiviiT`-3s equal to o>: abo.ve 'the base.. 'flood elevation esE-avilslieil lora that zone. „t..':,1�1!+';�' rtr:►• t.:i'113:.i:'lii) I' ' Va Final Inspection will be made and No Certi,ficate'•o£ Occupancy will be �ssued until, the survey , I s l oft''ftleJwl,tli".ttte J3ukldi,�ig Department. • ' L+1•R!J•:J'a►.' 1+'�.f:•�.1'•I`r:l►.t.�:�JI• • WIVIERYS • IJ..i,, .i,,'.t •ti'�rf•:''•r 'IJ'.t,� ,Y,t,�'.r• . .. r r �. -.i%'.I:i... �:..L..1•�:1:.a..1.�5/JdSrr•.SIJ:.��:5•. ApplicatlL acknowledgement , 1I uttder:stand that, 0114.-'issuattce *of this permit is com:ingettL• upon the 'above"information'being.;-correct and that Lite plats attd supporting data have '.'beeti or' shall be 'provided as required , l agree to comply with 'all applicable 'provisions of UJ.dittattce Ho , 25-7-11. mud all other laws or ordinances effecting Lite proposed developenntt- , ' , • . • ,;'rl, tt•.►,�:a 'I�tlt.Et�'.e , t t ► Date ApplicantIq Signature 111 't► A:':ti:l 1�' !11►'r,>r�J,; , f'►11:.1 ILL �I' ' •, r) ,•1,1'11;:) (1.1.1t1t I�:1•r�'t'►!:a•• ' ..I r+rt I'I,:l 'I;1't:►rl i��I1;(i •1�r :':I,�i f� r•1 r I i •, Department Use � ��..r,:�.�:;;lit.�.rl+•►.►;t, '�tir`t,[' riitJ ;�IrJ' t .,. r Survey f fed with Lite Building Department oti Certified Lowes L Floor ,Cleya,Uon Required Lowest Floor Elevation' • . .... . ..1 •.IrL.1�•......rir j.. Building DeparLmenL Representatiye DEPARTMENT OF PROFESSIONAL REGULA110 ' CONSTRUCTlONi' lNDUSTRTV i LICENSIN14'>BOA R9 �. . REGISTERED ROQy F 6 iCONTRAGIOR THRIFT♦ ` ALAN al t ' RESIDENTIAL' 000F of r ` '. tINDiV. MUSTrN E *LOCALLICENS�N ' REQ. -�PR IO( TO``tONTR.t IN s ANY,s AREA + HAS PAID THE FEE REQUIRED BY CHAPTER' $$9 ; rFORr THE YEAR EXPIRING , JUN F�r: Or w � 91 r ' lAS GONZ EZ t GOVERNOR SIMM"ARY�f.p R.yr d .:, i s i 4 r. 1 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. BILL TiiOMPSON ELECTRIC CO.,INC: P. 0. BOX 30150 ATLANTIC BEACH FL 32233.0150 ELECTRICAL FIRM: MAfTjR ELfftRICIAj(jtdNATURl NAME �QM . ©Vftf' ; ADDRESS:- © �lgeaoe, . F0.-BOX BLDG.81ZE BETWEEN: RES. APT.( 1 COMM.( j PUBLIC( ) INDUS.( ) NEW( ! OLDfi<l REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP.( ) SIGNS ( ) SQ.FT. ERVICE: NEW( ! INCREASE( ) REPAIR FEE CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE e- 670 AMPS PH Z�VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL O•30 AMPS. 3I.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED o•too AMM. I ovta 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 MISCELLA OUS T2AlUC0nR11AV12C. IlNnen Anne CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 ; 5 904;247-580 SU SUNCOM 852-5800 October 5, 2000 Richard A. Miller and Associates 6701 Beach Boulevard Suite 200 Jacksonville, FL 32216 Attention: Richard Miller Dear SOr: At the October 2nd Tree Board Meeting, the board turned down your application to remove 38 trees at 2055 Beach Avenue based on the following items: 1) The trees on each side of the driveway are considered a "unique and irreplaceable" grouping. 2) Removing the trees adjacent to Beach Avenue would destroy a large part of the canopy. 3) Removing the secondary dunes next to Beach Avenue and replacing them with impervious surfaces would create flooding on Beach Avenue and adjacent properties and damage other trees. I would like to meet with you and/or the Campbells to discuss alternatives to the site plan you submitted keeping in mind the board's desire to preserve the tree canopy. Sincerely, L-0— (- Don C. Ford, C.B.O. . - Building Official DCF/pah cc: - City Manager Tree Boar CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FI 32233 -Tel. (904)247-5826 ROOFING PERMIT — PERMIT INFORMATION - _ -----LOCATION INFORMATION =__1 Permit Number: 22962 Address: 2025 BEACH AVENUE Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:0 Square Feet: Subdivision: _Parcel Nu Improv. Cost: 6,975.00 = OWNER INFORMATION Date Issued: 11/01/2001 Name: HELEN-CHANDLER Total Fees: 50.00 Address: 2025 BEACH AVENUE Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 11/02/2001 Phone: (904)247-4419 Work Desc: REROOF _ — -- ---- — APPLICATION FEES - ---� CONTRACTORS) 50.0 CHATHAM ROOFING COMPANY (fT I* --�r •4�+ F '*i'J�s"s �W,as r §`•s4'"iw'r 9a- M'. f F,.v. v„ T �uu�,� �-�a4- r'S .p,4'� �a "u''? •wt c, .r° , '� x ' �r. ix' � --S. ?i. li li, -� S gyp,e+ 'b`—'i�"�"'�"1 •kf.'. #i yio-i z9 Xr- ro —.`.3 1 e '""Sk. .+7- `�"'i~� •,FmSvhe'-'.`` �aTr'L"'s au NOTICE- LE.ASC� > `T PECTION BUILDING MATERIAL BBIS# _ 13IlS RKY 1# BLIC SPACE, AND MUST BE CLEARED U # W/CY BY EITFtER C9, 1TRi4CTC512 tOR' R "FAILURE TO COMPL T ' T{ON Llk , . T IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVE IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVI 4 _ I CITY OF ATLA TIC B --- — — f51.11IIII 14 Date: 11/15/11 11 Receipt: 1888451 1/111//3i'�1888 C ITY C F ATLANTIC BEACH RC��FINC PER1V IT APPLICATION .__. ....._. _... ... __ .. _.....-._--.. +! ,1QQ .QCATiON: (bit ��•� o�►�r� _ OWE ER OF PROPERTY:.•__ ,•.,'lC--� �-_C,H/�1vJ �I�2. TEL-EPHQ;q E:. CON "FACTOR: �'!� - G. CON-RACTOI,S ADQRESS: -_ S� 3 J-0- X- 7r� ZIP- 3 .22 77 _ STA+ F_ LICENSE NUMEIER: C V.C, _TELEPHONE:_ 4/3 -- S-0 S- . OESCRISE WORK TO SE PERFORMED: KeMWe ; w,_ ,_ i� AAA1 I atbloer_ fooft VALL ATION OF PROPOSED CONSTRUCTION A60Y 75 - G o MATE.: p ;to sr L5f^C1t t4vors w /O-IS- Architectural Services and Engineering, Inc. 24710 State Road 54 Lutz,Florida 33559 1-(813)-948-Z812 FAX: 1-(813)-949-2016 E-mail.offke@asandecom Florida engineering license 7882,exp.2/28/2003 Designers and engineers since 1963 0 q Aft `fir VO AJ TRUSS REPAIR CaVERSHEET Job number Date received Repair done by Date repair done Hold (date) ❑ No. of repairs 3 raised/ 1 flat seal ❑ Date faxed 1 1 �- J21 ITruss Truss Type Q CAMPELL RESIDENCE .r"'-Zg F08A FLOOR "i 2 140-1 tlonaf Builders First5curre,Jacksonville,FL.,MiTek industries,Inc. 4.201 SR1 s Nav 16 2000 Mr7ek Industries,Inc. Fri Dee 27 09:3830 2002 Page t 2-0-0 O�B� Ap.?- Vz- -PUN LL S 310 n 3a= ,r= \4 1 � ci,� 3110, �r btd 1 Am, e n:z! - -X wf id 16 14 1.112 Vi- 11 . 10 } 4A a 1d It 3L1: • yl= 3M 11 4-10-0 6-10-0 12-8-0 12.8-0 Plate Offsets X 4:0-1-8 Ede 12:0-1-8 Ed e LOADING(pst) SPACING 1-4-0 Cal DEFL in (loc) Weft PLATES GRIP TOLL 40.0 Plates Increase 1,00 TO 0.20 Vert(LL) -0,0511-12 >999 MI120 249/190 TCOL 10,0 Lumber increase 1.00 8C 0.35 Vert(TL) -0.0711-12 >999 BCLL 0,0 Rep Stress lncr YES WS 0.23 Horz(TL) 0,01 9 Na SCOL 5.0 Code FBC2001 (Matrix) 1 at LC LL Min Udetl=360 Weight:68 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.20 TOP CHORD Sheathed orb-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 9=4451Mechanical,1=445/0.3.8 FORCES Qb)-First Load Can Only TOP CHORD 1-16-2,8-9=441,1-2=-412,2-3=-409,3-43.972,4-53-1086,5.6=-1088,6-7=962,7.8=-422 BOT CHORD 15-16=0,14-15=751,13-14=1086,12-13=1088,11-12=1086,10-11=795,9-10=0 WEBS 4-13=63,5-12=-4,1-15=643,3-15=-489,3.14=293,4-14=-272,8-10=552,7.10=-518.7-11=232,6-11=-186,6-12=-24 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Refer to girders)for truss to truss connections. 3)Recommand 2xe strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. 5trongbacks to be attached to wells at their outer ends or restrained by outer means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5)CAUTION.Do not erect truss backwards. 1 LOAD CASE(S) Standard ! tl V V v £00 gyC �2IIlOSSS2TI3 S2I�tTII(16 EGET ZZ4 %v3 6C:4T 11W ZO/LZ/ZT Job Truss Truss Type Qty Ply CAMPELL RESIDENCE J21140-1 F02 FLOOR 14 1 Builders FrstSource,Jacksonville,FL a liana/ 4.201 SR1 s Nov 16 2D00 MiTek Industries,Inc. Wed Jan i5 11;17:11 2003 Page 1 1.4-7�r—2-0.0_�r 00-k-ae -1:21 AS 6omwJ +AJA TN51t)c To $o�pM G�115 vE 0 u7r=Z I+DS AN ` 'Velzr era D/V E SIVE 1AZ. 11�= m 3.11 L6 If m II 3.e If if m 11 It 3 4 It 1 s s e r v m d 1s f0 1S 11 13 13 11 201 it 7,0111 `- 3�LII f }y>M II �s 11 ins II W111 U Zi0 II It lueW r7 v �L-i�l� 02 1, I(( o' - SI SC4 NA, 1-8-15 3-8-iS 20-04 20-0-4 Plate Offsets 10:0-1-8 Ede 19:0-1-e Ed e LOADING(psf) SPACING 1.4-0 CSI DEFL in (loc) Ildeft PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.27 17-18 >870 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0,70 Vert(TL) -0,3717-13 >632 BCLL 0.0 Rep Stress Incr NO WS 0.69 Horz(TL) -0.02 10 Na SCOL 5.0 Code FSC2001 (Mawx) 1st LC LL Min 1/defl=360 Weight: 154 Ib LUMBER BRACING TOP CHORD 4 X 2 SYR No.1 D TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/slze) 20■711AI-3-8,10s716/0-3-8 FORCES (ib)-First Load Case Only TOP CHORD 20-21=-866, 1-21-46S,10-1125, 1-2=-1450,2.3=1460,3-4e-1450,4-5-2692,5.6=-3091,6-7=-3164,7-8=-2789,8-9=-2005,9-10=776 BOTCHORD 19-20=50,15-19=1450, 17-18-2187,18-1742978,15-16=3226,1415=3072,13-14=2489,12.13=1501,11-12=0 WEBS 2-19-413,3-18=693,10.12-1007,9-12=-958,9-Q=667.3-113-6411,8-114=395,7-14=475,7-15=121,6-15=82,6-15=-178,5-16=150,5.17=370, 4-17■688,4-18=-1288,1-19=1729 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 26 strongbaeks,on edge,spaced at 10-0-0 oe and fastened to each buss with 3-16d nails. Strongbacks to be allached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard too[A XVr 33IIfIOS,LSHI14 SUHTIIIIti - UST ZLL XVA ZO t£T Qa61 £0/5T/TO obruss russ Type Qty y AM R D N A406350 J211408F F01 FLOOR 7 1 (optional) Builders FirstSource, Jacksonville, L., RWH 4.201 SR1 s ct 17 2001 MiTek Industries, Inc. TueDec 10 19:56:17 2002 Page 1 1�3p 01,-961r 2�0 p81Q Scale = 1:34.4 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x3 = 3x3 z-- 4x6 4x6 11 3x3 = 3x3 = 3x3 = 2x4 11 2x4 i1 3x3 = 3x3 = 3x3 =4x6 II A B C D E F G H I J K L v V U T S R Q P 0 N M 2x4 11 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 2x4 II 0 a-0 8-10-6 10-1043 19-4-0 1q-8-0 19-8-0 late sets -8 dge -8 dge 0- ge ge , [M;0-0-0,0-1 1- LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.20 Q-R >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.27 Q-R >825 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.04 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) A=69210-3-8, L=692/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-V=3, L-M=3, A-B=-689, B-C=-686, C-D=-1725, D-E=-2382, E-F=-2676, F-G=-2676, G-H=-2676, H-1=-2382, I-J=-1725, J-K=-686, K-L=-689 BOT CHORD U-V=0, T-U=1290, S-T=2143, R-S=2605, Q-R=2676, P-Q=2606, O-P=2143, N-0=1290, M-N=0 WEBS F-R=-88, G-Q=-93, A-U=911, C-U=-840, C-T=605, D-T=-581, D-S=333, E-S=-310, E-R=123, L-N=910, J-N=-840, J-0=605, 1-0=-581, I-P=332, H-P=-312, H-Q=128 NOTES 1)This truss has been checked for unbalanced loading conditions. til{rtN�ttsttr,+d;£yl 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ��t�t1t nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. +CE A 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard y S Al Of �r� December 1 1,2002 o Truss russ ype ty y IDENCE A404095 J211408F F02 FLOOR 14 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.201 SR1 s ct 17-2001 MiTek Industries, Inc. Fri Dec 06 14:50:53-2-0-0-2 Page 1 1I_ 4-7� 2r 0-0 ��8-q1=3-0 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. Scale = 1:35.5 5x6 II 3x6 II 2x4 = 2x6 11 2x6 Il 3x6 II 3x6 II 3x6 II 3x6 II 3x6 II 4x6 II A B C D E F G H I J o � U [� 0 FS ::R Q P 0 N M L K 6x6 = 5x6 II 3x6 II 3x6 II 3x6 II 3x6 II 3x6 41 3x6 II 4x6 fI 2x6 VI 1-8-15 3-8-15 19-8-4 2q-q-4 20-0-4 late sets :0- dge J•0-1- ge ge 1 -81 - LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.27 Q-R >870 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.37 Q-R >632 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.02 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 154 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) T=71110-3-8, J=715/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD T-U=-866, A-U=-865, J-K=5, A-B=-1450, B-C=-1450, C-D=-1450, D-E=-2692, E-F=-3091, F-G=-3164, G-H=-2789, H-1=-2005, I-J=-776 BOT CHORD S-T=50, R-S=1450, Q-R=2187, P-Q=2978, O-P=3226, N-0=3072, M-N=2489, L-M=1501, K-L=0 WEBS B-S=-613, C-R=693,J-L=1007, I-L=-958, I-M=667, H-M=-641, H-N=396, G-N=-375, G-0=1211 F-0=-82, F-P=-178, E-P=150, E-Q=-378, D-Q=668, D-R=-1288, A-S=1729 NOTES 1) This truss has been checked for unbalanced loading conditions. ;;1�tiriatyt;, 2) Recommend to be attached to walls at heir outer ends oroc drestrained by otherfastened to eachtwith 3 16d means. z,��` CY. A`rrxrtrgJ�f*`!! 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. �t�' . d LOAD CASE(S) Standard _ December 9,2002 Job russ I russ I ype ty y AM L I A406351 J211408F F03 FLOOR 4 1 (optional) uilders FirstSource, Jacksonville,-FL., RWH 4.201 R1-sOct 17 2001 MiTek Industries, Inc. Tue Dec 10 19:56:18 2002 Page 1 1-3-0 1-3-3 L 2-0-0 1-3-5 THIS TRUSS IS NOT DESIGNED TO Scale = 1:14.1 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 II 3x3 = 3x3 = 3x3 = 3x6 II A B C D 3x6 = E F 0 0 ov L K J I H G 2x4 II 3x3 = 2x4 II 3x3 II 3x3 = 2x4 II ,0-4-01 3-1-3 5-1-3 8-0-0 8-4-0, 8-4-0 ate sets 0- LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.01 1 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 46 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) A=277/0-3-8, F=277/0-3-8 FORCES (lb) -First Load Case Only TOP CHORD A-L=4, F-G=3, A-B=-224, B-C=-221, C-D=-425, D-E=-219, E-F=-222 BOT CHORD K-L=0, J-K=425, I-J=425, H-1=425, G-H=0 WEBS C-J=16, D-1=6, A-K=293, C-K=-275, F-H=291, D-H=-271 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ytti.�,+,ttt�tirr rnlrrrrrrfrrl LOAD CASE(S) Standard 4`N Ir December 1 1,2002 Job Truss russ ype ty Ply RESIDENCE A406352 J211408F F04 FLOOR 3 1 (o tionaly uilders First Source, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 Mi ek Industries, nc. Tue ec 10 19:56:18 2002 Page 1 1-1-15 2-0-0 2x4 II 2x6 II 3x6 II Scale = 1:8.8 A 3x3 = B C D NA 0 71 777 0 v H G F 3x3 — E2x4 II 3x3 = THIS TRUSS IS NOT DESIGNED TO CONNECTION BY OTHERS SUPPORT LOADS FROM CONVENTIONAL 2x4 FRAMING. 0-4-0 1-8-15 3-8-15 5-1-14 5-5-14 5-5-14 late sets LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.00 F >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.00 F >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 281b LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-5-14 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) H=172/Mechanical, D=172/0-3-8 FORCES IN - First Load Case Only TOP CHORD A-H=-171, D-E=5, A-B=-156, B-C=-158, C-D=-156 BOT CHORD G-H=0, F-G=156, E-F=0 WEBS B-G=-129, C-F=-131, A-G=214, D-F=209 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �1ti CF, A r11�i LOAD CASE(S) Standard ``� ' "� 'r�i FI) 4` December 11,2002 o russ "us ype ty y AM L R i 211408 F04A FLOOR 1 1 A404098 Builders FirstSource,Jacksonville, FL., RWH 4.201 R1 s ct 1 2001 Mi ek industries,(optl �Inc. Fri Dec 06 14:50:56 2002 Page 1 1-4-7 2-0-0 1-1-15 THIS TRUSS IS NOT DESIGNED TO 3x3 = SUPPORT LOADS FROM CONVENTIONAL Scale = 1:9.7 2x4 = 2x4 II FRAMING. 2x6 II 3x6 II A B C D I 0 o � G F 3x3 = E 3x3 = 2x4 II 1-8-15 3-8-15 5-1-14 5-5-14 5-5-14 Plate Offsets 1 ge , 8, ge , 0,0 -8 , -1 '0- LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.00 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.00 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 31 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-5-14 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) H=178/0-3-8, D=182/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD H-1=-173, A-1=-172, D-E=1, A-B=-177, B-C=-179, C-D=-177 BOT CHORD G-H=9, F-G=177, E-F=0 WEBS B-G=-126, C-F=-141, A-G=216, D-F=237 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. �� ,ttr � LOAD CASE(S) Standard j �. ! T * J * Sc„3_, r Bs E ”" �FL3 .�• w .i;G�fi4S December 9,2002 Jo russ russ I ype ty ly APELL RESIDENCE A406353 J211408F F05 FLOOR 6 1 to tional) Builders First ource, Jacksonville, FL., RWH 4.2 SR1 s ct 17 2001-MiTek Industries, Inc. Tue Dec 10 19:56:19 2002 Page 1 1� 1;15 2-0-0 9-8-1-3-0 Scale = 1:35.0 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 11 5x6 11 2x6 11 2x6 11 3x6 11 3x6 11 3x6 11 3x6 11 3x6 1I 4x6 11 A B C D E F G H I J }� o r v 0 T S R Q P 0 N M L K 2x6 11 5x6 11 3x6 11 3x6 11 3x6 11 3x6 11 3x6 11 3x6 11 4x6 11 2x6 11 CONNECTION BY OTHERS Or4Z0 1-8-15 , 3-8-15 19-8-4 2Q-q-4 , x 20-0-4 ate sets ge ge 1-8 ge LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.27 Q-R >845 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.38 Q-R >614 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.02 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 sl LC LL Min I/defl = 360 Weight: 152 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) T=705/Mechanical, J=705/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-T=-904, J-K=4, A-B=-1308, B-C=-1308, C-D=-1308, D-E=-2566, E-F=-2988, F-G=-3083, G-H=-2731, H-1=-1970, I-J=-765 BOT CHORD S-T=-0, R-S=1308, Q-R=2050, P-Q=2863, O-P=3134, N-0=3003, M-N=2443, L-M=1477, K-L=0 WEBS B-S=-650, C-R=694, A-S=1711, J-L=991, I-L=-943, I-M=652, H-M=-626, H-N=381, G-N=-360, G-0=106, F-0=-67, F-P=-194, E-P=165, E-Q=-393, D-Q=683, D-R=-1297 NOTES 1) This truss has been checked for unbalanced loading conditions. +k++t°i�11f�Ijt +txrtr 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ;,t+* tri, nails. Stron backs to be attached to walls at their outer ends or restrained by other means. ' CE A. 'Fir 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ."" � rt � `�'!�� LOAD CASE(S) Standard December 11,2002 Job Truss russ Type ty y AM R ID N A404100 J211408F F06 FLOOR 10 1 Io tional) Builders first ource, Jacksonville, FL., RWH 4.201 SR1 s Oct 17 2001 Mi Tek In ustnes, Inc. Fri Dec 06 14:50:58 2002 Page 1 1-4-7 J 2-0-0 1-1-15 THIS TRUSS IS NOT DESIGNED TO 3x3 — SUPPORT LOADS FROM CONVENTIONAL Scale = 1:9.7 FRAMING. 2x4 = 2x4 II 2x6 II 3x6 11 A B C D l 0 0 G F 3x3 = E 3x3 = 2x4 II 1-8-15 3-8-15 5-1-14 5-5-14 5-5-14 late sets LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) -0.00 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.00 G >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 31 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-5-14 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS 0b/size) H=178/0-3-8, D=182/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD H-I=-173, A-1=-172, D-E=1, A-B=-177, B-C=-179, C-D=-177 BOT CHORD G-H=9, F-G=177, E-F=0 WEBS B-G=-126, C-F=-141, A-G=216, D-F=237 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. }ti}�gxllilr�d�r 4) CAUTION, Do not erect truss backwards. 'Y#t � ttr�eir�Jr�`rrr LOAD CASES) Standard r "C ST December 9,2002 o russ russ Type ty I CA L RESIDENCE A406354 J211408F F07 FLOOR 6 1 totional) Builders irstSource,Jacksonville, FL., RWH 4.201 SR1 s ct 17 2001 MiTek ndustries, Inc. Tue Dec 10 19:56:20 2002 Page 1 1-3-11 2-0-0 1-4-11 Scale = 1:9.6 2x4 11 3x3 = A 3x3 = B C3x3 11 D 2x4 = I 0 v H G F 3x6 = CONNECTION BY OTHERS 3x3 —_ THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL NA FRAMING. 2x4 11 x 0-4-0 1-10-11 3-10-11 5-9-6 5-9-6 Pl sets ): 6:0- 8, ge , 0- -1- 1- , 1-8 ate LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.00 F >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.01 F >999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 31 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 5-9-6 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) H=193/Mechanical, E=189/0-3-8 FORCES (lb) -First Load Case Only TOP CHORD A-H=-192, E-1=-182, D-1=-181, A-B=-194, B-C=-194, C-D=-194 BOT CHORD G-H=0, F-G=194, E-F=9 WEBS B-G=-143, C-F=-134, A-G=253, D-F=232 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. ,ttt�lttluati 'N+tE A.rttttttlr`�l�r LOAD CASE(S) Standard IFS 'b1.01 ED December 11,2002 Jo russ russ ype ty y LL RESIDENCE A404102 J211408F F07A FLOOR 4 1 !optional! Builders First Source,Jacksonville, F ., RWH 4.201 R1 s ct 17 2001 MiTek Industries, Inc. Fri ec 06 14:50:59 2002 Page 1 1-4-11 - -- - 2-0-0 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL Scale = 1:9.7 3x3 - 2x4 FRAMING. = 2x4 = 3x3 = A B3x3 II C3x3 II D I J 0 G F 3x6 = 3x6 = x I 1-10-11 3-10-11 5-9-6 5-9-6 ate sets 1 1 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/clef! PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) -0.00 G >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.01 F-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 34 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 5-9-6 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) H=199/0-3-8, E=19910-3-8 FORCES (Ib) - First Load Case Only TOP CHORD H-1=-194, A-1=-194, E-J=-194, D-J=-194, A-B=-215, B-C=-215, C-D=-215 BOT CHORD G-H=10, F-G=215, E-F=10 WEBS B-G=-143, C-F= 143, A-G=258, D-F=258 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. �t.�`;bsn',ttittilr�irrttulrrj�rr LOAD CASE(S) Standard 4�*`` � rfr:� December 9,2002 Jo russ russ Type ty y A I N A404103 J21140BF FOB FLOOR 29 1 (optional) Builders FirstSource, Jacksonville, L., RWH 4.201 R1 s ct 17 2001 MiTek In ustries, Inc. Fri Dec 06 14:51:00 2002 Page 1 1-3-0 � 0715{ 2-0-0 0-10-7 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL Scale = 1:20.7 FRAMING. 3x3 = 3x6 II 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 2x4 = A B C D E F G P 0 o � 0 N M L K J I 2x4 11 3x3 = 3x3 = 2x4 II 2x4 II 3x3 = 3x3 = 35 = 4- 4-11-15 6-11-15 11-11-14 11-11-14 ate sets 8, ge , - -8, ge , : -0- -1- -0,0-1 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 K >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.05 K >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 64 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) H=41610-3-8, A=421/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-0=2, H-P=-413, G-P=-413, A-B=-386, B-C=-384, C-D=-881, D-E=-979, E-F=-884, F-G=-394 BOT CHORD N-0=0, M-N=713, L-M=979, K-L=979, J-K=979, 1-J=735, H-1=21 WEBS D-L=25, E-K=-5, A-N=509, C-N=-459, C-M=234, D-M=-189, G-1=507, F-I=-474, F-J=207, E-J=-155 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. wti.�i+��ti4l�llar{t11{rtlfrjl�jfr 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • rfiyrrr 4) CAUTION, Do not erect truss backwards. + * S LOAD CASE(S) Standard . 5 ATE OF December 9,2002 o russ russ ype ty Ply SIDENCE A404104 J211408F F09 FLOOR 17 1 uil ers Source, Jacksonville, FL., R H 4.201 SR1 s ct 17 2001 Mi ek Industries, Inc. Fri Dec -0-6--1-4'.-6-1-'.0-T-2(02 Page 1 1 0� 1-3-14 2�0-0 1-3-14� THIS TRUSS IS NOT DESIGNED TO Scale = 1:35.7 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x4 = 3x3 = 3x3 = 3x4 = 2x4 = 3x3 = 3x6 FP= 3x3 II 3x3 II 3x3 = 3x3 = 3x3 = 2x4 = A B C D E F G H I J K W X U T S R Q P 0 N M 3x3 = 3x5 = 3x3 = 3x3 = 3x6 = 3x6 = 3x3 = 3x3 =3x6 FP= 3x3 = 3x5 = 9-3-14 11-3-14 20-7-12 20-7-12 ate sets ( 1- ge 0 0 -1- ,0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.27 Q-R >903 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.37 Q-R >657 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 108 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) V=744/0-3-8, L=744/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD V-W=-740, A-W=-739, L-X=-740, K-X=-739, A-6=-7661 B-C=-1928, C-D=-2687, D-E=-2687, E-F=-3126, F-G=-3126, G-H=-3126, H-1=-2687, I-J=-1928, J-K=-766 BOT CHORD U-V=38, T-U=1445, S-T=2393, R-S=2962, Q-R=3126, P-Q=2962, O-P=2393, N-0=1445, M-N=1445, L-M=38 WEBS F-R=-121, G-Q=-121, A-U=989, B-U=-944, B-T=672, C-T=-648, C-S=408, E-S=-383, E-R=213, K-M=989, J-M=-944, J-0=672, 1-0=-648, I-P=408, H-P=-383, H-Q=213 NOTES 1)This truss has been checked for unbalanced loading conditions. CK{tttllttitatlrr 21 Recommend tongbacks, on be attached towallsat their aced at outer ends ordrestra restrained by otherned to each truss means with 3-1 6d irt�laj,,FAi LOAD CASE(S) Standard` f 't. S ATE OF ZOR '�f ft •a,�€iSsf stet. December 9,2002 Job russ Truss ype ty y A R I NC A406355 J211408F F10 FLOOR 4 1 (optional) Builders FirstSource, Jacksonville, FL., RWH 4.1-0-17--S—R-1--s-0-c-t-1-7 2001 MiTek Industries, Inc. Tue Dec 10 19:56:21 2002 Page 1 1-3-0 11 3-8 2-0-0 1-4-8 Scale = 1:18.5 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 II 3x3 = 3x3 = 2x4 II 3x3 II 3x3 = 3x6 = A B C D E F G o � M L K J3x6 = I 2x4 II 3x3 = 3x3 = 3x3 = II 4- 4-4-8 6-4-8 10-9-0 10-9-0 Plate Offsets ( ): :0- ge , -0, 1-81(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.05 J >999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min itdefl = 360 Weight: 58 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 4 X 2 SYP No.3 REACTIONS (1b/size) H=563/0-3-8, A=563/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M=5, G-H=-559, A-B=-500, B-C=-496, C-D=-1158, D-E=-1158, E-F=-1158, F-G=-512 BOT CHORD L-M=O, K-L=924, J-K=1158, l-J=951, H-(=0 WEBS D-K=-179, E-J=-149, A-L=659, C-L=-694, C-K=313, G-1=682, F-1=-609, F-J=266 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1�tttjtllltltl+t.'rtjrr 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. yyvU fr4r 4) CAUTION, Do not erect truss backwards. `SIN LOAD CASE(S) Standard ' S ATE OF December 11,2002 r ob russ russ ype ty lySl CE A406356 J211408F2 F01 FLOOR 9 1 (o tional) uilders first ource, acksonville, L., 4. 1 1 s ct 1 1 i ek ndustries, Inc. ue Dec 1 0:1 :59 0 age 1 Scale = 1:34.4 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x3 = 3x3 = 4x6 II 3x3 = 3x3 = 3x3 = 2x4 11 2x4 II 3x3 = 3x3 = 3x3 =4x6 II A B C D E F G H I J K L o V U T S R Q P 0 N M 2x4 II 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 - 2x4 11 0T4 0 8-10-6 10-10-6 19-4-0 19-0 19-8-0 late f sets dqe dqeylydqe dqe -1- 15 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.20 Q-R >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TQ -0.27 Q=R >825 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) -0.04 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 102 Ib LUMBER BRACING TOP CHORD 4 X2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) A=692/0-3-8, L=692/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-V=3, L-M=3, A-B=-689, B-C=-686, C-D=-1725, D-E=-2382, E-F=-2676, F-G= 2676, G-H=-2676, H-1=-2382, I-J=-1725, J-K=-686, K-L=-689 BOT CHORD U-V=0, T-U=1290, S-T=2143, R-S=2605, Q-R=2676, P-Q=2606, O-P=2143, N-0=1290, M-N=0 WEBS F-R=-88, G-Q=-93, A-U=911, C-U=-840, C-T=605, D-T=-581, D-S=333, E-S=-310, E-R=123, L-N=910, J-N=-840, J-0=605, 1-0=-581, I-P=332, H-P=-312, H-Q=128 NOTES 1)This truss has been checked for unbalanced loading conditions. ;;,��tjl�ll��� 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d �lt�.t ` rsf4l. fz nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �tio 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �` R LOAD CASE(S) Standard - s aTr�.c7>✓ ��� o Flu 1� December 11,2002 ob russ russ ype ty ty A404106 J211408F2 F02 FLOOR 14 1 (o tional uilders first ource, acksonville, L., 4.20 1 s ct 1 1 i ek ndustries, nc. Fri' Dec 0 14: 1:15 Page 1 1-4-7 2 0-08g �5 1-3-0 1 i --fir i THIS TRUSS IS NOT DESIGNED TO Scale = 1:35.5 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 5x6 II 3x6 11 2x4 = 2x6 1i 2x6 II 3x6 II 3x6 II 3x6 Il 3x6 II 3x6 II 4x6 II A B C D E F G H I J U y� C o 1 � 0 FS R Q P 0 N M L K 6x6 = 5x6 II 3x6 II 3x6 II 3x6 II 3x6 II 3x6 11 3x6 II 4x6 II 2x6 II 1-8-15 3-8-15 19-8-4 _ 2Q-Q-4 20-0-4 late fsets dqe -1- dge -1- dqe , -1- - - LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.27 Q-R >870 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.37 Q-R >632 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.02 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 154 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) T=711/0-3-8, J=715/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD T-U=-866, A-U=-865, J-K=5, A-6=-1450, B-C=-1450, C-D=-1450, D-E=-2692, E-F=-3091, F-G=-3164, G-H=-2789, H-1=-2005, I-J=-776 BOT CHORD S-T=50, R-S=1450, Q-R=2187, P-Q=2978, O-P=3226, N-0=3072, M-N=2489, L-M=1501, K-L=0 WEBS B-S=-613, C-R=693, J-L=1007, I-L=-958, I-M=667, H-M=-641, H-N=396, G-N=-375, G-0=121, F-0=-82, F-P=-178, E-P=150, E-Q=-378, D-Q=668, D-R=-1288, A-S=1729 NOTES 1)This truss has been checked for unbalanced loading conditions. K� sjlrrltraaaar 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d g�t�t f0"k nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `�i�i� (, A. 'fair 3) Ga between inside of to chord bearingand first diagonal or vertical web shall not exceed 0.500in, IFI 4) CAUTION,Do not erect truss backward9. ,�`�` ' V LOAD CASE(S) Standard # , S ATF OF -OR I�,i�r December 9,2002 712117408F2 russ russ ype ty ly CE A406357 033 FLOOR 4 1 (optional) uilders first ource, Jacksonville, L., RWH 4.201 SR1 s Oct 17 2001 MiTek Industries, Inc. Tue Dec 10 20:16:00 2002 Page 1 1-3-0 1-3-3 2.0-0 1-3-5 THIS TRUSS IS NOT DESIGNED TO Scale = 1:14.1 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 II 3x3 = 3x3 = 3x3 = 3x6 II A B C D 3x6 = E F NA CP o v L K J I H G 2x4 II 3x3 = 2x4 II 3x3 II 3x3 = 2x4 II 0-4-0 3-1-3 5-1-3 8-0-0 8-4-0 8-4-0 Plate Offsets 1-81, dqe , LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.01 1 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 461b LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) A=277/0-3-8, F=277/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-L=4, F-G=3, A-B=-224, B-C=-221, C-D=-425, D-E=-219, E-F=-222 BOT CHORD K-L=O, J-K=425, I-J=425, H-1=425, G-H=0 WEBS C-J=16, D-1=6, A-K=293, C-K=-275, F-H=291, D-H=-271 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ts{r1�ItaltiPt, LOAD CASE(S) Standard f��f SkTr OF I k` December 11,2002 r russ russ ype ty IyA406358 1408F2 F08A FLOOR 29 1 �Ioptionall uiiders first ource, Jacksonville, 4. 1 1 sOct 1 1 i ek ndustries, Inc. ue ec 1 0:1 2 age 1 1� 30 0� 6 0� 2-0-0 Scale = 1:21.9 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 4x5 = 3x6 II 3x3 = 3x3 = 4x5 = 2x4 II 3x3 = 3x6 = A B C D E F G H 0 o P 0 N M L K J I 2x4 II 3x3 = 2x4 (I 4x5 = 3x3 = 3x3 = 3x3 II 4x5 = CONNECTION TO STEEL BEAM BY OTHERS Q-4-Q 4-10-0 6-10-0 12-8-0 12-8-0 Plate ffsetsdqe , ge , dqe , qe , LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.05 K-L >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.07 K-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 68 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) 1=445/Mechanical, A=445/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD A-P=2, H-1=441, A-B=-412, B-C=-409, C-D=-972, D-E=-1086, E-F=-1086, F-G=-962, G-H=-422 BOT CHORD 0-P=0, N-0=761, M-N=1086, L-M=1086, K-L=1096, J-K=795, I-J=0 WEBS D-M=83, E-L=-4, A-0=543, C-0=-489, C-N=293, D-N=-272, H-J=562, G-J=-518, G-K=232, F-K=-186, F-L=-24 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d 3) Gap between inside acks tbattached lltheirs at outer n nsideofopchod bearing and firstdi diagonal or ds�ertcatlrweb shr resained all other not 0.500in. `s�41� �kr'tI'�IA�r(frl �r(f,��r 4) CAUTION, Do not erect truss backwards. 1F1 �j f t LOAD CASE(S) Standard j A 4,` ' r�,rt;r,�!lhis s�tstl�. December 11,2002 ob russ russ ype ty ly ELL RESIDENCE A406359 J211408F2 F09A FLOOR 15 1 (o tional) udders FirstSource, Jacksonville, W 4. 1 1 sOct 17 01 i ek Industries, Fn ue Dec 1 20:16:02 0 age 1 1-3-0 l� 1 8�I 2-0-0 Scale: 3/8"=1' THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 = 3x3 = 3x3 = 3x3 = 2x4 II 3x3 = 3x3 = 3x3 = 3x6 = A B C D E F G H I 0 v S R Q P O N M L K J 3x3 h 3x4 = 3x3 = 3x3 = 3x3 = 2x4 II 3x3 = 3x3 = 3x4 = 3x3 II CONNECTION TO CONNECTION TO STEEL BEAM STEEL BEAM BY OTHERS BY OTHERS 9-0-0 11-0-0 18-8-0 18-8-0 late sets - dqe - dqe LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.20 O-P >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TQ -0.28 O-P >800 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.05 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 97 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) S=675/Mechanical, J=675/Mechanical FORCES (lb) - First Load Case Only TOP CHORD A-S=-671, I-J=-671, A B=-683, B-C=-1695, C D=-2310, D-E=-2536, E F=-2536, F-G=-2313, G-H=-1695, H-1=-683 BOT CHORD R-S=0, Q-R=1289, P-Q=2087, 0-P=2504, N-0=2536, M-N=2536, L-M=2077, K-L=1292, J-K=0 WEBS E-0=-48, F-N=55, A-R=909, B-R=-843, B-Q=565, C-Q=-545, C-P=311, D-P=-270, D-0=46, I-K=910, H-K=-846, H-L=560, G-L=-531, G-M=329, F-M=-331 NOTES 1)This truss has been checked for unbalanced loading conditions. +W31111 tzl lith 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d tiu��, jrtit� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ti��tiyCE A. A�rzr'r LOAD CASE(S) Standard ,' • - �' *� S ATE O . December 11,2002 obruns russ I ype ty lyNCE A406360 J211408F2 F10A FLOOR 4 1 (o tional) uiIders firstSource, Jacksonville, FL., 4. 1 1 s ct 1 01 i ek ndustries, nc. ue ec 1 2 :1 0 age 1 1F _ 3-0lF l l2 2-0-0 1-4-4 Scale = 1:18.0 THIS TRUSS IS NOT DESIGNED TO SUPPORT LOADS FROM CONVENTIONAL FRAMING. 3x6 II 3 x 3 = 3x3 = 2x4 II 2x4 II 3x3 = 3x6 = A B C D E F G o M L K J I H 2x4 11 3x3 = 3x3 = 3x3 = 3x3 = 3x3 II CONNECTION TO STEEL BEAM BY OTHERS 9-4-Q 4.2-12 6-2-12 10-5-8 10-5-8 -1- LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.03 J >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 56 ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) H=364/Mechanical, A=364/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M=3, G-H=-362, A-B=-321, B-C=-319, C-D=-728, D-E=-728, E-F=-728, F-G=-330 BOT CHORD L-M=0, K-L=594, J-K=728, I-J=611, H-1=0 WEBS D-K=-114, E-J=-89, A-L=423, C-L=-383, C-K=189, G-1=439, F-1=-391, F-J=154 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. xttrit�rljrtrr 4) CAUTION, Do not erect truss backwards. ti,�,���t rrFrJJrt� LOAD CASE(S) Standard `~ c ' ,�t1FI4✓ l December 11,2002 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233-TEL: 247-5826—FAX: 247-5877 Permit Number: 24722 Address: 2055 BEACH AVENUE Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 15 Proposed Use: SINGLE FAMILY Lot(s):72 & pt 73 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: v� a a Date Issued: 9/03/2002 Name: CAMPBELL, JOSETTE Total Fees: 1,315.00 ss: 2055 BEACH AVENUE Amount Paid: 1,315.00 LANTIC BEACH, FL 32233 Date Paid: 9/03/2002 P Q 0000 Work Desc: INCREASE 3/ R ER l S RVI • �4 ��:.,� �COI� C O It1 FlI:ES- �-,.�A ��, �._w�. . PUBLIC WORKS DEPAR ENT 565.00 AT R , tAPI AL t�6 � 750.00 00 Cdr � 045 _ ., a 3 _... r NOTICE-'I SPECTION MUST BE REQUESTED AT LEAST 24 HOURS "IOR TO IN ECTION BUILDING MATERIAL, R BISH AND ,1 RIS;FROM THIS WORK MUST N E PLACED I UBLIC SPACE,AND MUST BE CLEARED UP AIS HAULEDY EITHER CONTRACT OWNER "FAILURE TO COMPLY HE NS lT '.L N $ULT IN THE P IR OWNER PAYING B .t S" E RDING TO APPROVED PLANSWH THIS PERMIT AND SUBJECT TO REVOCATION V N OF APPLICABLE PROVISIONS OF LAW. r %w: SAND IhTppt: OC Or�wr: i D�fa: 9/01m K aipR w: aw 57 Sm 01011. D 1 I=.* LA v,.BEACH B ILDING 1414 iM 90/11 Tim: 15:16:42 z � SC . Y` t Hams, Patricia From: Walker, Chris Sent: Friday, August 30, 2002 11:34 AM To: Hams, Patricia Subject: RE: 2055 Beach Avenue That is correct ! Hey don't try to confuse me more than I already am. -----Original Message----- From: Harris,Patricia Sent: Friday,August 30,2002 11:30 AM To: Walker,Chris Subject: RE:2055 Beach Avenue So, he needs to pay for the difference in the costs of the 314" taps and capital improvements. For example, 1-1/2"tap is$1,090 less 3/4"tap is$565.00 and the difference of capital improvement is 1-112" is $1,075 less $325.00 for 3/4" equals$750.00 and cross connection We will have to make a new tap for zeros out. He needs to pay $1,315. an 1-1/2 meter so he will have to pay for that also. -----Original Message----- From: Walker,Chris ----Original Message----- Sent: Friday,August 30,2002 11:25 AM From: Harris,Patricia To: Harris,Patricia Sent: Thursday,August Subject: RE: 2055 Beach Avenue 29,2002 3:23 PM To: Walker,Chris 1 Subject: 2055 Beach Avenue Tom with Dana Kenyon wants to increase the service size at this new home from 3/4"to 1- 1/2". 1 have given him the difference in the sizes and the amount of money he will need. Is there anything else he needs to know or can he paya these amounts and we do the increase? 2 Harris, Patricia From: Ford, Son Sent: Tuesday, August 20, 2002 11:32 AM To: Harris, Patricia Subject: RE: 2055 Beach Avenue Pat, We have determined that the property is on city sewer and water and no additional fees are required. Don -----Original Message----- From: Harris,Patricia Sent: Tuesday,August 20,2002 11:29 AM To: Ford,Don Cc: Walker,Chris;Matthews,Carlene Subject: FW: 2055 Beach Avenue Don, it looks as if we need to collect more fees from the Campbells at 2055 By copy of this e-mail I am again Beach Avenue. On the building permit requesting Chris to check to find out if we only charged for permit fee $7,035; water and sewer taps are available. water impact fee, 190; cross connection 35.00, radon and surcharge. The contractor is Dana B. Kenyon and the project manager is Tom White - 777- From-original Message 0833 From: Matthewsws,, Carlene Sent: Tuesday,August 20,2002 11:16 AM 1 To: Harris,Patricia Cc: Matthews,Carlene Subject: RE:2055 Beach Avenue Pat, as far as I can tell this location was on well and septic. Bob Kosoy did smoke testing and this address was listed 5f2000 as on septic. I know that Nelson had went and talked with Don Ford concerning this a month ago and I never heard back from anyone. Let me know what you find out. Thanks Carlene -----Original Message----- From: Harris,Patricia Sent: Tuesday,August 20,2002 10:25 AM To: Walker,Chris Cc: Matthews,Carlene Subject: RE: 2055 Beach Avenue We are now questioning whether or not the property was on water and sewer prior to demolition. If not, we need to collect additional fees. Can you check to see if there is a water and sewer tap at the location? 2 -----Original Message----- From: Walker,Chris Sent: Tuesday,August 20, 2002 10:23 AM To: Hams,Patricia Subject: RE:2055 Beach Avenue I do not have a meter set service order for this address can you please send me one and I will get this meter set. -----Original Message----- From: Harris,Patricia Sent: Tuesday, August 20, 2002 9:04 AM To: Walker,Chris Cc: Matthews, Carlene Subject: 2055 Beach Avenue Charles Scaff with Dana V. Kenyon Company came by. He stiill needs his meter set at the above address. His telephone number is 247- 4763. 3 Harris, Patricia From: Matthews, Carlene Sent: Tuesday, August 20, 2002 11:16 AM To: Harris, Patricia Cc: Matthews, Carlene Subject: RE: 2055 Beach Avenue Pat, as far as I can tell this location was on well and septic. Bob Kosoy did smoke testing and this address was listed 5/2000 as on septic. I know that Nelson had went and talked with Don Ford concerning this a month ago and I never heard back from anyone. Let me know what you find out. Thanks Carlene -----Original Message----- From: Harris,Patricia Sent: Tuesday,August 20,2002 10:25 AM to see if there is a water and sewer tap To: Walker,Chris at the location? Cc: Matthews,Carlene Subject: RE:2055 Beach Avenue -----Original Message----- We are now questioning whether or not From: Walker,Chris the property was on water and sewer sent: Tuesday,AAuMust 20,2002 10:23 prior to demolition. If not, we need to To: Hams,Patricia collect additional fees. Can you check Subject: RE: 2055 Beach Avenue 1 I do not have a meter set service order for this address can you please send me one and I will get this meter set. -----original Message----- From: Hams,Patricia Sent: Tuesday,August 20, 2002 9:04 AM To: Walker,Chris Cc: Matthews,Carlene Subject: 2055 Beach Avenue Charles Scaff with Dana V. Kenyon Company came by. He stiill needs his meter set at the above address. His telephone number is 247-4763. 2 HERMAN W. GRADICK - ARCHITECT August 8, 2002 Mr. Don Ford Chief Building Official Atlantic Beach, Florida Re: Campbell Residence, 2055 Beach Avenue, Atlantic Beach, Florida Permit No. 23897 Dear Mr. Ford: I have instructed the integral pour of the grade beam and floor slab on the recommendation of my structural engineer, Mr. Claude Bagwell, P.E. This modification which is to be made in accordance with the enclosed drawings will result in a stronger foundation with significantly less excavation. If you have any questions on this matter, please do not hesitate to call. Sincerely, 044 Herman W. Gradick Architect HWG:ea ry_ G 1433 Hubbard Street Tel: (904) 633-9833 Jacksonville, FI 32206 Fax: (904) 633-9486 HALL l _.T, ._. 1 LAUNDRY `1— STORAGE 114 , .� CABANA {� MECH. fill roll w a cc CL c 0 75 W o U ,+ OD o J k i W ; � ry\ r N r 0 CL E Lu T U T (A c L r, 0) C cm Z W LU 9 ' i -74 YZ IV ZC-) CL J47J. Ec 23, �f W 0 CO 0 ZW W 125 ,�IXCXX 4 al r V 'b 4 T_ Paz WATER IMPACT FEE WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT �(tS� FIXTURE TYPE VALUE AS LOAD FIXTU RES UNII S Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 3 4' 30 Bathtub(With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 4*' 1CI M4 A 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 f Z Laundry tray (1 or 2 compartments) 2 r �- Lavatory 1 3 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Z Water closet, public installation 6 TOTAL NUMBER OF UNITS O� -X`st' 2 �, MULTIPLIED x 20 TOTAL$ �,(' FLOODPLAIN DEVELOPMENT INFORMATION Location:: 2055 Beach Avenue , Atlantic Beach, Florida Type of Development: single Family Residence Flood Zone: AO Required Lowest Floor Elevation: 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 made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans d suppo a ha'e been or shall be provided as required. I agree to comply with all appli le pro ioif Ordnance o. )5-7-11 and all other laws or ordinances affecting the pro s deve Date G /C/ Applicant's Sipatur . -oi BR0 Department Use: 'Notary pUE}i,L, o i�iur+aa My Comm. expires Dec.22, 2 Required Lowest Floor Elevation CC 798770 As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative aIR F CETVEID December 5, 2002 O R ETM DEC 11 2W2 P R O P E R T Y S C I E N C E S Mr. Tom White +• Q.JIlV (;U. Dana B. Kenyon Construction Company 5772 Timuquana Road Jacksonville, Florida 32210 Subject: Auger Cast Pile Installation Observations Cambell Residence A-o r-- Jacksonville, Florida QORE Project J9769 Dear Mr. White: A senior engineering technician from this office observed the Auger Cast Pile installation activities at the Cambell Residence. These activities took place from July 12 through July 15, 2002. We were provided with the following pile specifications from Mr. Claude Bagwell in a letter dated November 19, 2002: • Pile diameter 12 inches • Grout compressive strength 5,000 psi (28-day strength) • Pile length 30 feet • Reinforcing steel 4#6 bars Based on our field observations, and the results of our grout compressive strength tests, it is our opinion that the piles were constructed in accordance with the above specifications. We note that the reinforcing steel for one pile (located along the north side of the building, 6 piles from the east side) could not be placed full-length, and was therefore placed only to approximate elevation 0 feet. Our field reports will be presented under separate cover. We appreciate the opportunity to be of service to you on this project. If we can be of further assistance, or if you have any questions regarding this letter, please contact this office. Sincerely, QORE, I C. fT F Mich al Nicoletta Construction Services Manager i iZG Joey Broussard, P.E. Engineering Manager QORE Property Sciences 3415 Kori Road Jacksonville,Florida 32257 (904)262-9991 Fax(904)262-9996 FEB-24-2003 MON 11:07 AM DANA B KENYON 00 FAX NO. 9047774408 P, 01 Q&N A 0) KEWON C 0 M P A N Y TO: -City of Atlantic Beach D,:!kTE: February 24, 2003 ATTN: -Don Ford FAX#: 247-5845 PAGE(S),INCLUDING COVER PAGE FROM: -Tom White REF: -Campbell Residence SUBJECT: )ore Auger Cast Pile Installation Observations dated 12/5/02 COMMENTS: A)16 6 The original of this documem will be sent via: X U.S. mail Overnight Carrier This will be the ONLYform of delivery 577171M000ANA ROAD JACKSONVILLE.rL 34210 TU 904-777-61121 FX-.904.177-4406 CGCO23000 02/19/2003 14:19 904-633-9486 H W GRADICK PAGE 01 H, -, ,- °11U. GRALI'1CK. AZRCH 1l,7 11, February 19;:2003 _- Dr and Mrs.lames:C Campbell`: _ - 30 20U'Street Atlantic Beach,Florida Re ;Suspep§ion of Architoet of Reeord at 2I Beach Avenue Atlan#ic Beach Dear`lun axil Jozette. 11, I am in receipt of your February 14,. 06: ttec of suspension Regarding this suspension _. .I have notified Mr.Don Ford,Atlantic3eaeh CBO,1'itis.Betts Davey, SouthTrust Bank; Mrs. Susan.'`DeVore, Department of Envitonmental;l'rotectio.I Division`of Beaches and II =. Wetlands and the State Board ofArchitecture. I have b- :Adv*4 by Mr Tom White that the Dana B Kenyon Company is corrtuiui ig work on. 9 project Your suspension notice.effectively removed th.e architect:of record which is required by Florida law:on prolects.wi n'the Coastal Construction,Zone Since you,and Dana Kenyon have chosen to continue construehon underthes- ,-Zc sI -666,T must'ad-ise you that neither I nor rny:professional"engmeers will bear any responsibility 11 for any constriction performed since noon onebruary 14,2003 Additionally, I must advise you that,SouthTrus# retained int as mspectuig'architect because of my position us architect of record and'daily involvement with-ttie project This'suspension has now compromised project access and as a result Ii ted >7iy knowledge of the fob X Tnder these conditions I cannot give the Bank-comprehensive knowledge of work progress which thenaffects the disbursement of monies Therefore,I must inform you that I ►ill not be able to:certify any pay requests f61wperformed during my'suspensiop - It is-my;hope #hat we can resolve these issues and'get this protect back on track t - the benefit,of everyone S1. incerely, ` Herman W C�radick cc Mie Don Eord,GBO,Atlantiil.c Beach - 1. Arelutect FL0005439 Mrs Beth Davey, SouttiTrust Bank Mr Tom White,Dana B Kenyon 1433 Hubbard Street, . Tel:(304)633 3833 Jac ksonVlIe,FI 32206 - Fax: (s04)"633-9486` - @2/19!2003 11:53 9@4-633-9486 H W GRADICK PAGE 02 f�-1 ERIVIAN _V1! GRALDICK` ARCHITECT . February.l Q 2003 . 1Vlr.-'Don Ford :. C1uef B9ilr3ing Official ILL Atlaritnc Beach,Florida `_' Re .;Sus 6e ion of Architect of Record on 2055 Beach !venue,Atlantic Beach. A Project Currently Under Canstruction in the GotxsEai.Construction Zone of Atlantic Beach,F1oida Dear'Don. Pursuant to:'my letter of February l 4;: 003 acid our telephone convcrsatori February:l$,., 2003':notifmg you of xny suspension as architect.:of record on the above referenced project,I am requesting that you pro. a me with a letter statusg your position as CBO.on this issue Please address your`posrtioi with regard to continuation of construction ui the Coastal Construct Ori Zone without an;Arc hrtect of record Sincerely,- (. �/ u _..Herman W.<Gradck Aitect.ELOOQS39 CG 11�1r-I.eS Str RK Florida State Board of Architecture 1V1r..Ken Norrie,EsqLI LL `1433 Hub.6ard Street Tel:(904)633-9833` ILLLL Jae SOnville, F!32206 ' Fax :{904};633 X486`: FEB-24-2003 MON 11 :07 AM DANA B KENYON 00 FAX NO, 9047774408 P. 02 RECEIVED December 5, 2002 (� 0 R ETM � UVJ DEC 11 2= PROPS R T Y '.GI E N C 9 S Mr. Tom White RUN Y UN (;U. Dana B. Kenyon Construction Company 5772 Timuquana Road Jacksonville, Florida 32210 Subject: Auger Cast Pile Installation Observations Cambell Residence Jacksonville, Florida QORE Project J9769 Dear Mr White: A senior engineering technician from this office observed the Auger Cast Pile installation activities at the Cambell Residence. These activities took plaice from July 12 through July 15, 2002. We were provided with the following pile specifications from Mr_ Claude Bagwell in a letter dated November 19, 2002: • Pile diameter 12 inches • Grout compressive strength 5,0.00 psi(28-day strength) • Pile length 30 feet • Reinforcing steel A t!6 bars Based on our field observations, and the results of our grout compressive strength tests, It is our opinion that the piles were constructed in accordance with the above specifications. We note that the reinforcing steel for one pile (located along the north side of the building,6 piles from the east side) could not be placed full-length, and was therefore placed only to approximate elevation 0 feet. Our field reports will be presented under separate cower. We appreciate the opportunity to be of service to you on this project, If we can be of further assistance, or if you have any questions regarding this letter, please contact this office. Sincerely, QORE, I . Mich I Nicoletta � Construction Services Manager t-F i Joey Engineering Manager CI QORE Pr"M Sciences 1415 Kori Road Jacksonvillo,ilorlda 122S? (904)262-9991 fax(901)262-9996 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Feb 19 2003 10:56am Last Transaction Date Time Twe Identification Duration Pages Result Feb 19 10:52am Received 904 633 9486 3:59 2 OK 02/14/2003 13:39 904-633-9486 H W GRADICK PAGE 01 Herman W.Gradick Architect 1433 Hubbard Street Phone:904-633-9833 Jacksonville,Florida 32206 Fax:904-633-9486 Ernait gradickh@beNsouth_net Fax Transmittal Form To 00/v From Name: Herman W. Gradick Organvation Name/Dept: cc- Phone:904-633-9$33 Phone number: Fax:904-633-9486 Fax number: a 1/7 J. � Email:gradickh@belisouuth.net OCent rg Date serer �l/�-IZ/O3 Review Time sent: 0please Comment Plumber of pages including cover page: Z 0 Please Reply Message: LI C 02/14/2003 13:39904-633-9486 H W GRADICK PAGE 02 H E1.R,M,AN — " ADICK AR H 1T ^Ct. February 14,2003 Mr.---7D--,--: Don Ford Chief Building Official :_:.Atlantic Beach,Florida. Re. Owner's Duectxsn to;Suspend O .,---tsns'at 2055 Beach Avenue I .1Dear%Uon. 1 have forwarded fo.you written dvrechons from Dry Campbell They were received"at 11 49am this date. Under, state;lawv I'am.required` to Inform:you thAt the.architect of record:has been suspended fromperforming his professional duties on a project w1. ithin the Flonda CgasEal Construction Zone. , I 11, Ta any knowledge,xwork is currently underway on this project Please advise Sincerely, _ Dick Gradick , Florida Architect 0005439 HWG ea CC .Ms Betty Davey, S outhTrust Bank . Dr and Mxs James:C Campbell , a 4 Mr..Tom i�rmite,Dana$ &enyan Company 1433 Hubbard Street Tel:(I - 633 9833. jII Jacksonville, FL 32206 Fax (904)633 9486 . 02/14/2003 13:22 904-633-9486 H W GRADICK PAGE 01 yx( Herman W.Gradich Architect 1433 Hubbard Street Phone:904-633-9833 Jacksonville,Florida 32206 Fax:904-633-9486 Email:gradickh@bellsouth.net Fax Transmittal Form To r�le Do/,/ /-O�p From Name: Herman W.Gradick Organization Marne/Dept- CC: Phone:904-633-9833 Phone number: Fax:904-633-9486 Fax number: ';V 7_�F"�'��"' Email gradickh@belsouth.net rgent Date sent: For Review Time sent: Cl Please Comment Number of pages including cover page: ❑Please Reply / Message: 7W Is � r 02/14/2003 13:22 904-633-9466 H W GRADICK PAGE 02 HERMAN a: GRADIGK. ARCH ITEGT February 14,2003' ,D­--_.r.'-.1­,1..and Mrs tames C Campbell - 30 20'e�Street Atlantic Beach,Florida Dear;Juri and Jozette , . It is my understanduig that you do notwant tie to be responsible;for design and d_711-rawing : preparation.'of co_nstructian documents for -the four fireplaces shown on my permit drawings of December, 2001 for which I"arn the architeef of record. Accordingly7.,I will = require tlie'following as the architect of record and'also disbursement`inspector for'the South,_ u. Bank. I will nee genI r I drawings trf the fireplaces showing fireplace;sections and materials inclutlmg gas starter lines I will also need the responsible parties written certification that all a licable°`code pp ' requirements of the 1997SBGC and ASTNt:hav -beeat ;.. I will not approve'or disapprove these`drawings but I do.require information fo whaf,is " anticipated,_ I will:fo I_ ar. tlus::data to'Mr Ford for fu npptoval Upon commletton'of_.--h�.,.'.....;.i�'.':­swork Iwili require written certification by the responsible party tfiaf,their design and construction meets"code',and#hat they are"responsible for it which"I . shall forward to IVIr F64c,alga inI. Further, I will not be responsible fordesign:of the'flues and associated parts_of these " II fireplaces as this could be construed to alter the fireplace draft II­ For disbursement purposes I will require separate certification by responsible parties that the work for which they:are requesting,money:meets all applicable codes and is-their -responsibility I will require that each fYrepiace b a_separate Iine-item-td-facilitate funds . disbursemetrt I am=taking t,ns action m an effort to"insure_that these four fireplaces and`ga _,arter lures- f, the residence will be,safe One ofthe greatest sources ofhome fires are fireplaces a>xd I gas"lines and I ah obligated to keep this project,safe. _ 1 ­­: �:, -: ,.�., .___ " : . , ,, ��_, " :�.�.� -I ­:- -- "��i � . _ , .A - , - I 1433 Hubbard Street Tel (904)63 9833 ; Jacksonville F132206 �' �, <'Fax::;,(90- 633-9486 .. . . 02f14f2003 13:22 904-633-9486 H W GRADICK PAGE 03 :_ :. . , It asto be understood that I will bear iio-responsibilty for fireplace location or_desagr as wellas flue and gas line'constivction Sincerely, '/%�' " 11,,,. Dick Gradick 1 . 1. ATC111teCt- .: I 'G ea CC :Mr Do%n Ford,e.CBO,Atlantic Beach,Florida Ms .Betty,Davey, SouthTrust.Bank Mr 7"om White,bona B KenyonCompi;ny 02/14/2003 13:22 904-633-9486 H W GRADICK PAGE 04 Feb-13-03 O5:53P James C Campbell Jr MD P.Ol rebruary 13,2003 Herman W.Gtadick 1433 Hubbard Street Jacksonville,Florida 32246 Bear Dick, Pursuant to your request,the necessary certifications regarding the fireplaces will be forwarded to you as soon m possible. If you deem it necessary to mail the drafted letter you faxed to us today to Mr. Don Feud and Nits Beth Havey,please attach a copy of this letter to troth, parties. 7C- C li,Jr.MD CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-30023891 Date 2/03/03 Property Address . . . . . . 2055 BEACH AVE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000000 Owner Contractor ------------------------ ------------------------ JOSETTE CAMPELL DANA B KENYON COMPANY ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc NEW HVAC Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee .Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 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 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL FROM FAX NO. 9043564247 Jan. 31 2003 03:24PM P1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH-1 ATLANTIC BEACH, FLORIDA 32273 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to com tete all items in sections I,II,III,and IV. I. Street Address: U056VC LOCATION OF Intersecting Streets:Between And BUILDM Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given fon'doing the work as described in the above statement we hereby agree to perban said wock in amordancc with the attached plans and specidattions which are a part hmof and in accordance with the City of Atlantic Such ordinances and standards of good practice listed therein. Name of Mechanical (� zContractorsCootactor(PTint) h Qi�l I�f01, Master Von ofproperty Signature ofOwner Signature of Or Audtorixed AM I Architect or En 'titer j_ M. GENERAL IN&4AROV A thcatingfud: ir8. kevic IS OTHER CONSTRUCTION B,!r DOME ON THIS Q Gen: LP Natural Central Utility BUILDING OP.SITE? S ❑ Oil .0 Otho Specify IF YES.GIVE NUMBOF N ON pBRMTT a- �a IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED IV Aesideadal or ^ Commercial vide co tote tilt ofco 0 MatinNowBg Building�� mp ,bpooaats etc ottlsis form) ❑ �statg Hmlding Er Rut Spaca —Racessed L"Ccut at Floor p I' gepl �olcnistiog system .Air Cooditlosin& Room �Ceutral New Installation(No system previously installed) Duct System: Material Tbidauss ❑ Uetaioa or add-to to existing system M11:4—capacity duo Q Other.Specify ❑ Ra tigeration ❑ Cooling toga Capacity com Q Firc sprinkles'Numbcr of heads THIS SPACE FOR OFFICX.USR ONLY ❑ . Elevator: _bladift Esealatat (I3urnber) (Reeeived) . O Gasoline pumps (Number) Q Tanks (Number) Remarks O LFG eouniners (Numhcr) Q Unfired pressure vestal t, Balers 8ermit Approved by Datc ❑ Other–Specify Termit Feee T_ LIST ALL EQUIPMENT AIR CONDITIOMWO AND REFRIGERATION EQUIPMe rr Number Units Description Model Numba .Manufacturer Capacity Approving ata l 0&0 �7 �lo0a ncx L HEA77W FURNACES,BOILERS.FIREPLACES Number knits Description Model Number Mamdaaurer Capacity . Approving TArt-key I- TAM How Many Nominal Capacity Type Liquid Name of Serial Approving And Di2!E=wns Contained Manufacturer No, A enc t RECEIVED December 5, 2002 Q O R E` DEC 11 2002 PROPERTY SCI EN CES Mr. Tom White KEN �c(J.N (; Dana B. Kenyon Construction Company 5772 Timuquana Road Jacksonville, Florida 32210 CJ4 �jl� Subject: Auger Cast Pile Installation Observations 2Cambell Residue 3�S' 20p3 Jacksonville, Florida QORE Project J9769 .\ f Dear Mr. White: A senior engineering technician from this office observed the Auger Cast Pile installation activities at the Cambell Residence. These activities took place from July 12 through July 15, 2002. We were provided with the following pile specifications from Mr. Claude Bagwell in a letter dated November 19, 2002: • Pile diameter 12 inches • Grout compressive strength 5,000 psi (28-day strength) • Pile length 30 feet • Reinforcing steel 4#6 bars Based on our field observations, and the results of our grout compressive strength tests, It i;: our opinion that the piles were constructed in accordance with the above specifications. We note that the reinforcing steel for one pile (located along the north side of the building, 6 piles from the east side) could not be placed full-length, and was therefore placed only to approximate elevation 0 feet. Our field reports will be presented under separate cover. We appreciate the opportunity to be of service to you on this project. If we can be of further assistance, or if you have any questions regarding this letter, please contact this office. Sincerely, QORE, I C. I Mich l Nicoletta Construction Services Manager Joey Broussard, P.E. Engineering Manager QORE Property Sciences 3415 Kori Road Jacksonville,Florida 32257 (904)262.9991 Fax(904)262-9996 FIELD MONITORING REPORT O R E.. PROPERTY SCIENCES 3415 Kori Road/Jacksonville, FL 32257/904-262-9991 904-262-9996 PROJECT: Cambell Residence JOB NO: 9769 CLIENT: Dana B. Kenyon Const. Co. REPORT NO: 18287 TECHNICIAN: Steve Berg DATE OF EVALUATION: July 12, 2002 CONTRACTOR: Dynamic Concrete WEATHER CONDITIONS: Sunny SUMMARY OF WORK PERFORMED: At the request of the client a QORE Property Sciences representative reported to the above referenced site to monitor the installation of 12 Augercast piles, and perform concrete testing at the east end of the site. Concrete specifications were not found on project plans. The attached location sketch was prepared by our personnel for location purposes, since the project plans did not indicate column lines. Refer to column lines F to I and 1.5 to 5.5 on the attached sheet. Existing site elevation is approximately 21.0 to 22.0 per the contractor. All piles were augured to a depth of 32 feet or greater with a 12-inch diameter auger. A 5000-PSI grout mix was placed after drilling was completed. A 30- foot section of 446 rebar was then placed to the planned elevation. One set of 4 cylinders was cast with a slump result of 9.0". A total of 36 cubic yards of grout was placed today. COPIES TO: Dana B. Kenyon Const. Co. /Mr. John Martin III (A-1) OP/MN 4-ri o� o 0 0 , a o a 0 0 0 0 0 0 • � � 0 0 0 0 0 0 0 0 0 0 0 0 ° o ° 0 0 0 e ' o t77 FIELD MONITORING REPORT �. O R E- P R O P E R T Y S C I E N C E S 3415 Kori Road/Jacksonville, FL 32257/904-262-9991 904-262-9996 PROJECT: Cambell Residence JOB NO: 9769 CLIENT: Dana B. Kenyon Const. Co. REPORT NO: 18286 TECHNICIAN: Steve Berg DATE OF EVALUATION: July 13, 2002 CONTRACTOR: Dynamic Concrete WEATHER CONDITIONS: Clouds, Rain SUMMARY OF WORK PERFORMED: At the request of the client a QORE Property Sciences representative reported to the above referenced site for the observation of augercast pile installation, and concrete testing. 34 12- inch diameter piles were set today. Refer to column lines C to G & 1 to 6. Piles installed on this date were d:illed to an approximate elevation of —10.0, though pile #F-1 rebar could only be placed to an elevation of 0.0 due to a tight grout mix. All other rebar (446 bars) were set to proper elevation. One set of 4 cylinders was cast and 49.5 cubic yards of 5000-PSI grout was placed. Late day showers prohibited the contractor from completing work today. COPIES TO: Dana B. Kenyon Const. Co. /Mr. John Martin III (A-1) OP/MN 6 0 o , z a O 0 0 O a o ° o o o 0 o ° 0 0 0 a ° Q O Q 4 ° Q 8..10 0� , FIELD MONITORING REPORT � oRE- PROPERTY SC IEN CES 3415 Kori Road /Jacksonville, FL 32257/904-262-9991 904-262-9996 PROJECT: Cambell Residence JOB NO: 9769 CLIENT: Dana B. Kenyon Const. Co. REPORT NO: 18285 TECHNICIAN: Steve Berg DATE OF EVALUATION: July 15, 2002 WEATHER CONDITIONS: Sunny SUMMARY OF WORK PERFORMED: At the request of the client a QORE Property Sciences representative reported to the above referenced site to monitor the installation of 12 augercast piles. Piles installed on this date were drilled to an approximate elevation of—10.0, and 4- #6 rebar were set in each. Piles observed were approximately 12" in diameter. All 12 piles drilled were filled with 5000-PSI grout. A constant 6-8 foot head was maintained during concrete placement and Auger extraction. 27 cubic yards of 5000-PSI was placed and one set of concrete test cylinders was made. COPIES TO: Dana B. Kenyon Const. Co. /Mr. John Martin III (A-1) OP/MN 14�� � --------------------- O d , a O O O O O O O O O O O O \ 0 0 0 0 0 ° o o 0 0 0 0 0 0 , a 0 O ) CtQO RE- PROPERTY SCIENCES 3415 Kori Road I Jacksonville, FL 322571904-262-99911904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 07/12/02 Date: 12/11/02 Lab No: 18290 Date Received: 07/13/02 Concrete Rpt#: 1 Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: STEVE BERG Concrete Supplier: CEMEX Design Mix No: 70019914 Strength Requirement: 5000 PSI @ 28 days Location of Pour: Auger cast piles Truck No.: 271 No. of Specimens: 4 Slump: 9.25 inches Ticket No: 399101 Set No: 1 Air Content: % Time Batched: 1:53AM Quantity: 9/9 Unit Wt: pcf Water Added on Job: 20 gals Time Molded: 3:30PM Concrete Temp: 89 F Water Requested By: CONTRACTOR Atmosphere Temp:90 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) lob) (psi) Fracture Remarks A 7 07/19/02 6.00 28.27 98540 3490 D B 28 08/09/02 6.00 28.27 152560 5400 D C 28 08/09/02 6.00 28.27 143160 5060 C Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a " means the information was not obtained. REPORT DISTRIBUTION. TYPES OF FRACTURES DANA B.KENYON CONST.CO.\MR JOHN MARTIN III(A-1) A B C D E Cone Cone & Cone & Shear Columnar Split Shear � oRETM P R OPE R T Y S C I E N C E S 3415 Kori Road I Jacksonville, FL 32257 1904-262-99911904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 07/13/02 Date: 12/11/02 Lab No: 18301 Date Received:07/14/02 Concrete Rpt#: 2 Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: STEVE BERG Concrete Supplier: CEMEX Design Mix No: 70019914 Strength Requirement: 5000 PSI @ 28 days Location of Pour: Auger cast piles Truck No.: 208 No. of Specimens: 4 Slump: 8.5 inches Ticket No: 399215 Set No: 2 Air Content: - % Time Batched: 8:25AM Quantity: 9/9 Unit Wt: - pcf Water Added on Job: 0 gals Time Molded: 9:30AM Concrete Temp: 90 F Water Requested By: N/A Atmosphere Temp: 80 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load (psi) Fracture Remarks (Ibs) A 7 07/20/02 6.00 28.27 114450 4050 D B 28 08/10/02 6.00 28.27 136020 4810 B C 28 08/10/02 6.00 28.27 154590 5470 B D 28 08/10/02 6.00 28.27 143310 5070 B Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a "-"means the information was not obtained. REPORT DISTRIBUTION. TYPES OF FRACTURES DANA B.KENYON CONST.CO.1MR JOHN MARTIN III(A-1) II II A B C D E Cone Cone & Cone & Shear Columnar Split Shear Tm ORE P R OPE R T Y 5 C I E N C E 5 3415 Kori Road i Jacksonville, FL 32257 1904-262-9991 1904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 07/15/02 Date: 12/11/02 Lab No: 18302 Date Received:07/16/02 Concrete Rpt#: 3 Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: STEVE BERG Concrete Supplier: CEMEX Design Mix No: 70019914 Strength Requirement: 5000 PSI @ 28 days Location of Pour: Auger cast piles : A to B, 1 to 6 Truck No.: 277 No. of Specimens: 4 Slump: 9.0 inches Ticket No: 399395 Set No: 3 Air Content: - % Time Batched: 7:34AM Quantity: 9/9/36 Unit Wt: - pcf Water Added on Job: 0 gals Time Molded: 9:OOAM Concrete Temp: 91 F Water Requested By: N/A Atmosphere Temp:83 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) (ob l (psi) Fracture Remarks A 7 07/22/02 6.00 28.27 113440 4010 D B 28 08/20/02 6.00 28.27 152650 5400 D C 28 08/20/02 6.00 28.27 149220 5280 D Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a "-"means the information was not obtain4d. REPORT DISTRIBUTION. TYPES OF FRACTURES DANA B.KENYON CONST.CO.\MR JOHN MARTIN III(A-1) A B C D E Cone Cone & Cone & Shear Columnar Split Shear "m ORE P R OPE R T Y S C I E N C E S 3415 Kori Road/ Jacksonville, FL 32257/904-262-9991 /904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 08/26/02 Date: 12/11/02 Lab No: 18631 Date Received: 08/27/02 Concrete Rpt#: 4C Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: PENNINGTON, MARK Concrete Supplier: CEMEX Design Mix No: 10053025 Strength Requirement: 3000 PSI @ 28 days Location of Pour: Slab, northwest corner of the house pad Truck No.: 262 No. of Specimens: 4 Slump: 6.25 inches Ticket No: 320360 Set No: 4 Air Content: - % Time Batched: 7:39AM Quantity: 10/60/130 Unit Wt: - pcf Water Added on Job: 10 gals Time Molded: 9:OOAM Concrete Temp: 88 F Water Requested By: FOREMAN Atmosphere Temp: 80 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) Load (psi) Fracture Remarks (Ibs) A 7 09/02/02 6.00 28.27 78600 2780 C B 28 09/23/02 6.00 28.27 111280 3940 E C 28 09/23/02 6.00 28.27 123590 4370 D Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a 'V'means the information was not obtained. REPORT DISTRIBUTION: TYPES OF FRACTURES DANA B. KENYON CONST.CO.\MR JOHN MARTIN III(A-1) X A B C D E a/ ' Cone Cone & Cone & Shear Columnar Split Shear QO PROPERTY SCIENCES 3415 Kori Road I Jacksonville, FL 32257 1904-262-99911904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 08/26/02 Date: 12/11/02 Lab No: 18632 Date Received: 08/27/02 Concrete Rpt#: 5C Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: PENNINGTON, MARK Concrete Supplier: CEMEX Design Mix No: 10053025 Strength Requirement: 3000 PSI @ 28 days Location of Pour: Slab, southeast corner of house pad Truck No.: 277 No. of Specimens: 4 Slump: 5.5 inches Ticket No: 320461 Set No: 5 Air Content: - % Time Batched: 8:42AM Quantity: 10/110/130 Unit Wt: - pcf Water Added on Job: 0 gals Time Molded: 10:OOAM Concrete Temp: 90 F Water Requested By: N/A Atmosphere Temp: 86 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) L,a; (psi) Fracture Remarks A 7 09/02/02 6.00 28.27 76620 2710 D B 28 09/23/02 6.00 28.27 103990 3680 D C 28 09/23/02 6.00 28.27 126310 4470 D Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a "--"means the information was not obtained. REPORT DISTRIBUTION. TYPES OF FRACTURES DANA B.KENYON CONST.CO.\MR JOHN MARTIN III(A-1) , r II Xr' I r ti r � r t ii ` A B C D E Cone Cone & Cone & Shear Columnar i2 ii rG? Split Shear CtQO RE- P R O P E R T Y S C I E N C E S 3415 Kori Road/ Jacksonville, FL 322571904-262-9991 1904-262-9996 CYLINDER STRENGTH REPORT Job No: 9769 Date Molded: 08/26/02 Date: 12/11/02 Lab No: 18542 Date Received:08/27/02 Concrete Rpt#: 4 Project: CAMBELL RESIDENCE Client: DANA B. KENYON CONST. CO. Contractor: DANA B. KENYON CONST. CO. Technician: PENNINGTON, MARK Concrete Supplier: CEMEX Design Mix No: 10053025 Strength Requirement: 3000 PSI @ 28 days Location of Pour: Footing in the center of the house pad Truck No.: 487 No. of Specimens: 4 Slump: 5.0 inches Ticket No: 320288 Set No: 3 Air Content: - % Time Batched: 6:07AM Quantity: 10/10/130 Unit Wt: - pcf Water Added on Job: 0 gals Time Molded: 7:15AM Concrete Temp: 88 F Water Requested By: N/A Atmosphere Temp: 80 F Specimen Age Date Diameter Area Maximum Strength Type of Number (days) Tested (ins) (sq ins) lob l (psi) Fracture Remarks A 7 09/02/02 6.00 28.27 79010 2790 D B 28 09/23/02 6.00 28.27 108210 3830 D C 28 09/23/02 6.00 28.27 119090 4210 C Comments: Tests conducted in general accordance with ASTM C 31, C 172, C 231, C 143, C 1064, C 39, and C 138 except initial curing conditions not documented. Items marked with a "-"means the information was not obtained. REPORT DISTRIBUTION., TYPES OF FRACTURES DANA B.KENYON CONST.CO.\MR JOHN MARTIN III(A-1) 1 ! I I I 1 ! I ! r ! II X ,' 1 A B C D E Cone Cone & Cone & Shear Columnar Split Shear t} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-30023891 Date 10/04/02 Property Address . . . . . . 2055 BEACH AVE Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2000000 Owner Contractor ------------- ----------- ------------------------ JOSETTE CAMPELL DANA B KENYON COMPANY ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW600AMP, 240V, 1PH, 3W ALUM SVC Permit Fee . . . . 145 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 145 . 00 145 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 145 . 00 145 . 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 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 30023 0) _ CITY OF ATLANTIC BEACH, FLORIDA 5 (� 6id APPLICATION FOR ELECTRICAL PERMIT L� TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20 0 I�I 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: OWNERS NAME:C a rmc*6 Ker ADDRESS: ��'S � ``� RFD BOX_ BLDG. SIZE BETWEEN: RES.(1/ill"'APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(il y OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE.35o AMPS: �, � r.: COPPER( ALUM. FEES V w t. SWITCH OR BREAKER C C(' AMPS PH 3 W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.3 AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600V OVER 600V N0. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 C-ITY nF ATLANTIC BEACH iucr/ARTIVIENT OF BUILDING j 600 SENiMOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 47-5877 Permit Number: 21093 Address: 2055 BEACH AVENUE Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE FAMILY i Lot(s): Block: Section: Square Feet: ( Subdivision: NORTH ATLANTIC BEACH Est. Value: I Parcel Number: Improv. Cost: 8,700.00 a . --0 £ RAt M Date Issued: 12/06/2000 Name: CAMPBELL, JOSETTE Total Fees: 100.00 Address: 2055 BEACH AVENUE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 Date Paid: 12/06/2000 Phone: (000)000-0000 Work Desc: DEMOLITION OF HOUSE THOMSON CONTRACTING INC. I PERMIT 100.00 a i I I lI i 1 ,. .`06 .qe� I i I 1 � 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 I 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 f C I I 3188.88 1 Date: I2/%7/88 81 Receipt: 8%1b81��32 ATLANTIC BEACH UILDt EPT. 88188%83221%%% CITY OF ATLANTIC BEACH __.------ -- j DEPARTMENT OF BUILDING r 800 Seminole Road -Atlantic Beach FI- 32233 - TQ± ?47_5P?6.. 277 PLUMBING PERMIT E PERMIT INFORMATION — ZOCA TIG+fif IfVFC1f2M�t TfC1N----- i Address. 2055 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Townshi Pfr+�t�st�.a 'a.�.�. S1"�^, � ,-e��r� .. P� Range: Book: 15 _... t_ot s ►2 & I;i"i'3 Biock: Section: I Square Feet: Subdivision: NORTH ATLANTIC BEACH Est, Value: Parcel Number: Date Issued: 7/25/2002 -_—OER INi"�Rirnf�i ION �+ Total Fees: 95.50 Name: CAMPBELL, J(DSETTE - Address: 20.55 BEACH AVENUE Amount Paid (_P—ate— Paid: 7/25/2002 _-_—�� "E' `;"; FL 32233 . Phone - (000)o00-0000 Work Desc INSTALL PLUMBING ---- ---------- - t � i�.. C.W. WOOD PLUMBING CO., INC z�� iv El �O 95.50 0 ? E M. f C .r tea w n ti JaC a 4 x ,d+ .•:r`.r'Yr e' U4=i �F' ' � f +s•��w`�rk� :.,, (mak ,��� � �i# � �c rc� -�i #•, 'v'k v�:&u��-��y� �'h 3F A"n a a.. .za«•.. 5 M twy.,c i aW , NOTICE - CTION 1 BIJ(L )1 .t k ?L :.� lr..," v'd et w•.Y, f L J• M y DING MATERIAL t ; a8R1T5`` SPACE, AND MUST B � � � r IN PUBLIC R ._.,.. �.. R OWNER "FAILURE TO COMPLY 4 . . PROPERTY OWNER -IN THE PAYIN SSUED ACCORDING TO APPROVED PLA kE =0R VIOLATION OF APPLICABLE PROVISIONS 1�ItT AND SUBJECT TO REVOCATION . . I r'f � Oper: CHERYLE Type: OC Drawer: ATLANTIC BEACH B ILDIN -- - Date: 7/26/82 81 Receipt no: 76681 T 14 PERMITS-BUILDING. 1 595.98 -- - -- . ---—-- -- 88188803221888 2855 BEACH CK CHECKS 28324 SM-58 Treee deter 7/26/82 Tine: 16:84:29 •u, �� c ��:.»r I'Mill: Cifr ti 70:97431730 P: 1/1 CITY OF ATLANTIC BEACH APPL.ZCATION EOR Fr WWl9G PEM*117 JOB LOCAT T ON: ,4 P� L-o r -7.7 -�' 9 OWNER OF PROPERTY: '3_&Sa f'�e ( ' ,4M Ioe�GG TELEPHONE NO. PLUMBING CONTRACTOR (� tetl �QoD C"�Lt.�h� 62 2 CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: j; (' h f;:'IO g, TELEPHONE: 4- HOW MANY OF TRE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS g LAVATORY WATER HEATERS o� BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER I WATER REPIPE OTHER TOTAL FIXTURrS: a3 x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: X SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. GALL A DAY AHEAD TO SCHEDULE yNSPECTIONS - (9C4) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION .PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tet: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24000 Address: 2055 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC,BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: 15 Proposed.Use: SINGLE FAMILY Lot(s):72 &pt 73 Block: Section: Square.Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5!03/2002 Name: CAMPBELL, JOSETTE Total Fees: 25.00 Address: 2055 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date.Paid: 5/03/2002 - Phone: 000000-0000 Work Desc: 200 AMP OH TEMP. POLE CONTRACTORS APPLICATION FEES UNITED ELECTRIC COMPANY OF JAX 25.00 .. . ' -,'�..'>.. •..civ tii:; •l.;Sy' .,� -t:- ..s.�:w`-: r J> '::^ I u" I III �, •c`y-~.-...... s� NOTICE- I ECTION BUILDING MATERI '� , �. C SPACE,AND MUST BE CLEARED "FAILURE TO COMI W THE PROPERTY OWNER ISSUED ACCORDING TO APPR - r. . SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE } Oper: CHERTLE Type: OC "Drawer: 1 �•— Dia4te: PERMITS2 $1- IReeceipt no: 5016 $25.98 ATLA TIC BEACHILDIN - T, 90188893221888 2055 BEACH . CK CHECKS 48938 $25.88 Trans date: 5/83/02 Tiee: 15:47:33 r CITY OF ATLANTIC BEACH, FLORIDA APDrowd by APPLICATION FOR ELECTRICAL PERMIT 0L TO THE CFIIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE IIEREBY 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 ELEC ICIAN SIGNAffAE pJOURNEYMA NAME � ADDRESS:-�0 5 5 �e c-u, A,, Tl J� RFD BOX BLDG.SIZE BETWEEN: RES. APT.( i COMM.( 1 PUBLIC 1 1 INDUS.1 1 NEW w OLD( 1 REW.( 1 ADDITION 1 1 TRAILER( 1 TEMP SIGNS 1 1 SO.FT. SERVICE: NEW( 1 INCREASE 1 ) REPAIR 1 1 FEE CONDUCTOR SIZE I/ AMPS �00 COPPER ALUM. SWITCH OR BREAKER ZOO AMPS PH W JVL'VOLT \' RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.JO AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PNS NO. 1 H.P. VOLTAGE PNS MIS LLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN -- FORWARDED s TOTAL FEES ��PAOSE010 A; FLORIDA DEPARTMENT OF FLOR A ' ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-310 Permittee: Permit Expirestt t EL) James C. and Jozette B. Campbell c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. C '..;/ of Atlantic Beach 4230 Myrtle Street ., St. Augustine, Florida 32095 y"' F"-, Z %irlg 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: For construction to rebuild a three-story, single-family dwelling and other activity. Project Location: Between approximately 380 feet and 445 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Property address: 2055 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: Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. - M.S. 300 / Tallahassee, Florida 32399-3000 Dat4 of Notice Dana A. Latino,w Engineer Telephone (850) 488-3180 DAL/dw cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector James C. and Jozette B. Campbell, Property Owner City of Atlantic Beach Building Official DEP Form 73-131(Rev.01/9'n Post Conspicuously on the Site Department of o _ Environmental Protection FLOR a Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary March 13, 2002 Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 Dear Mr. Partel: NOTICE TO PROCEED PERMIT NUMBER: DU-310 PERMITTEE NAME: James C. and Jozette B. Campbell 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 1 and 2. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard 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 Office 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 March 14, 2005. 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, 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. Printed on recycled paper. Kevin Partel, President March 13, 2002 Page 2 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. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) 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 will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed 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 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 Kevin Partel, President March 13, 2002 Page 3 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 only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action 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. 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 Kevin Partel, President March 13, 2002 Page 4 such set forth above, and must therefore file their petitions within twenty-one 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 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 850/487-4475. SerLd ,� inc Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL/dw Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official James C. and Jozette B. Campbell, Property Owner STATE OF FLORIDA t, DEPARTMENT OF ENVIRONMENTAL PROTECTION i Office of Beaches and Coastal Systems FLOR(�A i 3900 Commonwealth Blvd.-Mail Station 300 Tallahassee, Florida 32399-3000 (850) 488-3180 PERMIT NUMBER: DU-310 PERMITTEE James C. and Jozette B. Campbell c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32095 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 December 24, 2001, and was determined to be complete pursuant to rule on February 14, 2002. 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 6213-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Director of the Office 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 Standard 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: March 14 , 2005 PERMITTEE: James C. and Jozette B. Campbell PERMIT NUMBER: DU-310 PAGE 2 LOCATION: Between approximately 380 feet and 445 feet north of the Department of Environmental Protection's reference monument R-43, in Duval County. Property address: 2055 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Rebuild A Three-Story, Single-Family Dwelling 1. Location relative to control line: 1.1. Northeast corner of dwelling: A maximum of 26 feet seaward. 1.2. Northeast corner of pile-supported deck: A maximum of 38 feet seaward. 1.3. Southeast corner of dwelling: A maximum of 24 feet seaward. 1.4. Southeast corner of pile-supported deck: A maximum of 36 feet seaward. 2. Exterior dimensions: 87.3 feet in the shore-normal direction by 46 to 60 feet in the shore- parallel direction. 3. Type of foundation: 12-inch diameter auger-cast piles. 4. Penetration of piles: To elevation -10.0 feet (NGVD), or deeper. 5. Structural elevation (bottom of grade beam): +19.4 feet (NGVD), or higher. 6. Finish Floor elevation: +23.17 feet (NGVD). Other Activity Demolish existing structures on the site. 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 Office of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference.Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. PERMITTEE: James C. and Jozette B. Campbell PERMIT NUMBER: DU-310 PAGE 3 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. 4. All rubble, debris, and damaged or broken concrete on the site resulting from this construction shall be removed and relocated landward of the coastal construction control line. 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 day of 0', C-4 2002, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. _ E. Olu. Sawyerr, P. E. Administrator Office of Beaches and Coastal Systems Deputy Clerk ate FINAL CERTIFICATION MAIL TO: Office of Beaches and Coastal Systems Florida Department of Environmental Protection Mail Station 300 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 This is to certify that work under permit number DU-310 for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, which was granted by the Florida Department of Environmental Protection, to James C. and Jozette B. Campbell, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description, and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. (Seal) Signature Date Registered Engineer or Architect State of Florida Registration Number FOR WORK INCLUDING: For construction to rebuild a three-story, single-family dwelling and other activity. NOTE: Any deviations from the permit, and any portions of the permitted work not actually performed, shall be noted and described in detail as an exception to this certification. DEP Form 73-115B (Rev. 1-85) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Office of Beaches and Coastal Systems Marjory Stoneman Douglas Bldg. 3900 Commonwealth Blvd.,MS-300 Tallahassee,Florida 32399-3000 850/487-475 File Number: DU-310 Owner: James C. and Jozette B. Campbell Agent: Kevin Partel, President PERIODIC PROGRESS REPORT 1. If construction has occurred,please describe its maximum extent in the space provided below:(If no work atallhas been performed under the permi4 please report Not Started' If construction or other authorized activity has begun,but no progress has been made since the lastrepor4 please report No Progress.J CONSTRUCTION TO DATE INCLUDES: 2. All work performed as of this date is described above and is hereby certified to be in compliance with both the plans and the project description approved by the Departmentof Environmental Protection as partof the permit,and with all conditions of the permit Locations and elevations of all construction as of this date have been specifically verified as applicable and have been found to comply with the project description,approved plans,and conditions of the permit. No unpermitted construction or activities have occurred. (Any exceptions to the statementabove are to be described and explained under Item Number f above, as part of this report The explanation should include a statement of the reason that consbuction or activities not in accordance with the permit have occurred.) The property owner or authorized agent may sign these progress reports until such time as consb-uctlon starts,and after any period in which no construction was performed. However, the reports must be signed by an engineer or architect registered in the state of Florida following each period in which construction has occurred. Signature Date Florida Registration Number and Seal(If Applicable) Foundation Location and Elevation Certification Permit Number: DU-310 Permittee Name: James C. and Jozette B. Campbell Mail to: Office of Beaches and Coastal Systems Florida Department of Environmental Protection 3900 Commonwealth Boulevard, MS 300 Tallahassee, Florida 32399-3000 This is to certify that all aspects of the location and all elevations of the foundation as constructed are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. The foundation location and elevation certification is based upon such surveys as are necessary to determine the actual location, pile tip, pile cap, grade beam, structural and top of pile/pile notch elevations (where aplicable), which are specified below for each dwelling: (1) Distance the seaward pile placed measured perpendicular to the the control line (each dwelling). feet (2) Pile tip elevation: feet(NGVD) (3) Top of pile cap and grade beam elevation (if applicable). feet(NGVD) (4) Structural elevation (bottom of lowest structural member supporting the first habitable floor): feet(NGVD) OR Top of pile/pile notch feet(NGVD) Registered Surveyor's Signature/Seal Date Registered Surveyor's mane: State of Florida Registration Number: Note: Any deviations from the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Office of Beaches and Coastal Systems has notified the permittee, in writing, that this foundation certification has been approved. DEP Form 73-114 (Rev. 2-01) STANDARD PERMIT CONDITIONS (1) The following standard permit conditions shall apply to this permit unless waived by the Department or modified by special permit condition: In the event of a conflict between a standard condition and a special condition the special condition shall prevail. (a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications which were approved by the Department as part of the permit. Any deviation therefrom, without written approval from the Bureau, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.600, Florida Statutes, and may result in assessment of civil fines or issuance of an order to alter or remove the unauthorized structure, or both. No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval from the Department. A copy of the permit, notice to proceed, approved plans, any modifications, time extensions, or permit transfers shall be conspicuously displayed at the project site. (b) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system, marine turtles, nests and their habitat or adjacent property and structures. (c) The permittee shall allow any duly authorized member of the staff to enter upon the preglises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department, until all construction or activities authorized or required in the permit have been completed, and all reports, certifications, or other documentation of project performance are received and accepted by the Department. (d) The permittee shall hold and save the State of Florida, the Department, its officers and employees, harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgements resulting from such damage. (e) The permittee shall allow the Department to use all records, notes, monitoring data and Qther information relating to construction or any activity under the permit, which are submitted, for any purppse it may deem necessary or convenient, except where such use is otherwise specifically forbidden by law. (f) Construction traffic shall not operate and building materials shall not be stored on vegetated areas seaward of the control line, unless specifically authorized by the permit. If, in the opinion of the Office Otaff, this requirement is not being met, positive control measures shall be provided by the permittee at the dircetion of the Office staff. Such measures may include temporary fencing, designated access roads, adjustment of construction sequence, or other requirements. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit, with suitable fill material or revegetated. with appropriate beach and dune vegetation. (h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, . rocks, clay, or other foreign matter, shall be obtained from a source landward of the coastal constrpction control line or from a source authorized pursuant to Section 161.041, Florida Statutes and shall, in general, not contain greater than 5 percent fines (passing the #200 sieve) or gravel exclusive of shell material (retained by the #4 sieve) and be free of coarse gravel or cobbles. (i) If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site, as directed by the Office staff, unless otherwise specifically authorized by the permit. 0) Any native salt resistant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Bureau, with other native salt-resistant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the staff, all plants installed in beach and coastal areas-whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise - shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine. (k) All topographic restoration and revegetation work is subject to approval and acceptance by the Department staff, and the status of restoration shall be reported as part of the final certification of the actual work performed. 0) If not specifically authorized elsewhere in this permit, no operation, transportation or storagq of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine tprtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m) If not specifically authorized elsewhere in this permit, no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value(light transmission from inside to outside) of 45% or less through the use of tinted glass or window Film. (o) This permit has been issued to a specified property owner and is not valid for any other porson unless formally transferred. An applicant requesting transfer of a permit shall sign two copies of the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return both copies to the Bureau. No work may proceed.under the permit until a copy of the transfer agreement approved 4 the Department has been received by the new owner. A copy of the transfer agreement shall be displayed or! the construction site along with the permit. An expired permit may not be transferred. (p) The permittee shall immediately inform the Office of any change of mailing address of the perfpittee and authorized agent until all requirements of the permit are met. (q) For permits for major structures or activities the permittee shall provide periodic progress reports certified by an engineer or architect (as appropriate due to the nature of the project) registered in the State of Florida on the form "Periodic Report" - DEP Form 73-111 (Revised 1-85) to the Bureau. The reportl`shall be submitted on a monthly basis beginning at the start of construction and continuing until all work hays Oeen completed. The engineer or architect shall certify that all construction as of the date of each report has, been performed in compliance with the plans and the project description approved as a part of the permit, and with all conditions of the permit, or shall specify any deviation from the plans, project description or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component. Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the permittee shall provide a certification by a professional land surveyor registered pursuant to Chapter 472, Florida Statutes, that all aspects of the location, and all elevations of the foundation construction are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. This certification shall be on a form "Foundation Location Certification" - DEP Form 73-114 (Revised 1-85), hereby ,. e incorporated by reference. The foundation location certification shall be based upon such surveys performed in accordance with Chapter 472, Florida Statutes, as are necessary to determine the actual elevations, configuration, and the dimensioned relationship of the installed pilings to the control line. This certification shall also specify the actual pile tip and pile head elevations and any grade beam or cap elevations. Any deviation from the foundation location and elevations as permitted shall be clearly noted and described in detail as part of the certification. Construction shall stop and the certification shall be submitted and accepted prior to proceeding with further vertical construction for each and every phase of a multiphase project where construction above the foundation of one or more structures occurs prior to completion of all foundation work. The Office shall notify the permittee of approval or rejection of the certification within seven (7) working days after staff receipt of the certification. All survey information upon which the certification is based shall be made available to the Office upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s) For major structures the permittee shall provide the Department with a final report certified by an engineer or architect registered in the State of Florida within thirty (30)days following completion of the wprk. This certification shall state that: all locations and elevations specified by the permit have been verified; that all major structures are specifically constructed in accordance with Section 62B-33.007(3)(b), Flgrida Administrative Code; other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditiong and any work not performed. Such certification shall not relieve the permittee of the provisions of (1)(a) Oove. If none of the permitted work is performed, the permittee shall inform the Department in writing no late than 30 days following expiration of the permit. The final certification shall be on the form "Final Certific4tion" DEP Form 73-115B (Revised 1-85), or on the form entitled "Final Certification for Emergency Work" ;,DEP Form 73-116 (Revised 1-85). (2) The permittee shall not commence any excavation, construction or other physical activity 011, or encroaching on, the sovereignty land of Florida seaward of the mean high-water line, or, if establisheO, the ,r erosion control line, until the permittee has received from the Board of Trustees of the Internal ImprovFlnent Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed us0; (3) The permittee shall obtain any applicable licenses or permits which may be required by Feral, state, county or municipal law. General: Copies of any forms referenced above may be obtained by writing to the DepartmFnt of Environmental Protection, Office of Beaches and Coastal Systems, 3900 Commonwealth Boulevard;` Mail Station 310, Tallahassee, Florida 32399, or by telephoning (850)487-4475. CITY OFATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r) FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us February 14, 2002 TO WHOM IT MAY CONCERN: Re: 2055 Beach Avenue DU-310 James C. and Jozette B. Campbell Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, Single-family(RS-2)and is located within a RL(Residential, Low Density) future land use designation as established by the Comprehensive Plan of 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. Please feel free to call (904) 247-5826 with any further questions. Sincerely, Don C. For Building Official 6�� � 'Zex� Sonya B. Doerr Community Development Director cc: City Manager CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us January 14, 2001 TO WHOM/T MAY CONCERN: Re: 2055 Beach Avenue We have reviewed the project located at 2055 Beach Avenue and find that it does not contravene local setback requirements, zoning or building codes, and is consistent with the state approved Local Comprehensive Plan. Sincerely, �QC - Yon C. Ford Building Official Sonya B. Doerr Community Development Director cc: City Manager CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD "FATLANTIC BEACH,FLORIDA 32233-5445 E 1 TELEPHONE:(904)247-5800 l FAX:(904)247-5805 s) SUNCOM:852-5800 December 5, 2000 http://ci.adantic-beach.fl-US Florida Department of Environmental Protection Attention: Dana Latino 3900 Commonwealth Boulevard Tallahassee, FL 32399-0792 Re: CNS—DU-111 Dear Sir: Enclosed is a copy of a letter dated November 21, 2000 from the Tree Conservation Board to Dr. and Mrs. James C. Campbell concerning actions of the Board as to property at 2055 Beach Avenue. The letter is copied to you as information pertaining to the Campbell's project to build a new single family home at 2055 Beach Avenue. The Board has reviewed the Campbell's initial plan, requested changes, and approved the changes and the final plan. The Board required the Campbells to reduce the size of impervious surfaces, shift the house seaward approximately 22 feet to save approximately 48 trees, and to save a dune next to Beach Avenue. These actions were taken by the Campbells in a spirit of cooperation in protecting the environment on this limited construction site_ The Board feels like there is a conflict between the local Tree Conservation Ordinance and Florida State DEP regulations in that the Board required the Campbells to "shrink" the site and move the structure seaward to preserve the trees and save a landward dune. When the structure is relocated seaward (22 feet) it is moving, although slightly, into a seaward dune. The Board feels the seaward dune is only slightly impacted and the overall conservation attained on the site outweighs the slight encroachment onto the seaward dune. The Board appeals to the DEP to consider these facts in your review of this project and to allow the project to be constructed as approved by the Board. S' cerely, �r�--C- Don C. Ford, C1.-0K--1'- Building . .O -Building Official DCF/pah cc: Tree Board Members s Harris, Patricia From: Ford, Don Sent: Tuesday, January 15, 2002 4:15 PM To: Harris, Patricia Subject: RE: Pat, Mr. Braddock is probably inquiring about the DEP letter for Dr. Campbells house at 2055 Beach Ave. Would you please call him and let him know what we ha we done with it. -----Original Message----- From: Harris,Patricia Sent: Tuesday,January 15,2002 2:19 PM To: Ford,Don Subject: Call D. Braddock-399-1312 1 Lk' ` ` 0800 SEMINNOOLE CH ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S TELEPHONE:(904)247-5800 FAX:(904)247-5805 -� SUNCOM:852-5800 http://ci.atiantic-beach.fl.us February 8, 2002 TO WHOM lT MAY CONCERN: Re: 2055 Beach Avenue DU-310 James C. and Jozette B. Campbell Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential,Single-family(RS-2)and is located within a RL(Residential,Low Density) future land use designation as established by the Comprehensive Pian of 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. Please feel free to call (904) 247-5826 with any further questions. Sincerely, L Do C. Ford Building Official p! r , Sonya B1 Doerr Community Development Director cc: City Manager t +?ti kti j- CITY OF ATLANTIC BEACH at 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S� TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM.852-5800 http://ci.atlantic-beach.fl,ns February 8, 2002 TO WHOM IT MAY CONCERN: Re: 2055 Beach Avenue DU-390 James C. and Jozette B. Campbell Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential,Single-family(RS-2)and is located within a RL(Residential,Low Density) future land use designation as established by the Comprehensive Plan of 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 Pian designations. Please feel free to call (904) 247-5826 with any further questions. Sincerely, Dori C. Ford Building Official Sonya 8`:Doerr Community Development Director cc: City Manager CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us February 8, 2002 TO WHOM/T MAY CONCERN: Re: 2055 Beach Avenue DU-310 James C. and Jozette B. Campbell Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential,Single-family(RS-2)and is located within a RL(Residential,Low Density) future land use designation as established by the Comprehensive Plan of 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. Please feel free to call (904) 247-5826 with any further questions. Sincerely, Do C. Ford Building Official Sonya gr Doerr Community Development Director cc: City Manager RESIDENTIAL c!KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FSC 104 .2 .11 ' PLANS EXAMINER:. CN DATE: OWNER:I1" /VYS c�10 W I PERMIT NUMBER: O CONTRACTOR: PHONE NUMBER: �04 ' 22'7.(A31 ( CIRCLE ) I. Survey: ' 1. Z6 a specific pullpose survey submitted? S AAOKs N/A ►rv�` Sµ b0,302. Is correct Flood Zone shown? e Ao NA 3. Are existing grade elevations shown for structures located in an "All or "V" zone? Yea o N/A 4. on lots in multiple flood zones, are flood zone lines indicated? Yes N/A 5. Is property in a flood Way? Yes N/A 6. Is flood way line shown? Yes o N/A II. Site Plan: (FBC 104.2.41 1. Is Site Plan submitted? es No N/A 2. Is North arrow shown? No N/A 3. is lot width and length shown? No N/A 4 . Is structure shown on site plan with all setback dimenaions? 4 ) Yee ® N/A 5. Does structure layout match the floor plan? raar e 6C (VF� No N/A 6. Are drainage/storm water run-off requirements noted? f"t JAW- 61d iV9N� N/A 7. Are all easements shown? 0"6e der;Lvc Yes No N/A 8. - Is proposed driveway shown? ® No N/A 9. Is landscape and irrigation layout shown? Yes (j§� N/A 10. Is septic tank and drain field location shown? Cc�'`a.wc,. Yea No /A 11. Is L.P. gas tank k size shown? fir:..( Yes No N/A III. structure Code Compliance: �1 1. Are plans sealed by architect or engineer? Q Ye No N/A A. Are structural calculations submitted? es ® N/A 2. Is correct wind speed shown? [FBC Figure 1606) (zE)VAf A"TAJ Year—, N/A 3 . Is exposure category shown? [FBC 1606.1.81 Yes N/A 4. Is Importance Factor shown per FBC Table 1606? Yes N/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yes No N/A 6. Does structure meet requirements of FSC Table 500 for number of stories and allowable area? Yes N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Ye 1p N/A 8. Are plans designed per SBTD 10-99? Yes N/A A. Are all appropriate charts and tables shown? Yes N/A B. Are all appropriate requirements circled or highlighted? Yes N6` N/A 1 REsiDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in High wind Areas"? Yes rNo N/A A. Are all appropriate charts and tables shown? Yes CN9 N/A S. Are all appropriate requirements circled or highlighted? Yes N/A 10. Are plans designed per "WPPC Guide to Wood Construction in High wind Areas"? Yes � N/A A. Are all appropriate charts and tables shown? Yes N/A a. Are all appropriate requirements circled or highlighted? Yea N/A,__ 11. Are plans designed per "AF 6 PA Wood Frame Construction (�o C�uOCtiL46- Manual for One- and Two-Family Dwellings, High Wind Edition"? YesN/A Are all appropriate charts and tables shown? Yes N/A Are all appropriate requirements circled or highlighted? Yes N N/A IV. Energy Code Information: 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yes (j^` :j) N/A 2. Does conditioned square feet area on plane match square feet � shown on energy forms? Yes V"i N/A 3. Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1.1] Yes N 4. Is the "R•' value for added insulation on exterior walla shown? Yea N/A S. Is the "R•' value for ceilings shown? [FBC 13-604.1.ABC.11 ®No N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes 499D N/A a -7. Are Energy Credits Claimed? Yee N/A At A. Attic Radiant Barrier Credit [FBC 13-607.1.A.41 Yea N/A Sop, �`� B. White Roof Credit' [FBC 13-607.1.A.5) Yee o N/A SSV- C. Programmable Thermostat Credit [FBC 13-600.2.A.3.51 Yes N/A V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pads and concentrated loads? des No N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? <:aj� No N/A 3. Are all elevation changes in slab shown? ® No N/A 4. Is minimum concrete PSI shown? 5rk=r 5-9 • a No N/A 5. Is slab reinforcement shown? No - N/A A. Wire mesh size -and gauge? Stes %R. Okii S Yes No. N/A J s. Fibermesh reinforcement? U Yes No dZP 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.23Yes No N/A 04,6 ' 7. Is minimum slab on grade thickness shown? [FSC 1909.11 40" 4� No N/A 8. Is type of soil treatment for termites shown? [FBC 18163 Yes 494-P N/A g���. Q�cw•^s -9. Is perimeter slab reinforcement shown? [SSTD 10-991 Yes No Do plana show-bottom of foundation minimum of 12" below finish grade? [FBC 1804.1.31 Yes No QJJA _11, Do plans show concrete footings have a specified compressive 3a°O� strength of not less than 2500 PSI at 28 days? [FSC 1804.5.11 es No N/A ods' 12. If pile foundation shown, is Sealed Soils Report submitted? [FBC 1805.1) Yes N/A 13. Does plan indicate "No Wood Grade Stakes Permitted"? Yee o N/A 2 RESIDENTIAL CHECKLIST (Continued) VI. Typical Nall Section: 1. Is finished grade shown? Yes <� N/A 2. Is minimum floor elevation shown? <X_t3> No N/A A. Minimum 8" above adjacent grade? Yes N/A H. Minimum_I_U_ bgve crown of road or drainage plan submitted? CIEP No N/A C. Flood protection elevation? Yes cUP N/A D. Base flood elevation? Yes N/A 3. Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 �s No N/A 4 . Are all footing Bizes shown? No N/A 5. Are all horizontal reinforcements shown? No N/A A. Number and size of reinforcement? 2TR> No N/A B. Minimum lap? Yes (&P N/A 6. Is vertical reinforcement shown? UP No N/A 7. Are minimum 3" X 4" clean-Out and inspection openings shown? Yes y N/A 8. Masonry construction. A. Is exterior wall finish shown? <%g1D No N/A B. Is interior furring shown? y,P No N/A C. Is exterior wall insulation shown? � No N/A D. Is interior wall finish shown? No N/A 9. Wood Frame Construction A. is stud size, spacing, grade and lumber species shown? Yea No N/A B. Is exterior sheathing (type and thickness) shown? Yea No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes No N/A D. Is exterior wall finish shown? Yes No N/A E. Is interior wall finish shown? Yes No N/A F. Is wall insulation shown? Yes No N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.5] Yes No N/A H. Are shear wall segments shown? Yes No N/A A. Type of hold-downs shown? YeeNo 30. Are ceiling heights shown? [FBC 1203.2) Yes N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? ® No N/A 12. Is ceiling type shown, drywall thickness? <%P) No N/A 13. Are insulation baffles shown? 9,(do Yes No 492Y) 14, Roof Framing A. Are engineered trusses shown? Yes ( N/A B. Are conventional frame rafters used? qjEW:>No N/A 1. Rafter size shown? � No N/A 2. Species of lumber shown? No N/A 3. Grade of lumber shown? Z No N/A C. Type of roof sheeting shown? grg—A> No N/A 1. Thickness of roof sheeting shown? )j'p No N/A 2. Grade of roof shooting shown? Yes 51E) N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.11 .5 . <:]� 0�6 N/A D. Weight of Dry-In felt shown? Yes 49�-_>N/A E. Type of roof cover shown? ces No N/A 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507,3.71 Yes No lffx 2. Attachment of tile roof shown? [FSC 1507.4.5] Yes <InD N/A 3. Other roof covering and attachments shown? Yes No F. Length of roof overhead- shown? 6'JC4A'%a�'• No N/A G. Type of soffit an ascia shown? a No N/A H. Attic ventilation shown? Yes (ZD N/A I. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507.3,91 No N/A J. Type and g acLe of eave metal shown? 2t.sA►•! C e No N/A 15. Is anchorage of veneer shown? [FBC 14031 Yes No 3 RESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? N-i Yes N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2. Are all room dimensions shown? Yes N/A 3. Are all door and window sizes shown? Yes N/A 4. Are all emergency egress openings shown? Yes o N/A 5. Is required tempered glass shown at all hazardous locations? (FBC 2405.21 7 Yes No N/A 6. Are all vertical reinforcements shown? Yes N/A 7. Are all shear wall segments shown7 N%T N36T1e° Yes <g N/A 8. Are all hold-downs and hurricane anchorages shown? INEP No N/A 9. Is required attic access ahown7 YesT� N/A 10. Are all plumbing fixtures shown? V14) No N/A A. Is water heater size shown? Yea VID N/A 11. Are all electrical fixtures shown? <aD No N/A A. Is arc fault circuit interruptbr shown foz(::Ledroo (NSC 210-121 �R.�,`,j I NO N/A 12. Are all mechanical fixtures shown? Y s N/A A. Is air handler and condensor location shown? Yea W N/A B. Are exhaust fans shown? Yes 46U) N/A 13. Are all smoke detectors shown? (FBC 905.21 Yes <tf /A 14. Does one (1) bathroom on the first habitable floor level have a 29" net Clear door opening and handicap accessible' route? (FBC 11-111 WO TOOK sfiles. Yes <Q N/A 15. Does bedroom open directly into garage? Yes QjF;k�> N/A 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Nei -1 Yes ® N/A 17. Is Designer's name and address shown on plana? No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 and FSC 1012.1.5? Yes eN`&-% N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1?'? Yes No N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes <� N/A 21. Does floor plan show fireplace? � No N/A A. Does masonry fireplace have a detailed cross-sectional detail? , Yes No N/A B. Does pre-fabricated fireplace have copy of the* manufacturer's specifications'.;, ? Yes 4D N/A C. Is hearth size and detail shown? Yea o N/A D. Is mantel size, location and detail shown? Yea N/A 22. Are stair details shown? Yes No N/A A. Is .minimum stair width shown? [FBC Table 10041t4i b�>a-G� e'A"Yes 'o N/A B. Are tread and riser sizes shown? [FEC 1007.31 Yes N/A C. Do spiral stairwaye. comply with FBC 1007.8.27 ? Yes o N/A D. Are required landings shown? (FBC 1007,4) ? Yes No N/A E. Are handrail height, spacing and graepability details shown? (FBC 1007.5) Yes (Q) N/A F. I; required headroom clearance shown? [FBC 1007.71 ? Yea No N/A C., Are guardrail height, spacing and details shown? [PSC 1026.5) Yes (Z� N/A 23. If floor plan shown mixed construction, are mixed construction details shown? [May require engineering.) Yes No NLA 24. If required, are tenant separations shown? Yes No A. Duplex [FBC Table 704.11 B. Townhouse (FBC 704.41 4 RES IDENTIAL CHECKLIST (Continued) VII. Floor Plass. (Continued) 25. Are all columns and beams shown for porches and lanais? S7rtj.7 , (97 No N/A A. Are column type, site and anchorage shown? No N/A B. Are beam type, size, span and anchorage shown? 4[§N> No N/A 26. Are all linter an dam details shown? tag No N/A 27. Are engineering details provided for butt glass? Yes No VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yes No 2. Are all headers, beams, girders and interior bearing walls shown? q4jii) No N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? es No N/A B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? No N/A C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yes 'No cith D. Is ridge beam shown, including size, species and grade of lumber? es No N/A 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? $•a' <2MWNo N/A IX. Floor Framing. 1. Ia engineered floor truss Ian provided, showing loads, uplifts and connections? N/A 2. is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? <YeNo N/A 3. is floor sheeting indi ated, showing type, thickness j and nailing pattern? N�It PA-UERa n n('S+kswti/ ea H N/A X. Elevations. I. Does plan show four (4) elevations? LA6C 5..O I 'lla No N/A 2. Are attic ventilation requirements shown? Yes (OD N/A 3. Are roof pitch and overhang shown? XVi No N/A 4. Is chimney height and location shown? KG 4'-r-, Yes ® N/A S. Is cricket shown? (FBC 1507.3.9.43 <50D No N/A 6. Are all lanai/porch details shown? Yes JL5:�>N/A 7. Does plan show solid blocking required for ridge vents? Yes qW) N/A 8. Are condensate linea and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (PBC 1503.4.41 Yea �p N/A 9. Are gutter, downspouts and splash blocks shown? Yes dg) N/A 5 RESIDENTIAL CHECKLIST (Continued) XI. Structural Details. 1. I6 basic wind speed shown? [FBC Fig. 16061 IZ.an,o+ es No N/A 2. Are gable end bracing details shown? Yes No 4" 3. Are roof sheeting nailing zones shown? Yes (P N/A 4. Are protection ofopening details shown? [F8C 1606.1.41 Yeso N/A S. is importance factor shown? [FBC Table 1606) Yes N/A 6. Is structure designed to withstand interior pressures?e.t ek13LId aWP No N/A 7. Is exposure category shown? [FBC 1606 .1.8] Yee jro) N/A 8. Are wind pressures for components and cladding shown? FBC Table 1606.2B Yes N/A cp FBC Table 1606.2C Yes N/A 9. Are exterior windows and glass doors shown as approved by 1� independent testing laboratory and do they bear a label by HAMA Or WDMA or other approved label? [FSC 1707.4.2) Yes N/A 10. Are window and door installation and buck details shown? Yes _WD N/A il. Are mullion installation details and design criteria shown? Yee _W N/A 12- Are garage door positive and negative wind pressures shown as meeting requirements Of 1.5 X pressure? [FAC 1707.4.31 Yes N/A 13. Are garage door manufacturer's installation details provided? Yes djjN/A 6 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Campbell residence Builder: Address: 2055 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Dr. & Mrs James Campbell Jurisdiction Number: Climate Zone: North 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:60.0 kBtu/hr 3. Number of units,if multi-family SEER: 12.00 4. Number of Bedrooms 5 b. Central Unit Cap:48.0 kBtu/hr 5. Is this a worst case? No SEER: 12.00 6. Conditioned floor area(112) 6715 112 c. 2 Others Cap:54.0 kBtu/hr 7. Glass area&type a. Clear-single pane 655.0 ft' 13. Heating systems b. Clear-double pane 0.0 112 a. Electric Heat Pump Cap:60.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 112 HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 W b. Electric Heat Pump Cap:48.0 kBtu/hr 8. Floor types HSPF:7.00 a. Raised Wood R-19-0,964.0 IF c. 2 Others Cap:54.0 kBtu/hr b. Raised Wood,Adjacent R-19.0,296.0 ft2 c. I Others 184.0 112 14- Hot water systems 9. Wall types a. Electric Resistance Cap:80.0 gallons a. Concrete,Int Insul,Exterior R=10.0,731.0 112 EF:0.91 b. Concrete,Int Insul,Exterior R-10.0, 1341.0 112 b. N/A c. Concrete,Int Insul,Exterior R-10.0, 1544.0 112 d. Concrete,Int Insul,Adjacent R-10.0,424.0 112 c. Conservation credits e. Frame,Wood,Adjacent R-11.0,201.0 112 (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated beat pump) a. Single Assembly R-22.0,78.0 ft2 15. HVAC credits b. Single Assembly R-22.0,3090.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 175.0 ft2 MZ-C-Multizone cooling, b. 3 Others 350.0 ft W-H-Multizone heating) Total as-built points: 54314.00 Glass/Floor Area: 0.10 Total base points: 68918.00 PASS I hereby certify that the plans and specifications covered Review of the plans and ZgE S by this calculation are in compliance with the Florida specifications covered by this Energy Code, calculation indicates compliance PREPARED BY F: with the Florida Energy Code. Before construction is completed DATE: V) 27T,57 this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Flo Code. Florida Statutes. 0 OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: EnergyGauge4D(Version: FLR1 PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 6715.0 33.05 39853.1 Single,Clear N 1.5 16.0 6.0 20.36 0.99 121.5 Single,Clear N 1.5 16.0 6.0 20.36 0.99 121.5 Single,Clear N 1.5 16.0 20.0 20.36 0.99 405.0 Single,Clear E 1.5 18.0 10.0 44.69 1.00 444.9 Single,Clear E 1.5 18.0 56.0 44.69 1.00 2491.7 Single,Clear E 1.5 18.0 48.0 44.69 1.00 2135.8 Single,Clear E 1.5 18.0 56.0 44.69 1.00 2491.7 Single,Clear E 2.0 16.0 12.0 44.69 0.99 531.5 Single,Clear W 11.0 6.0 35.0 40.92 0.42 597.3 Single,Clear S 20.0 6.0 12.0 38.10 0.43 197.5 Single,Clear W 5.0 6.0 10.0 40.92 0.57 233.7 Single,Clear N 20.0 6.0 21.0 20.36 0.59 253.6 Single,Clear S 1.5 12.0 8.0 38.10 0.98 300.0 Single,Clear N 1.5 12.0 8.0 20.36 0.99 161.4 Single,Clear S 1.5 6.0 24.0 38.10 0.86 782.9 Single,Clear E 2.0 6.0 10.0 44.69 0.85 379.0 Single,Clear E 2.0 6.0 32.0 44.69 0.85 1212.8 Single,Clear N 1.5 6.0 12.0 20.36 0.94 229.3 Single,Clear N 1.5 6.0 21.0 20.36 0.94 401.3 Single,Clear E 60 6.0 48.0 44.69 0.52 1110.9 Single,Clear E 6.0 6.0 42.0 44.69 0.52 972.0 Single,Clear S 1.5 6.0 24.0 38.10 0.86 782.9 Single,Clear E 2.0 6.0 16.0 44.69 0.85 606.4 Single,Clear E 2.0 6.0 16.0 44.69 0.85 606.4 Single,Clear N 1.5 6.0 24.0 20.36 0.94 458.6 Single,Clear W 2.0 6.0 15.0 40.92 0.85 521.4 Single,Clear W 2.0 6.0 15.0 40.92 0.85 521.4 Single,Clear W 2.0 6.0 18.0 40.92 0.85 625.6 Single,Clear W 2.0 6.0 15.0 40.92 0.85 521.4 Single,Clear W 2.0 6.0 15.0 40.92 0.85 521.4 As-Built Total: 655.0 20740.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 625.0 0.7 437.5 Concrete, Int Insul,Exterior 10.0 731.0 0.47 347.2 Exterior 3616.0 1.70 6147.2 Concrete,Int Insul,Exterior 10.0 1341.0 0.47 637.0 Concrete,Int Insul,Exterior 10.0 1544.0 0.47 733.4 Concrete,Int Insul,Adjacent 10.0 424.0 0.43 180.2 Frame,Wood,Adjacent 11.0 201.0 0.70 140.7 Base Total: 4241.0 6584.7 As-Built Total: 4241.0 2038.5 EnergyGauge®DCA Form 60OA-97 EnergyGauge@/ResFREE'97 FLR1 PA 202 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 63.0 2.40 151.2 Exterior Wood 21.0 6.10 128.1 Exterior 139.0 6.10 847.9 Exterior Wood 88.0 6.10 536.8 Exterior Wood 30.0 6.10 183.0 Adjacent Wood 63.0 2.40 151.2 Base Total: 202.0 999.1 As-Built Total: 202.0 999.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 3019.0 0.60 1811.4 Single Assembly 22.0 78.0 1.54 120.3 Single Assembly 22.0 3090.0 1.54 4767.4 Base Total: 3019.0 1811.4 As-Built Total: 3168.0 4887.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 184.0(p) -37.0 -6808.0 Slab-On-Grade Edge Insulation 0.0 184.0(p) -41.20 -7580.8 Raised 1260.0 -3.99 -5027.4 Raised Wood,Adjacent 19.0 296.0 0.40 118.4 Raised Wood,Stem Wall 19.0 964.0 -1.50 -1446.0 Base Total: -11836A As-Built Total: 8908A INFILTRATION Area X BSPM = Points Area X SPM = Points 6715.0 10.21 68560.1 6715.0 10.21 68560.1 Summer Base Points: 106073.1 Summer As-Built Points: 88317.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Coaling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 88317.8 0.148 0.930 0.284 1 A00 3460.8 88317.8 0.185 0.930 0.284 1.000 4326.1 88317.8 0.370 0.930 0.284 1.000 8652.1 88317.8 0.2% 0.930 0.284 1.000 6921.7 106073.1 0.3573 37899.9 88317.8 1.00 0.930 0.284 1.000 23360.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 6716.0 9.76 11802.7 Single,Clear N 1.5 16.0 6.0 27.44 1.00 164.6 Single,Clear N 1.5 MO 6.0 27.44 1.00 164.6 Single,Clear N 1.5 16.0 20.0 27.44 1.00 548.6 Single,Clear E 1.5 18.0 10.0 21.24 1.01 213.5 Single,Clear E 1.5 18.0 56.0 21.24 1.01 1195.7 Single,Clear E 1.5 18.0 48.0 21.24 1.01 1024.9 Single,Clear E 1.5 18.0 56.0 21.24 1.01 1195.7 Single,Clear E 2.0 16.0 12.0 21.24 1.01 257.0 Single,Clear W 11.0 6.0 35.0 23.35 1.22 996.1 Single,Clear S 20.0 6.0 12.0 15.43 3.66 677.6 Single,Clear W 5.0 6.0 10.0 23.35 1.15 268.1 Single,Clear N 20.0 60 21.0 27.44 1.03 592.0 Single,Clear S 1.5 12.0 8.0 15.43 1.00 123.0 Single,Clear N 1.5 12.0 8.0 27.44 1.00 219.5 Single,Clear S 1.5 6.0 24.0 15.43 1.12 413.8 Single,Clear E 2.0 6.0 10.0 21.24 1.06 225.3 Single,Clear E 2.0 6.0 32.0 21.24 1.06 720.9 Single,Clear N 1.5 6.0 12.0 27.44 1.00 330.1 Single,Clear N 1.5 6.0 21.0 27.44 1.00 577.6 Single,Clear E 6.0 6.0 48.0 21.24 1.29 1310.9 Single,Clear E 6.0 6.0 42.0 21.24 1.29 1147.0 Single,Clear S 1.5 6.0 24.0 15.43 1.12 413.8 Single,Clear E 2.0 6.0 16.0 21.24 1.06 360.4 Single,Clear E 2.0 6.0 16.0 21.24 1.06 360.4 Single,Clear N 1.5 6.0 24.0 27.44 1.00 660.1 Single,Clear W 2.0 6.0 15.0 23.35 1.04 365.2 Single,Clear W 2.0 6.0 15.0 23.35 1.04 365.2 Single,Clear W 2.0 6.0 18.0 23.35 1.04 438.3 Single,Clear W 2.0 6.0 15.0 23.35 1.04 365.2 Single,Clear W 2.0 6.0 15.0 23.35 1.04 365.2 As-Built Total: 656.0 16060.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 625.0 3.6 2250.0 Concrete,Int Insul,Exterior 10.0 731.0 3.40 2485.4 Exterior 3616.0 3.70 13379.2 Concrete,Int Insul,Exterior 10.0 1341.0 3.40 4559.4 Concrete,Int Insul,Exterior 10.0 1544.0 3.40 5249.6 Concrete,Int Insul,Adjacent 10.0 424.0 2.82 1197.6 Frame,Wood,Adjacent 11.0 201.0 3.60 723.6 Base Total: 4241.0 15629.2 As-Built Total: 4241.0 14216.8 EnergyGauge@ DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 63.0 11.50 724.5 Exterior Wood 21.0 12.30 258.3 Exterior 139.0 12.30 1709.7 Exterior Wood 88.0 12.30 1082.4 Exterior Wood 30.0 12.30 369.0 Adjacent Wood 63.0 11.50 724.5 Base Total: 202.0 2434.2 As-Budt Total: 202.0 2434.2 CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points Under Attic 3019.0 1.20 3622.8 Single Assembly 22.0 78.0 1.70 132.6 Single Assembly 22.0 3090.0 1.70 5253.0 Base Total: 3019.0 3622.8 As-Built Total: 3168.0 5385.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 184.0(p) 8.9 1637.6 Slab-On-Grade Edge Insulation 0.0 184.0(p) 18.80 3459.2 Raised 1260.0 0.96 1209.6 Raised Wood,Adiacent 19.0 296.0 2.20 651.2 Raised Wood,Stem Wall 19.0 964.0 0.80 771.2 Base Total: 2847.2 As-BuiR Total: 4881.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 6715.0 -0.59 -3961.8 6715.0 -0.59 -3%1.8 Winter Base Points: 32374.3 Winter As-Built Points: 39015.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 39015.9 0.148 0.930 0.487 1.000 2618.6 39015.9 0.185 0.930 0.487 1.000 3273.3 39015.9 0.370 0.930 0.487 1.000 6546.6 39015.9 0.296 0.930 0.487 1.000 5237.3 32374.3 0.5340 17287.9 39015.9 1.00 0.930 0.487 1.000 17675.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 80.0 0.91 5 1.00 2655.47 1.00 13277.4 As-Built Total: 13277.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 37899.9 17287.9 13730.0 68917.8 23360.7 17675.9 13277.4 54313.9 EFP: ASS EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR1 PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2055 Beach Ave,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK___ Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sg.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seat between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiftration barrier is installed that extends �._ ___from _and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"seated unless backed by truss or joint members. -- — EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the pefimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiting plane of top floor;around shafts,chases, soffits,chimneys,cabinets seated to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from _ conditioned space,tested. _ Mutti-stoiy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.— — -- — Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS_ SECTION REQUIREMENTS CHECK_ Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or curly marked circuit breaker ele nc)or cutoff(gas)must be provided.External or built-in heat trap required. _ Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. _ Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. JCommon ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge@/ResFREE'97 FLR1 PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.1 The higher the score,the more efficient the home. Dr. & Mrs James Campbell, 2055 Beach Ave, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:60.0 kBtu/hr _ 3. Number of units,if multi-family i _ SEER: 12.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 6715 ft2 c. 2 Others Cap:54.0 kBtu/hr _ 7. Glass area&type a. Clear-single pane 655.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 a. Electric Heat Pump Cap:60.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:7.00 _ d.Tintiother SC/SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:48.0 kBtu/hr 8. Floor types _ HSPF:7.00 a. Raised Wood R=19.0,964.0 ft2 _ a 2 Others Cap:54.0 kBtu/hr b.Raised Wood,Adjacent R=19.0,296.0 112 _ c. I Others 184.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:80.0 gallons a. Concrete,Int Insut,Exterior R=10.0,731.0 ft2 _ EF:0.91 _ b.Concrete,Int Insul,Exterior R=10.0, 1341.0 ft2 _ b.N/A _ c. Concrete,Int Insul,Exterior R=10.0, 1544.0 ft2 _ d.Concrete,Int Insul,Adjacent R=10.0,424.0 ft2 _ c. Conservation credits _ e. Frame,Wood,Adjacent R=11.0,201.0 ft2 (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=22.0,78.0 112 _ 15. HVAC credits _ b. Single Assembly 8-22.0,3090.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 175.0 ft2 _ RB-Attic radiant barrier, b. 3 Others 350.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) THE sT in this home before final inspection. Otherwise,a new EPL Display Card will be completed ,yo based on installed Code compliant features. Builder Signature: Date: a r Address of New Home: City/FL Zip: f�COD W-E *NOTE: The home's estimated energy per score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStaf' designation), your home may qualify for energy efficiency mortgage (EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850,487-1824. EnergyGauge(k(Version: FLRIPA 2.02) RIGHT-J BUILDING ANALYSIS REPORT First Floor a Indoor Environmental Solutions 2716 Herschel St,Jacksonville,FI 32205 Phone:904-384-9354 Fax:904-384-9819 Project • • For: Dr.James Campbell 2055 Beach Ave,Atlantic Beach, FI Design Information Htg Cig Infiltration Outside db(°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 3 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Component Btuh/ft2 Btuh %of load infitrwim Walls 2.6 4028 28.2 Windows 32.7 1470 10.3 Doors 15.2 956 6.7 Ceilings 1.5 913 6.4 Floors 26.7 4945 34.6 VA dor" 0 Infiltration 18.4 1983 13.9 0- Ducts 0 0.0 Total 14296 100.0 Cooling Component Btuh/ft2 Btuh %of load Walls 1.7 2588 25.1 WAS, IrtemaI Gakm Windows 31.0 1395 13.5 Doors 12.7 800 7.8 Ceilings 2.2 1328 12.9 Floors 0.0 0 0.0 Infiltration 11.1 1202 11.7 Ducts 0 0.0 h0mbo" Internal gains 3000 29.1 D0 Total 10313 100.0 Cooling at 76%SHR= 1.1 ton Cooling air flow=402 cfm/ton Cooling at 70%SHR= 1.2 ton Cooling at 400 cfm/ton= 1.1 ton Overall U-Value=0.151 Btuh/ft2--°F WARNING:window to floor area ratio=3.2%-less than 10%. wnghtsoft Right-Sude Residential-5.0.58 RSR29784 2001-Nov-27 19.21:47 f.;.n I:\Documents and Settings\customer\My Documents\EDS\Wrightsoft HVAC\Template\Dr.James CampWl rsr Page 1 RIGHT-J BUILDING ANALYSIS REPORT Second Floor Indoor Environmental Solutions 2716 Herschel St,Jacksonville,FI 32205 Phone:904-384-9354 Fax:904-384-9819 For: Dr.James Campbell 2055 Beach Ave,Atlantic Beach, FI Design • • Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db(OF) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 3 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/lb) - 65 • Component Btuh/ft2 Btuh %of load wase J^iR""°^ Walls 2.5 6045 23.1 Windows 32.7 8200 31.4 Doors 15.2 1366 5.2 Ceilings 1.5 1057 4.0 Flatus Floors 2.3 3200 12.2 Infiltration 18.4 6260 24.0 Ducts 0 0.0 °o°`�s Total 26129 100.0 Component Btuh/fI2 Btuh %of load wals Walls 1.6 3719 7.2 Windows 77.6 19482 37.9 Doors 12.7 1143 2.2 Ceilings 2.2 1538 3.0 + - Floors 0.9 1294 2.5 Infiltration 11.1 3794 7.4 Ducts 0 0.0 Internal gains 20400 39.7 °ate ,,,■�ao„ Total 51369 100.0 Cooling at 73%SHR=5.9 ton Cooling air flow=388 cfm/ton Cooling at 70%SHR=6.1 ton Cooling at 400 cfm/ton=5.7 ton Overall U-Value=0.125 Btuh/W--*F WARNING:window to floor area ratio=8.5%-less than 10%. %r. wnghtsC►ft Right-Suite ResidentialTM 5.0.58 RSR29784 2001-Nov-27 1921:47 r`#CCK lADocuments and Settings\customer\My DocumentslEDS\Wrightsoft HVAMTemplate0r.James Campbell.rsr Page 2 RIGHT-J BUILDING ANALYSIS REPORT a Third Floor i Indoor Environmental Solutions 2716 Herschel St,Jacksonville,FI 32205 Phone:904-384-9354 Fax.904-384-9819 Project • • For: Dr.James Campbell 2055 Beach Ave,Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 33 20 Fireplaces 3 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 • Wok mRxrme Component Btuh/ft2 Btuh %of load / Walls 2.5 4094 16.7 Windows 32.7 6959 28.4 Doors 15.2 455 1.9 Ceilings 1.5 3684 15.0 w Floors 26.7 4838 19.8 Infiltration 18.4 4461 18.2 Ducts 0 0.0 Total 24491 100.0 Component Btuh/ft2 Btuh %of load Wah Walls 1.6 2518 8.4 Windows 73.4 15639 52.1 Doors 12.7 381 1.3 Ceilings 2.2 5359 17.9 Floors 0. 0 0.0 Infiltration 11.11 2704 9.0 / Ducts 0 0.0 «ffie Internal gains 3420 11.4 Total 30021 100.0 Cooling at 82%SHR=3.1 ton Cooling air flow=481 cfm/ton Cooling at 70%SHR=3.6 ton Cooling at 400 cfmfton=3.8 ton Overall U-Value=0.134 Btuh/ft2--°F WARNING:window to floor area ratio=9.0%-less than 10%°. wr140h1t:SC) t Right-Suite Residential-5.0 58 RSR29784 2001-Nov-27 19:21:47 ; fI:\Documents and Settings\customer\My Documents\EDS\Wrightsoft HVAC\Template\Dr.James Campbeltrsr Page 3 WATER IMPACT FEE WORK Lei SHEET ADDRESS: �S r' :cu= t/ F 10,fCc P(ts n )(, 5 F-d) DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting.of water closet, lavatory, 3 flr bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 2-- Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 t Drinking fountain Z,C ((. 112 -- t Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or .� ' 'L7 . dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 3 ( 1 Shower compartment, domestic 2 Z' Sink 2 �— Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Q Water closet,private installation 4 U Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ a CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address si c C �� F l STr'S SFH) Data t/ 62, Heated Square Footage @ $ per sq ft = $ Garage/Shed ov 0 @ $�v 1per sq ft = $ � N Carport/Porch A- @ $ per sq ft = $ Deck _@ $ per sq ft = $ Patio ost, @ $ per sq ft = $ TOTAL VALUATION : $�0� Total Val/uation 1st $ 'T'DO&� $ D 6 Rem nin Value �Vportion e)Oper thousand thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 3 3 0 (,15) Fireplaces @ $15 .00 $ qS BUILDING PERMIT FEE $ 0 3 _ WATER IMPACT FEE $ / 4 O SEWER IMPACT FEE $ --- 6 �- WATER METER/TAP $ CAPITAL IMPROVEMENT $ '— SEWER TAP $ �- P-000) RADON (HRS) .0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $______ SURCHARGE . 0050 $ THER $ GRAND TOTAL DUE $ M z 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 DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23891 Address: 2055 BEACH AVENUE Permit.Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 15. Proposed Use: SINGLE FAMILY Lot(s):72 & pt 73 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 2,000,000.0.0 OWNER INFORMATION ----� Date Issued: 4/19/2002 Name: CAMPBELL, JOSETTE Total Fees: 7,302.50 Address: 2055 BEACH-AVENUE Amount Paid: 7,302.50 ATLANTIC BEACH, FL 32233 Date Paid: 4/19/2002 Phone: 000)000-0000 Work Desc: CONSTRUCT NEW HOME PER PLANS RADON 2000-SCHG-6500 CONTRACTOR(S) - -A;tom = _ APPLICATION FEES DANA B KENYON COMPANY == =` 7,035.00 - E 190.00 9.50 0.50 35.00 rx3• 29.25 3.25 NOTICE` w TION BUILDING MATERIA` _ 1C 6PACE,AND MUST BE CLEARED. "FAILURE TO COM 4 IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPRO D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR .-- --,✓a 1m: TYPO: OC Drava• 1 Date: 5/0110241 Rksipt no: 54312 ATLA C BEACH B ILDING 11T ILDIf16 1 1T135.11 2155 UACK CL CSS 1254 87312.51 TfM 11110CI 3AIM Tine: 16:77:57 ROPERTY DESCRIPTION 7 72 &' 1d12 73 Lot # ock # section # Subdivision: North At 1 antic Reach Unit 1 C Street Name DESCRIPTION or Address: 2055 Beach Avenue 'Z (If in a FLOOD HAZARD Flood Zone: AO area complete page 3) Brief Description Single Family Residence Class of Work: (New/ Remodel/Addition: New ZONING INFORMATION Type of Construction: V Zoning Proposed District: RS 2 Use: Residential Estimated Value S 2 ,000, 000 Exceptions or Variances Materials: Masonry Walls , Wood Frame , Granted: Roof and Floors Solid or Filled Ground: Slab Roof: Tile Method of Heating: Electric OWNER INFORMATION Property Owner: Dr- & Mrs . James C. Campbell Phone: ( 904 ) 247-3535 Mailing Address 10 :feaq�x (St-(kC%N1 *�-L. Zi-p: Z 7- 3 CONTRACTOR INFORMATION Contractor: Dana B. Kenyon Company Phone: ( 904 ) 777-0833 Mailing Address: 5772 Timucpjana Rnacj Jarksonvifief Florida zip: -A991 () Expiration 8/31/02 STATE LICENSE NO: CGCO23080 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 TdIS"TYPE WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTjGF 0 S I PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF AN RULES, REGULATION I ORDINANCES,, WS IN ANY MANNER, INCL G OF OR PERFO� 1� i fld1aryJ1F[NkMft1& P E CONSTRUCTION CONSTRU TION OF THE PROPERTY. ftgWk HE THIS ISSUANCE OF PE T I ON NG T UPON HE ABOVE INFORMATION BE THAT THE PLAN P DA HAVE EN OR SHALL BE PROVIDED RPM 798770 Owner Signatur !/I Contractor Si ature,� DATE SWORN TO SUBSCRIBED BEFORE 1v1E BY THIS1Sf DAY OF Okiem her- NONDA L. HOLI_ PUBLIC H NOTARY PUBLIC, STATE OF -FLORIDA %" ' MY commission expires Aug. 11, 2002 A., f Cadirilission No. CC 766809 CITY OF ATLANTIC BEACH -'' 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025950 Date 4/30/03 Property Address . . . . . . 2055 BEACH AVE Tenant nbr, name . . . . . . BUILD/REPAIR DUNE WALK Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 15000 Owner Contractor ------------------------ ------------------------ JAMES & JOZETTE CAMPBELL DANA B. KENYON 30 20TH ST 5772 TIMUQUANA RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 247-3535 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee 52 . 50 Issue Date . . . . Valuation . . . . 15000 Expiration Date 10/30/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total 52 . 50 52 . 50 . 00 . 00 Grand Total 157 . 50 157 . 50 . 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 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ." za BUILDING OFFICIAL Rpr 29 03 10: 46a Information Systems 247-5845 p,2 ,Jv ytl %r fJ j CITY OF ATLANTIC BEACH in BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) 4/29/03 Date: 1obAddress: 2055 Beach Ave . Atlantic Beach, FL 32233 Owner of Property: James C. Campbell Jr. Address: 30 20th Street Atlantic Beach , FL Telephone: 904-247-3535 Legal Description: Block Number: LotNumber:72 pt. 73 Zoning District: North Atlantic Beach Contractor. Dana B Kenyon Company+ State License Number: CGCO23080 Contractor's Address: 5772 Timuquana Rd. Jacksonville , FL 32210 Telephone: 904-777-0833 Fax: 904-777-4408 Describe proposed use and work to be done: repair existing dune walkover Per DEP regulations Present use of land or building(s): Residential Valuation of proposed construction: $15 , 000 . 00 What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? no New electrical or increase in service? no New plumbing fixtures? no New fireplace? no New heating/air conditioning? no Is approval of Homeowner's Association or other private entity required? no if yes,please submit with this application. Will this project involve changes in elevation,site grade or soy use of fill material or the removal of any trees? ®NO. Applicant certifies that no change in site grade 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 aoproariate 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 Lwrectly verify zoning designation, pieasc love 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, %Titten verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lara,Atlantic Beach FL 32233 Telephone:(9134)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.adantic-beach.11.us Page 1 Revised I114l03 Apr 29 03 10: 46a Information Systems 247-5845 p,3 In addition to consuvction 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 ealedations: 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 applicat I hereby certify tha i information provided with this applicati is rrec Signature ofo Date: I hereby certify that I have read and examined this a pli ion and kno the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be compli with,whether specified herein or not. The gaming 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 popem. 1 understand that the issuance of this permit is contingent upon the above information being true and correct and that the pians and supporting data have been or shall be provided as required. - Z� - Signature of Contractor: Date: 03 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Tom White @ Dana B. Kenyon Company Mailing Address: 5772 Timuquana Rd. Jacksonville , FL 32210 Telephone: 904-777-0833 Fax: 904-777-4408 E-Mail: twhite@dbkenyon.com AS TO OWNER: Sworn to and subscribed before me this 1 ' day of ,20 State of Florida,County of Duval V " S. J. GRAY �' Nota 's Signature: e NOTARY PUBLIC,STATE OF FLORIDA ry g 'A My eommisSion expires April.l3,2007 91 '7r.� Commission No. DD202977 9 Personally known 0 Produced identification Type of identification produced AS TO CONTRACTOR: Q� Sworn to and subscribed before me this r ' day of ,2003 . State of Florida,County of Duval �. S. J. GRAY Notary's Signature: NOTARY PUBLIC, STATE OF FLORIDA personally known My commission expires April.l3,2007 Commission No. DD2o2977 0 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.atiantic-beach.il.as Page 2 Reviscd 1/14103 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: 4e' 3 Job Address: Owner of Property: _ -S JqM(- n � nnc/L�O Address: ,0 .1Qy-% XWFf f_ fT�"a^h C Telephone: al(K7- 3673.5 Legal Description: Block Number: Lot Number: Zoning District: Contractor: 0Gt/AAW— State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: So 'I &A e 41A IK oelyL, /!p0 k AA d r a ex;fHA& Present use of land or building(s): 1?-eS i �',4 L Valuation of proposed construction: O !K,MO 4PV Vc . What are the dimensions of the added space: I (0 0 feet x `r! feet Will the added area be heated and cooled?_�Ii_ New electrical or increase in service? IJ]A New plumbing fixtures? New fireplace? New heating/air conditioning? t-J f A Is approval of Homeowner's Association or other private entity required? _If yes,please submit with this application. Will this ploject involve changes in elevation,site grade or any use of y trees? O. Applicant certifies that no change in site grade or fill it t. ❑ YES. See Step 2 below. Approval of the Public Works Depai :e of a Building Permit. Applicant certifies that no trees will be removed for the j`7 ❑ YES. Removal of Trees will be required for this project. REQUIRED. Tree Removal Permits to be reviewed by the Tree Conserv. as each month. Procedure: In order to expedite issuance of permits, please follow all steps Ana proviue mrzmon"tion 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.ei.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 certify that all' rmation provided with this application is correct. Signature of owner: Date: � - aY' o3 I hereby certify that ave 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 and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this l') day of 20� State of Florida,County of Duval R Notary's Signature: - )( X t.A /1 `.OW Myr;: JENNIFER SCHLUETER ;.; MY COMMISSION a DD 121301 El personally known Via•, :'a EXPIRES:May 27,2006 produced identification Bonded Trtru Notary Public Underwriters Type of identification produced F1 Dl-`' AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ 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.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 4pr ,23 , NO3 2:69PM No � 4733 P , 2/4 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 017 0 8 2 Bureau of Beaches and Wetland Resources - "!� 3900 Connnonwealth Blvd.-MS 300 Permit Nrrniber: R A j Talla6aseae.FL 32399-3000 (830)487.4475 No.ofPasmAtrached: FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052.FLORIDA STATUTES FINDINGS Or FACT AND CONCLUSIONS OF LAW: The request for a permit was ocneidered by the staff designee of the Department of Br+viroamental Protection and found to be in compitionov with the requirements of Chapter 62&33,Florida Administrative Code(FA.C.). Approval is specifically limitci 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 Paregraph 161.0530,Florida Statutes, This permit may be suspended or revoked in accordance with Section 62- 4.100,F.A.C. PROJECT IAA ATIONt SP'y - Ai ser- "' * &aa r p PROJ"DRSICRIPTION: Zle./'y'f 0 V c? ar= V6-C o 64 em-- 1-b SPECIAL PRRMIT CONDITIONS: This permit is valid only Ww all applicable femoral,state,and local permits are obtained and does not authorize contravention of local setbaalt requirements or toning or building codes, This permit and public notice shall be posted on the site immodiately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit. Mor epecial conditions ofthis permit include: ICaOsC� GG. /�� l.+t.P C�. '7� 1"T'- G✓I�r h•1�x/�!JrYi . � fel d�� S-t°a�cl� ,�� �� �ieur✓T�tzr_ b Chi✓!* C.��'r— /4- . ► STA Tfgri;R : The p1212rs��Mth tl"t l la fait conditions. APPLICANT IPIPORMA,Ti IONt I hereby certifyy that I am either: (14)the owner of the subb��'cot property gI (1b)I have the owner's ooneent to secure this permit on the owner's behalf,and that(2)1 shall obtain any applicable licenses or pertth which maybe required by federal,state,county,or municipal law prior to commencement of the authorized work; (3)I acknowledge that the authoilud work is witat I requested;and(4)I accept responsibility for compliance with all permit condi Applicants Signature J��—Daft ` `�' 03TeiephoneNo.An ,/ ������� Applicants Printed Name Address �7 7 Z T I�!►6,p [J a Me. oCe -XV/-'G. if applicant is an agent:. aax—s C&-ha ige lZ prbaed nares qfproperly owner property(iwner a ad&cja properly owner's ralep av+e aio. DEPARTMENT FINAL ACTION AND FILING AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Pivtoation by the undersigned staff'designee,and filod on this dato,pursuant to section 120,52,F.S,,with the undersigned deeignated Deputy Clerk,rwoipt ofwhich is hereby acknowledged, rq+a+8g--VaputyClerk Printed Name gf.Ueslgrwe/>putvClark Dart 41'V-a-L1`CNOTI(.9 IS ON THE)gAmCIC OF THIS PERMIT. EXPIRATION DATE: J (EmeCgenoy permits lammed pursuant to Section 62B-33,014,F-A.C.;ate valid for no mor:than ninety days and o r permits are v or no more than 12 months. 'rhe staff designee may specify a shorter time limit.) EMEROENCY PERMIT:13 YES❑ Nt] Appro%ad plans are attached: AYES LINO POST PERMIT AND PUBLIC NOTICE CONSPICUOUSLY ON TAE SITE DEP Form 73-IZI(Rev, 12/02) (Mis Copy-Tallahassre Office] [Yellow i,"opY-Appllcanij (PinkCopy-34 Designeej s :7 r l CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: t-j(`a Job Address: O?d 5'5 &44eL, CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. P PE TY OWNER/BUILDER h SWORN TO AND SUBSCRIBED BEFORE ME THISc DAY OF 20--,/ JENNIFER SCHLUETER := MY COMMISSION#DD 121301 ��- pz Bonded May 27,2006 N40Y PUBLI „pF onded Thu Notary Public Underwriters OMMISSION EXPIRES: N OVE. FL, L4 L-t 7--7 -Ll b -C., � rJ IN O COPY O 0 a I APPROVED CITY, OF ATLANTIC BEACH BUILDING OFFICE AJ"R 2 2003II oil -Tc) 4 Q) -ra JOSSITE Copy ca { t i t E 3t �ya po se t? t�j c. 160 . t B EACH DU N E WALK0Vr- , STEPS AS REQUIRED 2X8 SUPPORT 04 SUPPORT BEAMS POST #! # JOW tics fill !! #! # ! 2X8 JOISt 83 fillUS JOW !! !! ! # 2X8 DECKING T Y P I C A L P L A N SCALE : 1 f 4 1 — 0 " f 2X6 DECK Tt1 tu+tx�a NOT DIPPED GALY BOLTS do WASHERS 2x TREADS ZX t 2 STRINGS 2x8 JOIST 20% RAMP z SLOPE (2) 2X8 SUPPORT BEAM DUNE PROFILE °p 04 SUPPORT NOTE 1 u1 POST ALL LUMBER TO BE PRESSURE TREATED 71--0" TYP. Lj ALL CONNECTIONS TO BE ---•- -- -.� HOT DIPPED GALVANIZED T Y P E C ► L S T i3 OR sTazNLss STEEL. " -- O " 4X4 MAX. SUPPORT POSTS SCALE 4 4 2X t G MAX. SUPPORT BEAMS \BEACH STORM PROFILE 2X 12 MAX. STAIR STRINGERS (MAXIMUM EXPECTED RECESSION) JOISTS r THICK MAX. DECKING NOTE: PLACE STEPS ON BEACH SIDE OF MAXIMUM BEACH RECESSION SUPPORT POST SHALL NOT _" "ZTORM. BE ENCASED IN CONCRETE. UNITED ELECTRIC CO. OF JACKSONVILLE 5716 ST. AUGUSTINE RD JACKSONVILLE, FL 32207 (904) 731-4210 September 2, 2003 Mr. Don Ford Inspection Department , City of Atlantic Beach `° 800 Seminole Rd Atlantic Beach, FL 32233-5445 Project Name: Campbell residence Address: 2055 Beach Ave Permit#: 02-30023891 Dear Sir: We respectfully request a temporary final inspection. We will be responsible for anything that may occur due to the energizing of the service prior to the certificate of occupancy, and the approval and completion of the job. PPROVED /ioh s truly, , t t _CITY, OFBUILDING FICIE. ACH E. Gt`"1 m, Jr. >3u�L United Electric Co. of Jax. /, :. LUU C, Sworn and subscribed before me this 2"d Day of September 2003. 1/ EEm��'F NALD P.SHORT(Notary Public) COMMISSION#DD 189251My Commission Expires: July 2, 2007edXPNRotaryPublcun�wryters CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025840 Date 4/08/03 Property Address . . . . . . 2055 BEACH AVE Tenant nbr, name . . . . . . LOG STATION/GAS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- AEI INTERNATIONAL CORP 719 ARLINGWOOD AVENUE JACKSONVILLE FL 32211 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 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 PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 66 V) CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION �rI Date: Owner of Property: G !A-�,pb9-" 17 Job Address: 2 ,S- �t. Contractor: P \'E- Gzks 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 ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS �$[ Gas: �P _Natural _Central Utility BUILDING OR SITE? j Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE XATURE OF WORK INSTALLED Residential or Commercial New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor ❑ .-Replacement of existing system ❑ Air Conditioning: Room Central p/ New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfm ❑ Other-Specify El Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) Cl Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel El Boilers /` Permit Approved by Date Other–Specify In Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT A enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• httn://www.cLadantic-beach.fl.us 1/14/03 �'�.�•L`1 rJc� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD y ATLANTIC BEACH, FLORIDA 32233 � INSPECTION PHONE LINE 247-5826 -rJt�l� Application Number . . . . . 03-00027238 Date 11/12/03 Property Address . . . . . . 2055 BEACH AVE Tenant nbr, name . . . . IRRIGATION SYSTEM Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- -------- ------------- -------- --- ------------- CAMPBELL, JAMES SPECIALTY IRRIGATION SYSTEMS 11715 OLD PLANK RD JACKSONVILLE FL JACKSONVILLE FL 32220 (9 04) 783-4899 -------------------------------------- ----------------------- - ----- --------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 a 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. BUILDING OFFICIAL : . CITY OF ATLANTIC BEACH r} PLUMBING PERMIT APPLICATION �f Date: Z Property Address: Owner: C )9e Telephone#: Contractor: =2e(`u A(T,-r,4 Telephone#: Vey-�,?3 -YS99 Contractor Address: Pb+016 x6 • 7R-?cR_f722o'Fax#:9&Y-7K3 -001 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. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters y' Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http://www.ci.atiantic-beach.fl.us PREPARED 5;29/03, 17:46:50 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/30/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 2055 BEACH AVE SUBDIV: CONTRACTOR DANA B KENYON COMPANY PHONE OWNER JOSETTE CAMPELL PHONE ; PARCEL 169714-0000- - APPL NUMBER: 02-30023891 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 11 01 8/23/02 LJH BD SLAB 8/23/02 AP 10 01 9/03/02 LJH BD FOOTING 9/03/02 AP 10 02 10/22/02 LJH BD FOOTING TIME: 08:00 10/23/02 AP CELL FILL 10 03 10/24/02 LJH BD FOOTING TIME: 08:00 10/25/02 AP CELL FILL 11 02 10/25/02 LJH BD SLAB TIME: 08:00 10/28/02 AP 11 03 11/08/02 LJH BD SLAB TIME: 08:00 11/11/02 AP 10 04 11/19/02 DCF BD FOOTING TIME: 08:00 11/20/02 AP 17 01 1/29/03 LJH BD SHEATHING TIME: 08;00 1/29/03 AP 247-4763 13 01 5/15/03 LJH BD FRAMING TIME: 13;00 5/16/03 DP PARTIAL FRAMING AND COVER UP 247-4763 13 02 5/16/03 DCF BD FRAMING TIME: 17;00 5/20/03 AP * OVERRIDE TAKEN BY JSCHLUETER DATE; 05/16/03 TIME: 08:15:16 247-4763 15 01 5/20/03 DCF BD INSULATION TIME: 08:00 5/20/03 AP * OVERRIDE TAKEN BY JSCHLUETER DATE: 05/19/03 TIME: 16:55:02 PARTIAL INSULATION 3RD FLOOR 759-8579 13 03 5/30/03 LJH ------------------------------------------------------------------------------------------------ PERNIT: ELIC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 20 01 5/14/02 LJH EL TEMPORARY POLE 5/14/02 AP 23 01 5/14/02 LJH EL FINAL 5/14/02 AP 22 01 5/16/03 LJH EL ROUGH TIME: 13:00 5/17/03 AP 22 ._D�__�L30103LJH ---------- -------- ------------------------------------------------------------------------------------------------ PERMIT: ELIC 01 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------------------------=--------------- 22 01 5/30/03 LJH ---------- -------- ------------------------------------------------------------------------------------------------ PRRNTT! NRCR 00 MRCHANTCAL PRRNTT PREWIRED 529/03, 17:46:50 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/30/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 2055 BEACH AVE SUBDIV: CONTRACTOR DANA B KENYON COMPANY PHONE OWNER JOSETTE CAMPELL PHONE PARCEL . 169114-0000- - APPL NUMBER; 02-30023891 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 5/16/03 LJH ME ROUGH TIME: 13;00 5/17/03 32 02 5/30/03 LJH LJH---------- -------- ------------------------------------------------------------------------------------------------ PBRNIT: PLBG 00 PLUNBIX PERNIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 8/07/02 LJH PL ROUGH 8/07/02 AP 41 01 10/25/02 LJH PL UNDERSLAB TIME: 08:00 10/28/02 AP 42 02 10/25/02 LJH PL ROUGH TIME: 08:00 10/28/02 AP 43 01 2/26/03 LJH PL TOP OUT TIME: 17:00 2/27/03 AP PARTIAL TOPOUT AM OR PM 744-6604 X14 43 02 5/16/03 LJH PL TOP OUT TIME: 13:00 5/17/03 AP 43 03 5/23/03 DCF PL TOP OUT TIME: 08:00 5/23/03 AP 744-6604 43 04 5/30/03 LJH �� ---------- -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- LANTj�, F�ORIO�' OF ADDITIONS or CORRECTIONS D• NOT REMOVE JO®A00RESS OATS THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted FCi GlcC VA u [ L t,6 a-�.Ld ti F I<k— VC.DuV--. 4" GAS Lt 6 E r t2 P) lac uo Of-- I til 3 $ 00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been- made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. Schlueter, Jennifer From: Higgins, Larry J. Sent: Wednesday, January 07, 2004 8:25 AM To: Schlueter, Jennifer Subject: 2055 Beach Ave. Get letter from CONTRACTOR ( FOR FILE) Stating that owner wanted the stucco applied not according to code. So it looks like an old house. 1 JAN-DB-2004 THU 09:52 AM DANA B KENYON CO FAX NO, 9047774408 P, 01 _ i ` DANA B. KENYON C O M P A N Y January 8,2004 Attention: Building Inspector Via Facsimile City of Atlantic Beach Building Department 904/247-5826 800 Seminole Road Atlantic Beach, Florida 32233 Re: Campbell Residence 2055 Beach Avenue Atlantic Beach, Florida Dear Sir: The stucco was not applied according to code as directed by Dr. James and Jozette Campbell,owners of the above mentioned residence. Sincerely, DANA B. KENYON COMPANY 6�� 6— Tom White Project Manager. TAW cc: Jennifer @ Atlantic Beach Building Dept. 9772 TINUQUANA ROAD JACKSONVILLE, FL 32210 TL: 909.777.0.22 FX: 904-777-9906 CGCO23000 FLOODPLAIN DEVELOPMENT INFORMATION Location:: 2055 Beach Avenue , Atlantic Beach, Florida Type of Development: dingle Family Residence Flood Zone: AO Required Lowest Floor Elevation: 9. 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 made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COM NIENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans d suppo ' aha e been or shall be provided as required. I agree to comply with all applic ble pro sio f Or finance o. 25-7-11 and all other laws or ordinances affecting the pro ose deve Date 1 �D GSI Applicant's Sign turL. Department Use: ` Votary Pubic, S fife 01 rwrida Mx Comm. expires Dec.22, 2 Required Lowest Floor Elevation �. o,CC 198770 As Built Lowest Floor Elevation 2. 3. 2-- Survey Filed with Building Department Building Department Representati e QUAN TYPE SPAN Pl-HlOVERHANGSJOB MARK 8 FLO , .. .OP 00 0 ­17v51-029392 Fl 3x6= 5x5= 3x4= 3x4= S2 3x4= 3x4= 1.5x311 3x4= 3x4= 3x4= 5x5= A4@ 1-04-OOR S T D F U V HO 1W04-00 J T _ H 1-04-00 Q P O N G M L K 3x5= 3x4= 3x4= 3x4= E 3x4= 3x4= 3x4= 5x4= 3X4 1.5x3 I I Sl 3x4 3x6= ro ao TC 20-04-12 BC 10-04-08 1 20000 1 8-03-04 20-07-12 UniStar -- Version 39.6.2 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 1- 2- 2 V-L = 746 C L-W = 783 T NOTES: W-K = 845 C K-J = 886 T 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB H-J = 741 C I-H = 371 C SHOFFNER IND.,INC. (fl) TOP .52 4X 2 SP-#2 1892 I-H = 371 C 2. ANALYSIS CONFORMS TO BTM .97 4X 2 SP-#2 1892 TPI (ANSI/TPI 1-1995) . WBS .41 4X 2 SP-#3 1078 DL+LL DEFL = .52" IN T-D 3. UNBALANCED LOADS CHECKED REPETITIVE MEMBER STRESS USED. LL DEFL = .38" c BRG-SPAN/360 (UNBLN LD FAC = 1.00, .00) . SPAN/DEFL (DL+LL) = 474 4. ATTACH 2X6 STRONGBACK(S) LATERAL BRACING: BETWEEN BRGS. IN SPANS OVER TOP CHORD - CONTINUOUS TEE-LOK CORP., EDENTON, NC 10' AT APPROX. EQUAL INTER- BTM CHORD - CONTINUOUS ANSI/TPI 1-1995 ICBO-5423 fp) VALS NOT TO EXCEED 10' WITH PLATES - 20 GAUGE TEELOK20 3-16D NAILS TO VERT. WEB OR TRUSS SPACING - 16.0 IN. GRIPPING 414-290 PSI PER PAIR 2X4 VERT. SCAB ATTACHED IN INCLUDES 0t INCREASE FIELD W/2-16D TOP AND BOTTOM LOAD CASE #1 TENSION 1030- 924 PLI PER PAIR LUMBER STRESS INCREASE: .0t SHEAR 970- 498 PLI PER PAIR LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 JT TYPE PLATE SIZE X Y BTM CHD .0 5.0 A TOTAL 40.0 15.0 55.0 B 4000 3.00 X 4.00 1.5 CTR SUPPORT CRITERIA C 4010 5.00 X 5.00 1.5 1.5 JT REACT WIDTH JT REACT WIDTH D 1030 3.00 X 4.00 1.5 CTR LBS IN-SX LBS IN-SX E 1001 1.50 X 3.00 CTR CTR B 747 3- 8 I 747 3- 8 F 1001 1.50 X 3.00 CSR CTR G 1050 3.00 X 4.00 2.5 CTR H MEMBR CSI P(LBS) M@1ST M@2ND I 4000 3.00 X 4.00 1.5 CTR TOP CHORDS J 4010 5.00 X 5.00 1.5 1.5 C-R .21 764 C 0 -476 K 1010 5.00 X 4.00 CTR 1.5 R-S .28 1933 C 476 -497 L 1010 3.00 X 4.00 CTR CTR S-S2 .36 2709 C 497 0 M 1010 3.00 X 4.00 CTR CTR S2-T .47 2709 C 0 -747 N 1010 3.00 X 4.00 CTR CTR T-D .52 3079 C 747 214 O 1010 3.00 X 4.00 CTR CTR D-F .43 3098 C -214 -640 P 1010 3.00 X 4.00 CTR CTR F-U .40 3098 C 640 -112 Q 1010 3.00 X 5.00 CTR CTR U-V .32 2469 C 112 -429 R 1010 3.00 X 4.00 CTR CTR V-W .23 1585 C 429 -324 S 1010 3.00 X 4.00 CTR CTR W-J .14 547 C 324 0 T 1010 3.00 X 4.00 CTR CTR BOTTOM CHORDS U 1010 3.00 X 4.00 CTR CTR B-Q .01 0 T 0 1 V 1010 3.00 X 4.00 CTR CTR Q-P .36 1444 T -1 2 W 1010 3.00 X 4.00 CTR CTR P-O .59 2403 T -2 60 S1 1100 3.00 X 6.00 CTR .3 O-N .72 3002 T -60 -52 S2 1100 3.00 X 6.00 CTR .3 N-E .97 3098 T 52 629 E-G .97 3098 T -629 -367 G-M .80 2816 T 367 -17 M-S1 .50 2121 T 17 0 ° p) CV S1-L .54 2121 T 0 -123 L-K 29 1022 T 123 51 iC. K-I .02 0 T -51 0 WEBS B-A 372 C B-A = 372 C A-C = 744 C C-Q = 1017 T Q-R = 947 C R-P = 681 T P-S = 654 C S-O = 425 T O-T = 409 C T-N = 108 T P P R % \ry C� G-F = 181 C G-U = 376 T Y•'Pfl��O1�G OF�� U-M = 482 C M-V = 486 T $ QUAN TYPE SPAN PI-Hl OVERHANGS JOB MARK 36 FLO 111114 0 29392 F2 -04-00 HO 1-04-00 5x5= 3x4= 3x4= 1.5x3 I 3x4= 1.5x3 5x4= C M D F 0 P Q I H 1-04-00 L K E G N J B 3x4= 3x4= 1.5x311 3x4= 5XB= 1.5x311 3x4 m � 0 TC 11-06-14 m BC 5-04-08 2-00-00 4-03-14 0 11-11-14 UniStar -- Version 39.6.2 TEE-LOK CORP., EDENTON, NC NOTES: RUN DATE: 1- 2- 2 ANSI/TPI 1-1995 ICBO-5423 fp) 1. TRUSSES MANUFACTURED BY - PLATES - 20 GAUGE TEELOK20 SHOFFNER IND.,INC. (fl) CSI SIZE LUMBER 1.15FB GRIPPING 414-290 PSI PER PAIR 2. ANALYSIS CONFORMS TO TOP .28 4X 2 SP-#2 1892 INCLUDES 0t INCREASE TPI (ANSI/TPI 1-1995) . BTM .34 4X 2 SP-#2 1892 TENSION 1030- 924 PLI PER PAIR 3. UNBALANCED LOADS CHECKED WBS .25 4X 2 SP-#3 1078 SHEAR 970- 498 PLI PER PAIR (UNBLN LD FAC = 1.00, .00) . REPETITIVE MEMBER STRESS USED. 4. ATTACH 2X6 STRONGBACK(S) JT TYPE PLATE SIZE X Y BETWEEN BRGS. IN SPANS OVER LATERAL BRACING: A 10' AT APPROX. EQUAL INTER- TOP CHORD - CONTINUOUS B 4000 3.00 X 4.00 1.5 CTR VALS NOT TO EXCEED 10' WITH BTM CHORD - CONTINUOUS C 4010 5.00 X 5.00 1.5 1.5 3-16D NAILS TO VERT. WEB OR D 1030 3.00 X 4.00 1.5 CTR 2X4 VERT. SCAB ATTACHED IN TRUSS SPACING - 16.0 IN. E 1001 1.50 X 3.00 CTR CTR FIELD W/2-16D TOP AND BOTTOM F 1001 1.50 X 3.00 CTR CTR LOAD CASE #1 G 1050 3.00 X 4.00 2.5 CTR LUMBER STRESS INCREASE: 0$ H FABRICATOR NOTES: LOADING LIVE DEAD (PSF) I 1030 5.00 X 4.00 1.5 3.0 1.MAX. CLEARANCE OF 1/2" AT TOP CHD 40.0 10.0 J 4000 1.50 X 3.00 CTR CTR T.C. BEARING CONDITIONS BTM CHD .0 5.0 K 1010 3.00 X 4.00 CTR CTR TOTAL 40.0 15.0 55.0 L 1010 3.00 X 4.00 CTR CTR SUPPORT CRITERIA M 1010 3.00 X 4.00 CTR CTR JT REACT WIDTH JT REACT WIDTH N 1070 5.00 X 8.00 CTR 1.5 LBS IN-SX LBS IN-SX 0 1010 3.00 X 4.00 CTR CTR B 424 3- 8 I 444 3- 0 Q 1001 1.50 X 3.00 CTR CTR MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS C-M .26 401 C 0 -626 M-D .28 889 C 626 -114 D-F .19 996 C 114 -421 F-0 .19 996 C 421 2 O-Q .08 503 C -2 -192 Q-I .08 503 C 192 -6 I-H .01 0 T 34 0 I-H .00 0 T 0 0 BOTTOM CHORDS B-L .01 0 T 0 0 L-K .20 754 T 0 -59 K-E .34 996 T 58 282 E-G .34 996 T -282 -226 "f G-N .27 773 T 226 45 N-J .02 0 T -45 0 WEBS B-A = 210 C B-A = 210 C O U9 A-C = 420 C C-L = 534 T r` C"� L-M = 491 C M-K = 188 T c N "� K-D = 143 C E-D = 31 C �\' V) G-F = 152 C G-0 = 298 T O-N = 368 C N-Q = 101 C t cccUUU N-I 615 T J-I = 8 T DL+LL DEFL = .08" IN M-D LL DEFL = .06" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 QUAN TYPE SPAN Pl-HI OVERHANGS JOB MARK 43 FLO , 19080Q.jo o_-- Q = - _51029392 F3 O 1-04-00 1.5x311 3x6=HO-1-04-00 5x4= 3x4= 3x4= 3x4= D 1.5x3 I1 3x4= 3x4= S2 3x4= 5x4= Z u`ja A B Q R S F T U V I H 1-04-00 C 0 N E G M L K 1.5x311 3x4= Sl 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= P 3x6= J 3x4= 1.5x3 I I CO w 0 TC 19-01-00 BC-0 8-06-08 1 20000 1 8-06-08 cc 0 19-08-00 UniStar -- Version 39.6.2 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 1- 2- 2 G-T = 190 T T-M = 347 C NOTES: M-U = 373 T U-L = 633 C 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB L-V = 656 T V-K = 895 C SHOFFNER IND.,INC. (fl) TOP .37 4X 2 SP-#2 1892 K-I = 815 T J-I = 2 T 2. ANALYSIS CONFORMS TO BTM .67 4X 2 SP-#2 1892 TPI (ANSI/TPI 1-1995) . WBS .33 4X 2 SP-#3 1078 DL+LL DEFL = .36" IN D-F 3. UNBALANCED LOADS CHECKED REPETITIVE MEMBER STRESS USED. LL DEFL = .26" < BRG-SPAN/360 (UNBLN LD FAC = 1.00, .00) . SPAN/DEFL (DL+LL) = 642 4. ATTACH 2X6 STRONGBACK(S) LATERAL BRACING: BETWEEN ERGS. IN SPANS OVER TOP CHORD - CONTINUOUS TEE-LOK CORP., EDENTON, NC 10' AT APPROX. EQUAL INTER- BTM CHORD - CONTINUOUS ANSI/TPI 1-1995 ICBO-5423 fp) VALS NOT TO EXCEED 10' WITH PLATES - 20 GAUGE TEELOK20 3-16D NAILS TO VERT. WEB OR TRUSS SPACING - 16.0 IN. GRIPPING 414-290 PSI PER PAIR 2X4 VERT. SCAB ATTACHED IN INCLUDES .0� INCREASE FIELD W/2-16D TOP AND BOTTOM LOAD CASE #1 TENSION 1030- 924 PLI PER PAIR LUMBER STRESS INCREASE: .0$ SHEAR 970- 498 PLI PER PAIR LOADING LIVE DEAD (PSF) FABRICATOR NOTES: TOP CHD 40.0 10.0 JT TYPE PLATE SIZE X Y 1.MAX. CLEARANCE OF 1/2" AT BTM CHD .0 5.0 A S.C. BEARING CONDITIONS TOTAL 40.0 15.0 55.0 B 1050 5.00 X 4.00 2.5 3.0 SUPPORT CRITERIA C 4000 1.50 X 3.00 CTR CTR JT REACT WIDTH JT REACT WIDTH D 1001 1.50 X 3.00 CTR CTR LBS IN-SX LBS IN-SX E 1030 3.00 X 4.00 1.5 CTR B 719 3- 0 I 719 3- 0 F 1001 1.50 X 3.00 CTR CTR G 1050 3.00 X 4.00 2.5 CTR H MEMBR CSI P(LBS) M@1ST M@2ND I 1030 5.00 X 4.00 1.5 3.0 TOP CHORDS J 4000 1.50 X 3.00 CTR CTR A-B .01 0 T 0 -34 K 1010 3.00 X 4.00 CTR CTR A-B .00 0 T 0 0 L 1010 3.00 X 4.00 CTR CTR B-Q .17 501 C 6 -399 M 1010 3.00 X 4.00 CTR CTR Q-R .22 1610 C 399 -385 N 1010 3.00 X 4.00 CTR CTR R-S .31 2347 C 385 -220 O 1010 3.00 X 4.00 CTR CTR S-D .33 2738 C 220 -131 P 1010 3.00 X 4.00 CTR CTR D-F .34 2738 C 131 -119 Q 1010 3.00 X 4.00 CTR CTR F-T .33 2738 C 119 -152 R 1010 3.00 X 4.00 CTR CTR T-U .37 2346 C 152 -605 S 1010 3.00 X 4.00 CTR CTR U-S2 .31 1624 C 605 0 T 1010 3.00 X 4.00 CTR CTR S2-V .32 1624 C 0 -641 U 1010 3.00 X 4.00 CTR CTR V-I .27 509 C 641 -6 V 1010 3.00 X 4.00 CTR CTR I-H .00 0 T 0 0 S1 1100 3.00 X 6.00 CTR .3 I-H .01 0 T 34 0 S2 1100 3.00 X 6.00 CTR .3 BOTTOM CHORDS C-P .01 0 T 0 -I1 P-0 .28 1137 T 11 -21 0-51 .49 2067 T 21 0 Sl-N .51 2067 T 0 -72 r' CSI t- N-E .63 2603 T 72 57 r E-G .67 2738 T -57 45 A \ N G-M .64 2595 T -45 16 \\ f17 M-L .51 2078 T -16 7 F. L-K .29 1153 T -7 -20 K-J .01 0 T 21 0 WEBS C-B = 3 T B-P = 802 T r P-Q = 884 C Q-0 = 659 T 0-R = 637 C R-N = 390 T N-S = 357 C S-E = 180 T t E-D = 108 C G-F = 111 C QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 10 PLO , 200304 1600 0 a am ,E _ ,x,,51029392 F4 ON 1.5x311 S2 HO 1-09-00 5x4= 3x4= 3x4= 3x4= D 1.5x311 3x4= 3x4= 3x4= 5x4= A B Q R S F T U - V I H ZX S� 1-04-00 C P O N E G M L K 1.5x311 3x4= 3x4= 3x4= 3x9= 3x4= 3x4= 3x4= 3x4= J S1 1.5x311 3x6= ro 0 0 TC 19-04-12 BC 8-08-06 20000 8-08-06 0 0 o oIn n 20-03-04 UniStar -- Version 39.6.2 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 1- 2- 2 E-D = 108 C G-F = 112 C NOTES: G-T = 192 T T-M = 346 C 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB M-U = 371 T U-L = 638 C SHOFFNER IND.,INC. (fl) TOP .39 4X 2 SP-#2 1892 L-V = 661 T V-K = 896 C 2. ANALYSIS CONFORMS TO BTM .69 4X 2 SP-#2 1892 K-I = 872 T J-I = 3 T TPI (ANSI/TPI 1-1995) . WBS .35 4X 2 SP-#3 1078 3. UNBALANCED LOADS CHECKED REPETITIVE MEMBER STRESS USED. DL+LL DEFL = .38" IN D-F (UNBLN LD FAC = 1.00, .00). LL DEFL = .28" < BRG-SPAN/360 4. ATTACH 2X6 STRONGBACK(S) LATERAL BRACING: SPAN/DEFL (DL+LL) = 614 BETWEEN BRGS. IN SPANS OVER TOP CHORD - CONTINUOUS 10' AT APPROX. EQUAL INTER- BTM CHORD - CONTINUOUS TEE-LOK CORP., EDENTON, NC VALS NOT TO EXCEED 10' WITH ANSI/TPI 1-1995 ICBO-5423 fp) 3-16D NAILS TO VERT. WEB OR TRUSS SPACING - 16.0 IN. PLATES - 20 GAUGE TEELOK20 2X4 VERT. SCAB ATTACHED IN GRIPPING 414-290 PSI PER PAIR FIELD W/2-16D TOP AND BOTTOM LOAD CASE #1 INCLUDES .0t INCREASE LUMBER STRESS INCREASE: .0$ TENSION 1030- 924 PLI PER PAIR LOADING LIVE DEAD (PSF) SHEAR 970- 498 PLI PER PAIR FABRICATOR NOTES: TOP CHD 40.0 10.0 I.MAX. CLEARANCE OF 1/2" AT BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y T.C. BEARING CONDITIONS TOTAL 40.0 15.0 55.0 A SUPPORT CRITERIA B 1050 5.00 X 4.00 2.5 3.0 JT REACT WIDTH JT REACT WIDTH C 4000 1.50 X 3.00 CTR CTR LBS IN-SX LBS IN-SX D 1001 1.50 X 3.00 CTR CTR B 730 3- 0 I 750 6- 8 E 1030 3.00 X 4.00 1.5 CTR F 1001 1.50 X 3.00 CTR CTR G 1050 3.00 X 4.00 2.5 CTR MEMBR CSI P(LBS) M@1ST M@2ND H TOP CHORDS I 1030 5.00 X 4.00 1.5 3.0 A-B .01 0 T 0 -34 J 4000 1.50 X 3.00 CTR CTR A-B .00 0 T 0 0 K 1010 3.00 X 4.00 CTR CTR B-Q .18 591 C 6 -433 L 1010 3.00 X 4.00 CTR CTR Q-R .24 1700 C 433 -373 M 1010 3.00 X 4.00 CTR CTR R-S .32 2437 C 373 -221 N 1010 3.00 X 4.00 CTR CTR S-D .34 2828 C 221 -127 0 1010 3.00 X 4.00 CTR CTR D-F .36 2828 C 127 -119 P 1010 3.00 X 4.00 CTR CTR F-T .34 2828 C 119 -140 Q 1010 3.00 X 4.00 CTR CTR T-U .39 2436 C 140 -632 R 1010 3.00 X 4.00 CTR CTR U-S2 .33 1713 C 632 0 S 1010 3.00 X 4.00 CTR CTR S2-V .31 1713 C 0 -604 T 1010 3.00 X 4.00 CTR CTR V-I .26 596 C 604 -27 U 1010 3.00 X 4.00 CTR CTR I-H .01 0 T 0 0 V 1010 3.00 X 4.00 CTR CTR I-H .05 0 T 136 0 Sl 1100 3.00 X 6.00 CTR .3 BOTTOM CHORDS S2 1100 3.00 X 6.00 CTR .3 C-P .01 0 T 0 -12 P-0 .31 1229 T 12 -4 O-S1 .51 2156 T 4 0 S1-N .52 2156 T 0 -66 \' N N-E .65 2693 T 66 58 Com - E-G .69 2828 T -58 47 I�'V �e G-M .66 2685 T -47 19 ` `? u M-L .53 2170 T -19 8 \\\ L-K .31 1240 T -8 -16 K-J .01 0 T 16 0 a WEBS �51' C-B = 3 T B-P = 864 T P-Q = 889 C Q-O = 655 T q O-R = 635 C R-N = 391 T N-S = 357 C S-E = 179 T QUAN TYPE SPAN PI-HI OVERHANGS JOB MARK - -- � -1029392 F5 20 FLO • 200712 _O. 160 _ m. --- 3x6= HO 1-04-00 1.5x3S2 HO 1-04-00 5x4= 3x4= 3x4= 3x4= D 1.5x311 3x4= 3x4= 3x4= 5x4= Zx3e AB Q R S F T U V IH T 1-04-00 C P O N E G M L K 1.5x311 3x5= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= J S1 1.5x311 3x6= 0 0 TC * 19-11-00 iv BC 'z 8-11-08 20000 8-11-08 0 0 a w 20-07-12 UniStar -- Version 39.6.2 MEMBR CSI P(LBS) M@1ST M@2ND RUN DATE: 1- 2- 2 E-D = 107 C G-F = 110 C NOTES: G-T = 188 T T-M = 351 C 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB M-U = 376 T U-L = 635 C SHOFFNER IND.,INC. (fl) TOP .36 4X 2 SP-#2 1892 L-V = 659 T V-K = 900 C 2. ANALYSIS CONFORMS TO BTM .73 4X 2 SP-#2 1892 K-I = 981 T J-I = 4 T TPI (ANSI/TPI 1-1995) . WBS .39 4X 2 SP-#3 1078 3. UNBALANCED LOADS CHECKED REPETITIVE MEMBER STRESS USED. DL+LL DEFL = .42" IN D-F (UNBLN LD FAC = 1.00, .00) . LL DEFL = .31" < BRG-SPAN/360 4. ATTACH 2X6 STRONGBACK(S) LATERAL BRACING: SPAN/DEFL (DL+LL) = 569 BETWEEN BRGS. IN SPANS OVER TOP CHORD - CONTINUOUS 10' AT APPROX. EQUAL INTER- BTM CHORD - CONTINUOUS TEE-LOK CORP., EDENTON, NC VALS NOT TO EXCEED 10' WITH ANSI/TPI 1-1995 ICBO-5423 fp) 3-16D NAILS TO VERT. WEB OR TRUSS SPACING - 16.0 IN. PLATES - 20 GAUGE TEELOK20 2X4 VERT. SCAB ATTACHED IN GRIPPING 414-290 PSI PER PAIR FIELD W/2-16D TOP AND BOTTOM LOAD CASE #1 INCLUDES .OB INCREASE LUMBER STRESS INCREASE: .0t TENSION 1030- 924 PLI PER PAIR LOADING LIVE DEAD (PSF) SHEAR 970- 498 PLI PER PAIR FABRICATOR NOTES: TOP CHD 40.0 10.0 1.MAX. CLEARANCE OF 1/2" AT BTM CHD .0 5.0 JT TYPE PLATE SIZE X Y T.C. BEARING CONDITIONS TOTAL 40.0 15.0 55.0 A SUPPORT CRITERIA B 1050 5.00 X 4.00 2.5 3.0 JT REACT WIDTH JT REACT WIDTH C 4000 1.50 X 3.00 CTR CTR LBS IN-SX LBS IN-SX D 1001 1.50 X 3.00 CTR CTR B 754 3-14 I 754 3-14 E 1030 3.00 X 4.00 1.5 CTR F 1001 1.50 X 3.00 CTR CTR G 1050 3.00 X 4.00 2.5 CTR MEMBR CSI P(LBS) M@1ST M@2ND H TOP CHORDS I 1030 5.00 X 4.00 1.5 3.0 A-B .02 0 T 0 -53 J 4000 1.50 X 3.00 CTR CTR A-B .00 0 T 0 0 K 1010 3.00 X 5.00 CTR CTR B-Q .22 743 C 10 -500 L 1010 3.00 X 4.00 CTR CTR Q-R .28 1856 C 500 -350 M 1010 3.00 X 4.00 CTR CTR R-S .34 2590 C 350 -224 N 1010 3.00 X 4.00 CTR CTR S-D .36 2983 C 224 -120 O 1010 3.00 X 4.00 CTR CTR D-F .26 2983 C 120 -112 P 1010 3.00 X 5.00 CTR CTR F-T .36 2983 C 112 -163 Q 1010 3.00 X 4.00 CTR CTR T-U .36 2590 C 163 -546 R 1010 3.00 X 4.00 CTR CTR U-S2 .30 1864 C 546 0 S 1010 3.00 X 4.00 CTR CTR S2-V .30 1864 C 0 -540 T 1010 3.00 X 4.00 CTR CTR V-I .24 744 C 540 -10 U 1010 3.00 X 4.00 CTR CTR I-H .00 0 T 0 0 V 1010 3.00 X 4.00 CTR CTR I-H .02 0 T 53 0 S1 1100 3.00 X 6.00 CTR .3 BOTTOM CHORDS S2 1100 3.00 X 6.00 CTR .3 C-P .01 0 T 0 -9 P-O .35 1388 T 9 15 0-51 .55 2309 T -15 0 p Sl-N .55 2309 T 0 -44 ry c" N-E .69 2848 T 44 59 C E-G 73 2983 T -59 50 z' G-M 70 2842 T -50 23 M-L57 2320 T -23 11 ' L-K .35 1391 T -11 -8 NM; ' t K-J .01 0 T 8 0 �L WEBS C-B = 4 T B-P = 980 T P-Q = 898 C Q-0 = 651 T O-R = 631 C R-N = 392 T N-S = 360 C S-E = 180 T n,..,r...,. AT.,-- r n AT 71 r r A nT T TTnnnnT) r./N TT T/ QU,W, TYPE SPAN Pl-Hl OVERHANGSQB. MARK 36 FLO • IIZ114 1 , 5029392 F6 Wil -00 HO 1-04-00 5x4= 3x4= 3x4= 3x4= 3x4= 5x4= ZX A B 0 D F P I H TMIX. 7 � 1-04-00 mu C N M E G L K J 1.5x311 3x4= 3x4= 1.5x311 1.5x311 3x4= 3x4= 1.5x311 O O TC 11-04-00 BC 4-08-00 2-00-00 4-08-00 m 0 0 11-11-14 UniStar -- Version 39.6.2 TEE-LOK CORP., EDENTON, NC NOTES: RUN DATE: 1- 2- 2 ANSI/TPI 1-1995 ICBO-5423 fp) 1. TRUSSES MANUFACTURED BY - PLATES - 20 GAUGE TEELOK20 SHOFFNER IND.,INC. (fl) CSI SIZE LUMBER 1.15FB GRIPPING 414-290 PSI PER PAIR 2. ANALYSIS CONFORMS TO TOP .20 4X 2 SP-#2 1892 INCLUDES 0t INCREASE TPI (ANSI/TPI 1-1995) . BTM .24 4X 2 SP-#2 1892 TENSION 1030- 924 PLI PER PAIR 3. UNBALANCED LOADS CHECKED WBS .17 4X 2 SP-#3 1078 SHEAR 970- 498 PLI PER PAIR (UNBLN LD FAC = 1.00, .00) . REPETITIVE MEMBER STRESS USED. 4. ATTACH 2X6 STRONGBACK(S) JT TYPE PLATE SIZE X Y BETWEEN BRGS. IN SPANS OVER LATERAL BRACING: A 10' AT APPROX. EQUAL INTER- TOP CHORD - CONTINUOUS B 1050 5.00 X 4.00 2.5 3.0 VALS NOT TO EXCEED 10' WITH BTM CHORD - CONTINUOUS C 4000 1.50 X 3.00 CTR CTR 3-16D NAILS TO VERT. WEB OR D 1030 3.00 X 4.00 1.5 CTR 2X4 VERT. SCAB ATTACHED IN TRUSS SPACING - 16.0 IN. E 1001 1.50 X 3.00 CTR CTR FIELD W/2-16D TOP AND BOTTOM F 1050 3.00 X 4.00 2.5 CTR LOAD CASE #1 G 1001 1.50 X 3.00 CTR CTR LUMBER STRESS INCREASE: 0t H FABRICATOR NOTES: LOADING LIVE DEAD (PSF) I 1030 5.00 X 4.00 1.5 3.0 1.MAX. CLEARANCE OF 1/2" AT TOP CHD 40.0 10.0 J 4000 1.50 X 3.00 CTR CTR T.C. BEARING CONDITIONS BTM CHD .0 5.0 K 1010 3.00 X 4.00 CTR CTR TOTAL 40.0 15.0 55.0 L 1010 3.00 X 4.00 CTR CTR SUPPORT CRITERIA M 1010 3.00 X 4.00 CTR CTR JT REACT WIDTH JT REACT WIDTH N 1010 3.00 X 4.00 CTR CTR LBS IN-SX LBS IN-SX O 1010 3.00 X 4.00 CTR CTR B 440 3-14 I 434 3- 0 P 1010 3.00 X 4.00 CTR CTR MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B .02 0 T 0 -53 A-B .00 0 T 0 0 B-O .18 248 C 10 -447 O-D .20 783 C 447 -325 D-F .15 966 C 325 -325 F-P .20 783 C 325 -448 P-I .18 248 C 448 -6 I-H .01 0 T 34 0 I-H .00 0 T 0 0 BOTTOM CHORDS C-N .01 0 T 0 -28 N-M .16 603 T 28 -8 M-E .23 966 T 8 11 E-G .24 966 T -11 12 G-L .23 966 T -12 -8 L-K .16 604 T 8 -28 K-J .01 0 T 28 0 WEBS C-B = 0 T B-N = 436 T N-0 = 495 C 0-M = 251 T Q M-D = 244 C E-D = 11 T \ C7 G-F = 11 T F-L = 243 C N L-P = 251 T P-K = 495 C K-I = 436 T J-I = 0 T DL+LL DEFL = .OS" IN O-D LL DEFL = .04" < BRG-SPAN/360 C J SPAN/DEFL (DL+LL) = 999 r 4-- AT-.. TT-, T TATA LTA AT TTTMDrD t-n TTT11 4 L Commercial&Network Service Fulfillment BACKFLOW DEVICE et W acksonville,FloridaJR2-"*-.-- 32202-3139 TEST REPORT Name of Premises(Company person,etc.) Owner or Agents Name Z� -5't- -e_ Serie Address Mailing Address � � Zip ge.s,4 4tl,.e -� Location of Devices Type of Service: ❑ PROCESS ❑ FIRE ❑ DOMESTIC IRRIGATION ❑ OTHER: Device Type Manufa9turer Size Model No. Serial No. Installa i Date R , c.a 5` DIFF. PRESSURE PRESSURE VACUUM CHECK VALVE#1 CHECK VALVE#2 RELIEF VALVE BREAKER INITIAL TEST ❑ CLOSED TIGHT ❑ CLOSED TIGHT OPENED AT,;.2 SJLBS. AIR INLET OPENED AT 7'/ PSI AT 7, / PSI REDUCED PRESSURE AT PSI ❑ LEAKED ❑ LEAKED ❑ DID NOT OPEN ❑ DID NOT OPEN Repair Section To Be Completed If Device Is In Disrepair CLEANED ❑ CLEANED ❑ CLEANED ❑ CHECK VALVE REPLACED: REPLACED: REPLACED: CLOSED TIGHT ❑ VALVES ❑ VALVES O RV ASSEMBLY ❑ DID NOT CLOSE O CV ASSEMBLY O CV ASSEMBLY ❑ DISC. UPPER ❑ SEAT DISC. O SEAT DISC. ❑ DISC. LOWER ❑ CLEANED O-RINGS ❑ O-RINGS O DIAPHRAGM, LARGE: REPLACED: R SPRINGS 0 SPRINGS O UPPER O VALVES 13 E GASKETS O GASKETS ❑ LOWER ❑ DISC.TOP O P RETAINER ❑ RETAINER O DIAPHRAGM,SMALL: DISC. BOTTOM O A STEM/GUIDE ❑ STEM/GUIDE ❑ UPPER ❑ SPRINGS O 1 POPPET ❑ POPPET ❑ LOWER O RETAINER O R OTHER ❑ OTHER ❑ SPACER O STEM O DESCRIBE: DESCRIBE: O-RINGS O GUIDE O WASHER ❑ POPPET O OTHER ❑ OTHER O DESCRIBE: DESCRIBE: FINAL ❑ CLOSED TIGHT ❑ CLOSED TIGHT OPENED AT LBS. I tISFACTORY TEST AT PSI AT PSI REDUCE PRESSURE Remarks: Meter Reading on Detector Check Assembly BEFORE TEST AFTER TEST Initial Test Performed By: Affiliatign BFDT Cert. No.� Date y Repaired By: Affiliati BFDT Cert. No. Date Final Test Performed By: Affiliation BFDT Cert. No. to I HEREBY CERTIFY THAT THIS DATA IS ACCURATEa s� re J ..SSI CITY OF ATLANTIC BEACH r 800 SEAMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-d(-,Sj@,c0abM Application Number . . . . . 07-00001282 Date 9/14/07 Property Address . . . . . . 2055 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4000 ---------------------------------------------------------------------------- Application desc EXTEND/REPAIR CHIMNEY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CAMBELL, JAMES OWNER 2055 BEACH AVENUE ATLANTIC BEACH FL 32233 -------------------------- Structure Information 000 000 ----------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 .00 Plan Check Fee 25 .00 Issue Date . . . . Valuation . . . . 4000 Expiration Date . . 3/12/08 ---------------------------------------------------------------------------- Speci.al Notes and Comments *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 .00 25 . 00 . 00 . 00 Grand Total 75 .00 75 .00 .00 . 00 PERMIT IS "PROVED.ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLAN'T'IC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # i 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED DEPT: Y PLANNING Property Address: A&O �L.t.G(1 (.� y,p n t[p_) ZN BUILDING PUBLIC WORKS Applicant: O Y PUBLIC UTILITIES Y FIRE DEPT. Project: Y PUBLIC SAFETY N APPROVAL w REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w Y N D.E.P HUFSTETLER C7� a N S.J.R.W.M. CARPER LU _ Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INI AL: /DAr-: ® ® 1 ST REV PLANNING/ ® ® 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this form to the Building Department once you have entered your comments int®the AS400. _ _ BUILDING PERMIT APPLICATION :J Ss1 CITY OF ATLANTIC BEACH �. 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax: (904)247-5845 Job Address: 2055 Beach Avenue Permit NumberV_�_ t Legal Description Valuation of Work(Replacement Cost)$ 4,000.00 ■ Class of Work(Circle one): New Addition Alteration Repair Move ■ Use of existing/proposed structure(s)(Circle one): Commercial Residential ■ If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes No Describe in detail the type of work to be performed: Property Owner Information Name: James C. Campbell Address:2055 Beach Avenue City Atlantic Beach State Fl. Zip 32233 Phone 247-3535 Contractor Information: Name of Company: Encalve Design Build, LLC Qualifying Agent: Charles R Scaff Sr. Address:1015 Atlantic Blvd.Suite 220 City Atlantic Beach State Fl Zip 32233 Office Phone 237-8919 Job Site/Contact Number State Certification/Registration# CBC 1253971 Office Fax#247 3704 Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a,permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. Thispermit becomes null and void i work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six(months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells, Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR.FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws andordinances governing this type of w rk 'll be complied with whether specified herein or not. The granting of a permit does not presumegyve author' to late or cancel the provisions of any other federal, state, or local taw regulating construction r t e per nce o nstruction. Signature of Property Own Signature of Contractor: Sworn to and subscribed for a Sworn to and subscribed before me this Day ofoLO� this /t O'Day of •�-n l�.�.fu.. emu Z Notary Public Notarylic: PATRICIA R.HOLMES PATRICIA R.HOLMES ?iP/ p`;��•: Notary Public-State of Florida _�`;a.p`;<< Notary Public-State of Florida REVISED 03.05.07 + :My Commission Expires May 8,2009 z My Commission Expires May 8,2009 =? off= Commission#DO 397291 Commission#DO 397291 Bonded B National Nota Assn. '''�° By Notary Bonded By National Notary Assn. xisting 3 Story Sinle Fam' Resid ce Cb--y W& ro pe of work: -14—'*--xnove existing chimney cap,&stucco Ir— rame proposed chimeny addition with 45 studs 12"o.c.,5/8"cdx sheeting 3"2"`I" .—mer proof with peel and stick membrane to match existing building. Campbell Residence i i I ' i i i i i �i i i i ( i i I i 7z I xisting 3 Story Sin le Fam' Resi ce i i I i g Chm-5'hoW O Scope of work: 1.Remove existing chimney cap,&stucco 2.Frame proposed chimeny addition with � 'YG • 2x6 studs 12"o.c.,5/8"cdx sheeting '�r`'n I 3.Water proof with peel and stick membrane 4.Stucco to match existing building. Campbell Residence rrom: !o:UiCk 3r8dick Date 10120f2000 Time:7.30.04 PNI Page 2 of 4 HERMAN W. GRADICK, ARCHFTJE(_- i,qI2 ]Ftetcha AVC.molt:-',yaLc.jkso-nLvdIe,. JFlo ridlai 52'oji If lel: 9'04/399-a35u1 October 23, 2000 Mr. Dana Latino, Engineer Department of Environmental Protection Office of Beaches and Coastal Systems 3900 Commonwealth Blvd. Mail Sta.300 Tallahassee,FL 32399-3000 Re: Permit ification for Site Pian for Dr. and Mrs.James C. Campbell, %� lantic Beach, Florida Dear Mr. Latino: I have enclosed a modified site plan (Enclosure 1)delineating the additional 22'-0"seaward extension requested for the residence of Dr.and Mrs.James Campbell. This 22'-0"extension is based on information received from Mr. Dan Ford,Chief Building Official,Atlantic Beach, Florida and his conversation with your office requesting a seaward extension of this residence to save in excess of 20 trees and a unique tree canopy on the western edge of Dr.and Mrs.Campbell's property. The initial site plan incorporating the DEP-permitted extension negotiated by Mr.Kevin Parteis on our behalf was denied by the Atlantic Beach Tree Board (Enclosure 2). This modified site plan has significantly reduced the impermeable area on the site through reduction of garage size by 300 S,F., pool deletion, courtyard downsizing in excess of 1000 S.F and the commitment to utilize semi-pervious(sand bed pavers) in the terrace area to the extent possible. We have submitted this modification request in concert with the Atlantic Beach officials in an effort to preserve,to the maximum extent possible,one of the few remaining tree canopy areas in the region of the northeast Florida beach communities. Your favorable consideration is solicited. If I can be of any assistance in this matter, please do not hesitate to call me at 904.399.1312. Sincerely, Herman W.Gradick Architect HWG:tkm Enclosures cc: Dr. and Mrs. James C.Campbell Mr. Don Ford Mr. Kevin Partels CITY OF ��Cuoct�;a �eucli - �Gvtida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 `— TELEPHONE(904) 247-5800 �I FAX(904)247-5805 �o.�. SUNCOM 852-5800 October 5, 2000 Richard A. Miller and Associates 6701 Beach Boulevard Suite 200 Jacksonville, FL 32216 ` Attention: Richard Miller Dear SOr: At the October 2nd Tree Board Meeting, the board turned down your application to remove 38 trees at 2055 Beach Avenue based on the following items: ,;�o -, at " 1) The trees on each side of the driveway are considered a "unique and irreplaceable" grouping. 2) Removing the trees adjacent to Beach Avenue would destroy a large part of the canopy. 3) Removing the secondary dunes next to Beach Avenue and replacing them t with impervious surfaces would create flooding on Beach Avenue and adjacent properties and damage other trees. I would like to meet with you and/or the Campbells to discuss alternatives to the site plan you submitted keeping in mind the board's desire to preserve the tree canopy. Sincerely, Don C. Ford, C.B.O. Building Official DCF/pah cc: - City Manager Tree Boarcl s 'X.Lam'• CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION 4 All applications must submitted with seven Q dies and received by 5 PM on Friday ten (10) da -2 MEP days prior to the scheduled meeting in order to be placed on the a enda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WELL NOT BE PROCESSED. S J.41, APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE I e ? " I'�' 3. REASON FOR PROPOSED TREE REMOVAL: - ' "�- 4-- 1 , 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? 16 YES F-1 NO C1 NOT SURE 5. PROPERTY ZONING: J0 RESIDENTIAL 0 COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER EXTERIOR ZONE** Ae wt Diameter at Breast Height(D.BJL)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. t CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7) copies and received by 5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: 0 RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** r = Al * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the 1 forks. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7) copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE , 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE I 5. PROPERTY ZONING: ❑ RESIDENTIAL ❑COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** �F k i * Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an`W". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. S. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature . Date —�—�— Owner's Signature Date CITY USE ONLY: ZZ ``- Tree Conserva ' ptoard Chairperson Date TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED• TREE 20.00' Exterior Zone ' D8JH ��ORMORE ----------- ------ -� i •1 7.50' PRIVATE Interior Zone PROTECTED i I TREE l 0i ( o i PRIVATE PROTECTED TREEi PROPERTY lo UNE 1 4. i to o i D B H OF 20" OR MORE MM i = � I lw o PROPERTY w I (D 8 H OF 10" OR MORE IN I UNE o i COMMERCIAL & INDUSTRIAL PRIVATE =w l ) PROPERTY) I PROTECTED m Cr l ) TREE owl ' I l 7.50' ---.-OF 6" OR MORE-------- -- - ------� PRIVATE PROTECTED TREE 0 8 H o F PROPERTY 20.00' LINE PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE DBH OF 6" OR MORE (PUBLIC STREET) (PUBUC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10" FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY. AARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WITHIN CITY RIGHT-OF-WAY. *Diameter at Breast Height(D.B.$)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. "'�.