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Permits 1948 Jordan Street
JOB ADDARFM TYPE WORD' PROPERTY 0 0 C SHONE Q - 12 22- CONTRACTOR c-4XrA-c/L-- T 7-ZEPHOM r-1) �c0 2 6(1 PERMIT NU BER DA11' f c:) INSPEC770M.- FOOTING ' SZAB --o� TIE BEAM co LIZ w N4ILING/,S2Ml7 NG 1 D-:A-,60 Ft4AMING/C VER STP_ 11 INSIILAT?ON ( t FWAL BUILDING G 2 0 CERT.LFICAT E OF OCCUPANCY ,�.�-!g FT. 'CT,RICAL P.F.RDZ{3#�� INSPEC17ONS ROUGH D D FINAL A&GHAMCAL PERAMI 3 IZVMEC 7ONS ROUGH /t --2(.,`-Y'� ,MNAL PLOO12VGPEMMI 0?6631 INSPECT.t'ONS ROUG1ICPME,iR,SiAB TOPOUT -/ - o WATF.&SEWER / - Q FINAL /S ) NOTES: 2s /fie: v�c -�c� 7 � p N 6, FRANCIS COVE UNIT NO. 2 (UNRECORDED) A PART OF LOTS 2 AND 3, BLOCK 2, AS SHOWN ON (BUT NOT INCLUDED IN) THE PLAT OF DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGE 16 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, SAID PARTS ALSO BEING A PART OF LOT 2, DONNER'S SUBDIVISION, AS RECORDED IN PLAT BOOK 8, PAGE 4 OF SAID PUBLIC RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE SOUTHWEST CORNER OF LOT 1, BLOCK 2, AS PLATTED BY SAID DONNER'S REPLAT, SAID SOUTHWEST CORNER ALSO BEING THE INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF FRANCIS AVENUE, A 30.00 FOOT RIGHT-OF-WAY WITH THE NORTH LINE OF AN UNNAMED 14.00 FOOT ROADWAY, BOTH AS PLATTED BY SAID DONNER'S REPLAT; THENCE N.00°00'46"W. , ALONG THE WEST LINE OF SAID LOT 1 AND ALONG SAID EAST RIGHT-OF-WAY LINE OF FRANCIS AVENUE, A DISTANCE OF 190.01 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 15.00 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.51 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF N.44052'46"E. AND A CHORD DISTANCE OF 21.17 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE N.89°46'19"E. , PARALLEL WITH AND 20.00 FEET SOUTHERLY OF THE NORTH LINE OF AFOREMENTIONED LOT 2, DONNER'S SUBDIVISION, A DISTANCE OF 85.06 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE N.89°46'19"E. A DISTANCE OF 39.93 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 15.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 23.42 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING OF S.45°29'53"E. AND A CHORD DISTANCE OF 21.11 FEET TO THE POINT OF TANGENCY OF SAID CURVE, SAID POINT ALSO BEING ON THE WEST LINE OF A 20.00 FOOT ALLEY AS PLATTED BY AFORESAID DONNER'S REPLAT; THENCE S.00°46'05"E. , ALONG SAID WEST LINE AND ALONG THE EAST LINE OF AFORESAID BLOCK 2, DONNER'S REPLAT, A DISTANCE OF 84.48 FEET; THENCE S.89°41'47"W. , PARALLEL WITH THE SOUTH LINE OF AFORESAID LOT 1, BLOCK 2, DONNER'S REPLAT, A DISTANCE OF 56.10 FEET; THENCE N.00°00'46"W. , PARALLEL WITH THE AFORESAID EAST RIGHT-OF-WAY LINE OF FRANCIS AVENUE, A DISTANCE OF 99.41 FEET TO THE POINT OF BEGINNING. 12113/00-ATSC1fLT6-FC0Y,L'T2 mc Let DEC 2000 City Of Atlantic Beach tall tnN and Zoning 2� S�-6-aq `� Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT s.Qo ins I 800 Seminole Road j � Atlantic Beach,Florida 32233 ' (904)247-5800 w.JiT3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # -c4- 2 ; 8`7 Property Address: _ + 9 4 8 , O R�PI"r�L r-. Applicant: Jc>��( Sa ti-G �� 1"S r-J '111- Project: E,,3 C.(�-- This permit application has been: Z2'--Approved s" ' F--1 Reviewed and the following items need attention: Please re-submit yo H- t' when these items have been completed. Reviewed By: Q'�'''`---"' Date: 1.2 2'Zy -d4 CITY OF ATLANTIC BEACH ,.4 FENCE PERMIT APPLICATION w Date: Job Address: CI'}� � dGn Ak I Gn l c 'GC�A -j1. 3'a a 33 l Owner's Name: nyY JL,ClY l�O n Address-\C1 q- '_)vy-CkAn Sk AAVAA> NC ),31�\ 11. 3-:0- 3b Phone: WA-3')a- O�Pkp a Legal Description: Block Number: 0� Lot Number: Zoning District: Fence Contractor: / A -7 Address: Phone: City: State: Zip:( _ Fax: Type of fence and materials to be used:,Q �, CSU rV Valuation Of Fence: 3 b ❑Interior Lot ❑ Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: Ed'Nv. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information,of person to receive all correspondence regarding this application(please print). Name: Mailing`Address: .)b c d G n 1 G 4l • �3 -,J Phone: t�! �� '0 X11 o-a Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 f I hereby certify that all info ion provided with sap lie n is correct. Date: Signature of Owner: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and c ect and that the plans and pporting data have been or shall be provided as required. 1 t7lSignature of Contractor; Date: l&1014 AS TO OWNER: Sworn to and subscribed before me this day of20�• State of Florida,County of Duval Notary's Signature: �.........______...++� ❑ Personally known „",,,,� MAUREEN IUNG MY COMMISSION A DD 095080 Ell Produced Identification EXPIRES:March 31,2006 / c urwsType of Identification Produced F DL V Jr�Jr— /7,R—&3-?8&9-O. AS TO CONTRACTOR: Sworn to and subscribed before me this day of 120 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 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 i c CITY OF ATLANTIC BEACH . N Ear .i3 OWNER/BUILDER AFFIDAVIT Date: Job Address:��'/ c�r d c,y1 S A+k Gy\�i c )/,,)(--k --l- 3-�- a-3.3 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 BUD—DING 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. N„ IH MNIIREENJONG IND MY COMMISSION#DD 695080 TY O WNER/B E EXPIAfS:Maroh 31,2006 lk Ur tlx SWORN TO AND SUBSCRIBED BEFORE ME THIS I(P DAY OF20� NOTARY PUBLIC MY COMMISSION EXPMt NOTE: PHRASES UNDERLINED ABOVE. s y I I `% Untitled Sept.13,2005 Atlantic Beach permit and regulations department- I am a resident of the Atlantic Beach. There is a shead or structure that does not follow the city codes.The building is located behind the residence of 1948 Jordan street. I have enclosed some photographs that will show that this structure is not a playhouse that it was once portraid. In fact is is a two story storage building. The structure has been used as such for more than 6 months and never to be a playhouse. I would like to see that the codes are enforced by city officials. I also have concerns of the safty issues. If someone could look into this matter it would be greatly appreciated. Thankyou, Resident of Atlantic Beach <Sv L D { (�(l• r�. f;. l 5 Page 1 coii& net _i h ir�-rta:G conai:�04�rc*a'Websiteof tie Grty 0 Jack wnvi Is.Florda Property Appraiser Home> Departments > Property Appraiser> Duval County Database Search Parcel Information Printable Version I 2005 Proposed Value Owner's Name: HARVEY , DONNA CARRIGAN Real Estate Number: 172104 0030 Secondary Name: Property Address: 1948 JORDAN ST Mailing Address: 1948 JORDAN ST City: ATLANTIC BEACH ATLANTIC BEACH , FL Zip: 32233 Unit Number: Zip: 32233-4370 2005 Exempt Value: $25,000.00 PARCEL DESCRIPTION Pro a Use: 0100 SINGLE FAMILY Iffransaction Date: 4/14/2004 Transaction price displayed is based on the actual Legal Description: 8-4 17-2S-29E .13 DONNERS Tramount of documentary S/D PT LOT 2 RECD 0/1111876-1891 - ansaction Price: $100.00 stamps paid at the time of recording.The current rate is 70 cents per$100. Subdivision: 003135 DONNERS S/D PT LOT2 17- Section/Township/Range: 17-2S-29E INo. Buildings: 1 Official Record Book and Page: 11876-1891 Heated Area: 1286 [Map Panel: 556A1 IlExterior Wall: ALUMINUM SIDING VALUES AND TAXES FROM 2004 CERTIFIED TAX ROLL Land Value: $7,353.00 Taxing Authority: USD3 Class Value: $0.00County Tax: $292.17 Improvements: $64,400.00 School Tax: $369.57 Market Value: $71,753.00 1 District Tax: $138.81 Assessed Value: $70,671.00 10ther Tax: $22.86 Exempt Value: $25,000.00 IVoted Tax: $21.60 Taxable Value: $45,671.00 11 li CoPYn6Mt{C12005Cityo#�adaon+�e4mF1 �' ss, CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �4JFi19 Application Number . . . . . 04-00028687 Date 7/21/04 Property Address . . . . . . 1948 JORDAN ST Tenant nbr, name . . . . . PICKET .& STOCKADE FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 300 Owner Contractor - ------------------------ --------------- -------- JOHNSON, DONNA OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 372-0662 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. - 0 B FICIAL• CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT , s ; x�u 800 Seminole Road �,.. Atlantic Beach,Florida 32233 j (904)247-5800 (904)247-5845 Fax PUBLIC SAFETY PLAN REVIEW COMMENTS Permit Application # nq " 2 Property Address: � 9 H y1 Applicant: "J-0 50-n Project: -C This permit application has been: n Z Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH r FENCE PERMIT APPLICATIONa Dates -� `1 By Job Address: C1`N r 4GYn 5�-, PW Cn \C_ 'GCn Al 3 a A 33 Owner's Name: �nnck \- —5` SC)Q Address-\ ►�12 jox-C`GYl sk A)Vl ani -NC. Tk� I • 37.%�3'-� Phone: gU'A-39oL- O.tPloa Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: N�A Address: Phone: City: State: Zip: p Fax: Type of fence and materials to be used:()t Cka . Valuation Of Fence: C)C) ❑Interior Lot ❑ Comer Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: &,116. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: p r(' Mailing Address: l G Y? J a c d G Y\ SA , -3a a,&3 Phone: v t T—311 1p 1p p� Fax: E-Mail: �`T :5-,2``-D-y S G 1nOU cc M 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that all info ion provided with 's ap lic on is correct. Signature of Owner: Date: AUZI 0 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and c ect and that the plans and pporting data have been or shall be provided as required. Signature of Contractors Date: ��&` 0T AS TO OWNER: Sworn to and subscribed before me this JW day of 20 . State of Florida,County of Duval Notary's Signature: ....� ❑ Personally known MAUREEN KING MY COMMISSION#DD 095060 9�41oduced Identification EXPIRES:March 31,2006 Borded TTwu Notary PubUc Underwriters Type of Identification Produced I�r /7,2—&3—?o 9 d AS TO CONTRACTOR: Sworn to and subscribed before me this day of 120 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 Phone: (904)247-5800 • Fag: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 r pY CITY OF ATLANTIC BEACH OWNER./BUILDER AFFIDAVIT Date: Job Address:��'/ J v r d Gy1 A+�av1-h c- q- , 3 �L 33 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. MAUREENIONG i 6 MY COMMISSION#DD 095080TY O WNERB E EXPIRES:March 31,2006 xsr,n lt &(XWdTftNOWYRftUMW*1 3 F�� `J 5a5-r a-63-789-0 tr SWORN TO AND SUBSCRIBED BEFORE ME THIS /40 DAY OF 20Q56 NOTAR V PUBLIC MY COMMISSION EXPIRE NOTE:PHRASES UNDERLINED ABOVE. 5 'I c% /, yBeachCRY of AftntiC ft"fdq ow zMkV Deparb"d 4Tftapproval vwMaa aatttpMnw with applicable {*t s nfng. subdivision and other local land does not approval far the iuenoa of permits. Compliance y �` with Zlda Sulldit Coda and all other applicable focal, Stateand Fad 1 permitting requirements fnuat be veO as'd aura of the City of Atlantic Beach Building I prior to the uance of a Building Permit. P,pprmoved omm y,�Development or Oete: I BUILDING, PL4NNING AND ZONING INSPECTION DEPARTHE.NT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: f.2-- 1 �lUd Building Contractor: Q�Q Building Permit Number: a p 31Z Address : Legal Description: �, �� � am&,4j Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be readv for occupancy as d��"-& CZ�t?2c - 17 L"I Lowest Floor Elevation: Q - j'-required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works �a`O '�y � Z-1 F-0y Planning `2J. 0- -12z� &uilding l oI l2 7 D� CITY OF 4&44t& /3�k-� Office of Building tcial -' CAPREQUEST FOR PECTIONM ), o� 3 /2/k co Date Permit No. Time A.M. Received P.M. l Job Adcyfess cality Owner's 1 BUILDING ONCRETE ELECTR NICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday c. A.M. Inspection Ma Inspector Fi o Date n1� //3CITY OF ri/KGa& e4C.A- Office of Building Official -/ REQUEST FOR INSPECTION c� Date 1" `� `' Permit No. 7 Time A. Received Job Ad ess L ality e� Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab � READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. Inspection_Made —RM. spector f' F' ecion Certificate of Occupan !/ ✓�,/a/��� Date FLOODPLAIN DEVELOPMENT INFORMATION Location:: �� Type of Development: �Q ! 7 Flood Zone: :�< s Required Lowest Floor Elevation: gt 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. CON RENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date �!`� �/U Applicant's Signature --------------t Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Repre entative CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1948 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20312 Date: 12/20/2000 DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1948 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20312 Date: 12/20/2000 DON C. FO D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1948 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20312 Date: 12/20/2000 C . DON C. FO D, C.B. . Post in a coiTipicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1948 JORDAN STREET Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20312 Date: 12/20/2000 DON C. FO D, C.B.O. Post in a conspicuous space NOTICE TO: Water Department FROM: Building Department DATE: O ------------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number _ ,�0 312--- l q4 8 _2'Ada' ---- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sincerely, Cli� ��-I Pat Harris Building Department CITY OF � tttc �eac� - �Qauda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 - -" TELEPHONE(904) 247-5800 FAX (904) 247-5805 ' �l SUNCOM 852-5800 DATE/-2-2/-O JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS X0653 d'a"" ZT Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT 800 SEMINOLE ROAD / TELEPHONE(404)247-5800 RAV (OnA%7A'1 cone 2325 Emerson Street .iaCKSGi'viue, i-L J eZ i Attention: Connie Re- Final FlPctriral InsnPrtinns ..., ..:+_�.se�e..s±s..5ow _c=a zx:v :uxx•_.sssx:.�. x_vra.:-.a..--zsv ::u�u :ati •vx: vusa:�.,xts..ctssa s.:an..: up:F.t7vr,a.+s.:. 'rcKMI i NU. AUUKL66 •�:v... +✓t�:s Ss f t le..* i:4i v�d- -L-•'• -st'✓a:.sri ea J-- !s"V— +fat)j •.fie t`�,a SSLt taa. bin rely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF l�t�tic �eacl - �eauda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS a206, 5_3 '9 'kQ:r— Please call me at 904-247-5826 if you have any questions. Iy, S ATLANTIC BEACH BUILDING DEPARTMENT { CITY OF ATLANTIC BEACH 1 MECHANICAL PERMIT 800 SEMMOLE ROAD-ATLANTIC BEACH,FL 32233-TEL_ 247-5826-FAX: 247-5877 _ PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 21003 Address: 1948 JORDAN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 11/15/2000 Name: BEACHES HABITAT Total Fees: 43.00 I Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 11/15/2000 1 Phone: (9 241_1222 Work Desc: INSTALL HVAC CONTRACTOR APPLICATION FEES_ OCEAN STATE HEAT&AIR APPLICATION I II 1 I ff� I _ Inactions Re wired ROUGH MECHANICAL I FINAL l I I NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I `- ktos11/16/0611 Receipt: 111 A LANTIC BEAC BUIL G DEPT. CHECKS E�16Bd 1 b BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH,IR.ORIDA 32=3 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Ap licant to complete all items in sections 1, II, III, and IV. (• Street Addrew LOCATION 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.prectiee listed therein. Nana of Mechanical r Contractors Contractor(Print) N�IvcS At Master c4e_to y31 Name of Property Owner g.�_ Signature of r =99naturo of or Aathorhsd A ent Architect or Engineer III GENERAL IN r A. ...TY...�p���eGGGtt����'''''''''efing Hels 15 OTHER CONSTRUCTION BEING DONE ON Y S e ") THIS BUILDING OR SITE ❑ Gas-0. V ❑ Natural ❑ Central Utility ❑ OB IF VES, GIVE ON 13 PERMIT � ,,�[ Q( ❑ Other—Spadfy IV. MECHANICAL BQUIPMINT TO SE INSTAILLM NATURE OF WORK (Frevide complete Iht of compeeesM en bed of this fern) Reeidenlial or ❑ Commercial eat 13Space 13 Recessed O Central O How �ew Building �Ak Conddiealeg: ❑ Loom ❑ Central " O Existing Building Q/Deet System= Meteeia 41M$ Thick—s_ ❑ Replacement of existing system Maximum capacity ��r00 _'_f.. �ew Installation(No system previously Installer ❑ RefrigeraNen ❑ Extension or add-on to existing system (] CoelIng toren.Cepeally, 1.16016 O Other—Specify Q Rro sprinklers Number of heed. ❑ Elevetw ❑ Menlift ❑ Esulator (somber) THIS STAGE POR OFFICE USE ONLY ❑.Gesolise pumps (number) (Raeeised) Q•Teck (numbs/) Remarks ❑ LPG cantel"re (number) CI Unfired pressure vesse ❑ Ieik" Permit Approved by- 13 O1Mr—•Spedfy Permit Nes POT ALL EQUIPMENT AIR CONDMONING AND REFRIGERATION EQUIPMENT Capes Xumber Valle DeaorlptlDa Yodel Number Manufacturer (K'ooe)r Ajpp�o�� N b , HZATING•FURNACES,BOILERS, FIREPLACES Number Units Deeadpth- NAt adel Number Ysnsstaoturer ( )F Aaahea>pyto�r� 1 — 0 5 IV OL TANKS Now Xany Nm " SeraApproving D=ty j Contained Xaauhettse. No. Apscy CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 Y 2O Date Heated Square Footage @ Der sq ft Garag She ` �cl @ per sox L 4 = S /Z , Carport rarc' _ _ppr Sq + Dec. (� � per sq ft = Patio � �. p`•'-r sq it = 8� TOTAL VALUATION : Total Valuation 1st $ � � Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ (0) Fireplaces @ $15 . 00 BUILDING PERMIT FEE $_ WATER IMPACT FEE �' — SEWER IMPACT FEE FT7 F27 0 0 ID _ MATER METER/TAP 5 �J CAPITAL IMPROVEMENT S7- TY 7 , 50 SEWERTAP S YV61 RADON (FIRS) . 00-550 ���.5- zi � 2.2 TION H PAVING HYDRAULIC" SHARES CROSS CONNECTION SURCHARGE . 0050 rHER $_ GRAND TOTAL DUE .2 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Eiectrl.c/Temp ; SwimmingPoal Septic Tank Weld 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 ELECTRICAL PERMIT }r . .P RMITIIFORIII�ATtE} L C T10 1 VJOR ATIO. Permit Number: 20653 Address: 1948 JORDAN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: aOWNER» NEORM .. . a x s_ Date Issued: 9/19/2000 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 9/19/2000 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS 1PH 3W 2 40V CABLERW NEW RESIDENTIAL SERVICE CMA ELECTRICAL CONTRACTOTS OF FL PERMIT 45.00 • ns 'ections ReWrea; - ,' ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. X45.80 14 Date: 9/20/80 01 Receipt: Q90429 CHECKS 25E2 ATEMTIC kAGH BUILDING DEPT. 88188883221888 CITY OF ATLANTIC BEACH, FLORIDA Approu�d by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _S7 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: M ICIAN SIGNATURE NAM ADDRESS:T.! �� RFQ_.____BOX BLDG.SIZE BETWEEN: X7N—►y (_2c 12 RES.(-l' APT.( ) COMM.( ) PUBLIC( ) INDUS.l I NEW 94 OLD( I REW.( I ADDITION( ) TRAILER I )) TEMP.1 ) SIGNS ( ) SO.FT. SERVICE: NEW& INCREASE( 1 REPAIR ( ! FEE CONDUCTOR SIZE O AMPS /:5 COPPER( ALUM. SWITCH OR BREAKER v AMPS PH > W �/40LT R ACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.40 AMPS. 3t.$00 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMM. I OV6A APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW44EAT 0.1 ovEB MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS OU ' TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES ""` ——� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tei: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION -- -� LOCATION INFORMATION Permit Number: 20631 — ' Address: 1948 JORDAN STREET Permit Type: PLUMBING I ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est.Value: Parcel Number Improv. Cost: OWNER INFORMATION Date Issued: 9/15/2000 Name: BEACHES HABITAT Total Fees: 53.50 4 Address: P. O. BOX 50939 Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 9/15/2000 Phone: (904)241-1222 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR(S�)- —_ ___ _ _APP_LtGAT10N FEES B G PLUMBING ; PERMIT 53.50 I I 1 Inactions Required --- UNDER SLAB PLUMBING SEWER/WATER �TOPOUT — I FINAL � 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 OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION I FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s d� i ts3.5B 1 —4"'� - -- _ Da $9/15/M 81 Receipts �� L—h&—TIC BEACH B ILDING DEPT �1D8983'�218R8 CITY OF ATLANTIC BEACH APPLICATION FOR PLL714BING PERMIT JOB LOCATION: 114/8 7o le,0 y 14 STit ett-7- OWNER OWNER OF PROPERTY: e-14 A.$ 14A4 I T*T TELEPHONE NO. PLUMBING CONTRACTOR B a-& ftwmaipj& C c CONTRACTOR' S ADDRESS : 13997 rS,�Sqata 61-00. STATE LICENSE NUMBER: GFto X2593 TELEPHONE: 21.?- 3585 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED ( SINKS SHOWERS Z LAVATORY ( WATER HEATERS Z, BATH TUBS DISHWASHERS URINALS DISPOSALS Z CLOSETS 1 WASHING MACHINE FLOOR DRAINS SHOWER PANS ( SEWER l WATER REPIPE OTHER TOTAL FIXTURES: // x $3 . 50 + $15 . 00 5 3.s o MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: (A (Y, �,�✓hni ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20312 Address: 1948 JORDAN STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lotl6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: 49,568.00 Date Issued: 6/29/2000 Name: BEACHES HABITAT Total Fees: 2,496.40 Address: P. O. BOX 50939 Amount Paid: 2,496.40 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/29/2000 Phone: (904)241-1222 Work Desc: CONSTRUCT NEW HABITAT HOME - HSF 1095 SCHG-1124 PROPERTY OWNER PERMIT 0.00 NOTE: Structures must not be identical to WATER IMPACT FEE 350.00 others within 500 feet. GWII SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 5.21 RADON CAB 5% 0.27 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.33 SCHARGE/ATL.BCH. 0.59 w , TREE BARRICADES FOOTING FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE �- Date: 8/30/00 81 Receipt: 8884843 Total Payment $2496.` AfLANX BEACH BULkOING DEPT. PUN REVIEW CHECKLIST PROPERTY DESCRIPTION: &j �� 7 OWNER:—�,L/ odt I,4 F [� 1. Determine Occupancy Classification of the structure. Select occupancy classification C which most accurately fits the use of the Building. (Chapter 133) [✓J 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 132) [, C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter B2) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [A f. Determine percent of exterior openings per floor. [✓] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) '��► r- [✓J a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [V]] b. Check allowable height and area increases permitted. (Chapter B5) [/J 4. Check detailed Occupancy requirements. (Chapter 84) [vj 5. Check detailed Construction requirements [ a. Fire Protection of Structural Members(Chapter B6&Table B600) [v1 b. Fire Protection Requirements (Chapter B7 and Table B700) 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) [v f 6. Review design as related to standards. (Chapters B16-B26) [vj 7. Check other requirements as necessary. [v J a. Construction projecting into public property(chapter B32) 10 b. Elevators and conveying systems(Chapter B30) M C. Sprinklers,standpipes and alarm systems(Chapter 139) Id. Use of combustible materials on the interior(Chapter B8) [Y° e. Roofs and roof structures(Chapter B15) [�] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other � - 2L • D � CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By:_ C C-"— C- lt�' Don C. Ford, Building Official don/sb.1 PROPERTY DE,S�CRIPTION�` # k # Section # division: Street Name Q c' IPTION OF WORK or Address: C ( l g O 12. 0 (If in a FLOOD HAZARD.;,_ ray-k Flood Zone: area complete page'i' Brief Description V" City of Atlantic E3 ach Building and Zontl@s of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed �r District: �c Use: Estimated Value $ D 6 Exceptions or Variances Materials: /r[ - Granted Solid or Filled , 1 Ground Roof: Method of Heating: OWNER INFORMATION Property Owner• "'(" Phone: Mailing Ad ess Zip: CONTRACTOR INFORMATION Contractor: Phone• Z 0,-!;) Mailing Add ss: Zip: _ Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR S L BE PROVIDED AS REQUIRED. Owner Signature (` DATE Contractor Signature DATE N SUBSCRIBED BEFORE ME BY G� /Cr /��'l�KFF/�'�✓ THIS7.(� DAY 9� .�mA✓ HAYWOOD N't BALL d; Vis,CcrRt.#fCCEiGe� expires NOTARY PUBLIC M Jammy 23, 1001 1 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7)copies and received by 5 PM on Friday ten(10) dUs prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED 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 5. PROPERTY ZONING: ❑ RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *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. ORD 'DID ilk of NO- R A POf of CT5 pGE t6) � �vo AS Loz �. � M UNE � gl.� t $ pert 4ik 1$ 2 00y, Ns N 1 Ipop � A►-L'E'Y TO N 7► p l V- 01 O -4 Q. ►2"11 1 i!l QPM D1 � �F, t� ODU3 H gro - c 01 6 V 2 111� 11 a p ;,� �i.41 BEACHES HABITAT HVAC LOAD ANALYSIS 5 for r. 3 S _a.� I W a ? . • t .k,� s. gpr; by v I' Y% ACHV. �z" 'SAL HVAC LoAD " h. w ^�.'�� Prepared By: Andy Bryan U Ocean State Heating&Air Conditioning cl ty to f 1476 Atlantic Boulevard f �1'd "Wit„ �F�,"1CI1 Llt f Narideptune Beach,FL 32266 Cid`llri (904)249-8251 3-5-99 ® r� e � x. .,,k %xaQ . a�a�� e ::.ate ➢;<c';, f 'S Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904)249-8251 Fax: Fax: (904) 249-8949 i=3 =.YR az f: v �' r. ,,o••' kr'. 'A:nr;; x ^< . >+.E .4. xy F.a'ro. Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) , ' ,..: �` x,: _..� .� -:�.: '.,;; �'..s ?r'fit ,�':fr s'fz�6„� + y . S ) �x3.�' r. ,y , i.�,,�$: <•1.,�.:.v., . Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,316, 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier. X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Ml r Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) ".� 3 3• Fig. C- / L".< e'k... Y) f ,i'`y Y� b'sr. .k ✓' zj.. ,.s- p^ x C �.`�x'.'".v vt d �.�: f '7 Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. a xY. .H� p�f <2. � :{1 ';[ .:� t fy:l iY£" ...2�'ki F 'ii 4•C��M� .e£4 .:� R Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 AMR. ikmm Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % rotal,cooling required with outside air: 19,767 Btuh 1.647 Tons(based on sensible+ latent) 1.826 Tons (based on 77% sensible capacity) � 1 r... .. , �' 3 £.fi 'y{. t.rn. „F ,� s ,a�.,,�xt A >4 Ax `� c: fi r.f kx.g. s -t!_.; � s t.d't.yr+.a $'X '.alculations are based on 7th edition of ACCA Manual J. SII computed results are estimates as building use and weather may vary. $e sure to select a unit that meets both sensible and latent loads. k Y }y - Htg Htg Run Run Cig Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys . No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM --Zone 1-- 1 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054' 407 93 1.00 93 93 a 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 . 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 Totals 1066 23,326 303 16,869 2,898 767 861 767 Main Trunk Size: 12x12 in. Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 III' jj r. Heatinq System Cooling System FORM 660A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: Permitting Office: City, State: , FL 32250- Permit Number: Owner: 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: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER:10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1066 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 130.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 _ d.Tintlother SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c.N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b.N/A _ c.N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS Total base points: 17597.00 hereby certify that the plans and specifications covered Review of the plans and ly this calculation are in compliance with the Florida specifications covered by this o4 sx� T.��° :nergy Code. calculation indicates compliance ,,,'y4N, 'REPARED BY: Andy Bryan with the Florida Energy Code. 4 )ATE: Before construction is completed this building will be inspected for hereby certify that this building, as designed, is in compliance with Section 553.908 ompliance with the Flori nergy Code. Florida Statutes. ° w$ )WNER/AGE T: --'�AA t e BUILDING OFFICIAL: )ATE: DATE: i^a 2 2- d EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang T e/SC Ornt Len Hgt Floor Area YP Area X SPM X SOF = Points ,18 1066.0 33.05 6342.5 Double,Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6' Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double,Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 DOOR TYPES Area X BSPM = Points Type . Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 146.6(p) -37.0 -5402.0 Slab-On-Grade Edge.insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGaugeO DCA Form 600A-97 EnergyGaugeOlFlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL,32250- PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL, 32250- 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 1066.0 9.76 1873.7 Double, Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double, Clear S 6.0 6.0 .20.0 4.03 2.73 220.2 Double, Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES _Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 UnderAttic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGauge®DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL,32250- PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGauge-DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach,FL,32250- 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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 PASS 04 ZHB SZ4 * e �G,on WE EnergyGauge-DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 :'ORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Third Avenue South,Jacksonville Beach, FL,32250- 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/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Wails 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrationstopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor,around shafts,chases, soffits,chimneys,cabinets sealed 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. Multi-story 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 clearly marked circuit breaker electric or cutoff as 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 Se arate 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. Common ceiling&floors R-11. .nergyGauge-DCA Form 60OA-97 EnerAvGauoe0/FlaRES-97 FLRCNA-200 s ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.0 The higher the score,the more efficient the home. Third Avenue South, Jacksonville Beach; FL, 32250- 1. New construction or existing New — 12. Cooling systems 2. Single family,or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 — SEER. 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No _ — 6. Conditioned floor area(ft2) 1066 ft2 a N/A _ 7. Glass area&type — — a. Clear-single pane 0.0 ft2 _ 13. Heating systems b.Clear-double pane 130.0 W — a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c.Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tintlother SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ — a. Slab-Cm-Grade Edge Insulation R=0.0, 146.0(p)ft _ c. N/A _ b.N/A c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a.Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b.N/A _ c.N/A d.N/A _ c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A W-C-Multizone cooling, M&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) o4zuz srgT�, in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: �IrCpD WB' � *NOTE: Thehome's estimated energyperformance 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 EPADOE EnergyStar%esignation), your home may qualms for energy efficiency mortgage(EEAI) incentives fyou 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 8501487-1824. EnergyGaugeV(Version:FLRCNA-200) 47 42 ' c- c- c- bl w ru ru > -75 ::j �LA 0 Z7 ER: JDM ------ ATE: 12-29-98 HOMES L UMBER JOB # 9-2216 BY; CUSTOMER: HABITAT @ BEACHES V BER TR USS CO. PROJECT' LJS 9-7-99 6550 ROOSEVELT BLVD. PLAN LOT "B" THE HABITAT JACKSONVILLE, FL 32244 aPMON:E (l 4) 772-6100 FAX (904) 772-1973 )b; -4 799 LOT TI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT rOp CHORD 2x4 SP #1 Dense IOD MPH WIND, 15.00 FT MEAN HGT, SBCCI, l0T CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. N LIEU OF RIGID SHEATHING; OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �--- 7 i 1' 7' W4X8 W1,5X3 W4X T 12 T 5p m m in m _i7~ W2X10(85R) W2X10(B5R) WS.5X4 W3X7 HS2512 W1.5X4 25' �-2' 25' 2' --'� 7' - - 11' 7- 428'# 428# Rv-19030 U-930# W-3'8 Rv-1903# U-930# W-3'8 ATE-WAVE TPI95 TPI-95(STD) QTY- 2 PLIES- i TOTAL- 2 REV. 18.2c4 SCALE -052669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME-CME ON1 1 3/98 TC LL 20.0 PSF REF IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HMOLING, ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-GS BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RELPINE CONNECTDK ARE MADE OF 20GA QALY. STEEL MEETING ASTM GUIRFENTS. UNLESS OTHERWISE INDICATED. TOP u42319 JBC DL 1O•O PSF DRWG CH446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ORD SMALL BE LATERALLY BRACED WITH PROPER BC LL O.O PSF JDM RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTAGEO RIGID CEILING—SEE •1 A i E 07 A • Q TOT.LO. 37.0 PSF0/A LEN. 25 CONFORM W/APPLICABLE PROVISION OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER <oR 1O oT SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,f„ '�e lt'i OUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED LFON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. f. 1.x•1 M TPT llTiMRR PI ATF TN.4TTT11TF NI1R. T�4 W&TTMAI M¢TM llMrTFTrATTM FroIflMM\ 1 T..A"TIIN - SPACING See above TYPF NDS�A DS ob: 8-4 799 LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP #2 N: 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24,00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. B' 7' _9, W4X5(R) W4Xo T 12 T 5 p ic W2X5(A1) 2X5(Ai) _ 1 8'1' W3X4 W3X4 W1.5X3 25' �2• 25 2 Ry 1036f U-540# W-3'8 Rv-1036# U-540# W-3'8 AG SEQ = 52410 LATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL- 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRDa1Cis, INC. 7RLSSES REDUfFE EXTREME CARE TC LL 20.0 PSF REF *I MPGR T A N T *SHALL NDT eE RESPDNs:BLE FDR ANY ARMING IN HRAMLING ERECTION AND 1 1/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICA71ONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1 TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE lot ALPINE CONNECTORS ARE HAM OF 206A BALM, 57EEL MEETING AWN GUIREHENTS. UNLESS 07H901SE INDICATED, TOP oA 423 9� �� BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH:]: TRUSS AND UNLESS 07HERWISE LOCATED ON THIS DESISN, POSITION LY ATTACHED PLYWOOD SHEATHING, .BOTTOM BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING A T A 1 E Of, CONFOW))APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE H7/1/91) FOR �fOq{ON TOT.LO. 37.0. PSF O/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE L'OMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISHA COPY Of�" T O NDUR FAC 1 .25 1N.ONLY, ANO SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. ..IIsi TO TFE 7RL53 EHECT1lN CONTRACTO 0 ; (8-4799) LO T /-T3 THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF, IN LIEU OF RIGID SHEATHING: ARIGID CEILINGPROPERLOR CONTINUOUSTACHED TOTHE LATERABOTLDBRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. MUST BE 11, 3' W4X5(R) 4) ---1 i' 5 p W3,5%3 !WIWI.5X3 v c c W2X6(A 1) W2X6(A3) _ —,±1.8'i W3X7 W5X4 25' }---2' r- 25' ---�--2' --� Rv"1036# U-540# W-3*8 RV-i036# U-540# W-3'8 -ATE-WAVE TPI95 TPI-95 STD OTY- 2 PLIES- i TOTAL- 2 REV. 18.2c4 SCALE -0. 669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR AMYWARNING IN HANDLING, ERECTION AND 3/�1 7B n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-S1 BY TPI. SEE THIS DESIGN T[Ip, TC OL 7.0 .PSF DATE 12/07/98 FAILURE TO BUILD THE TRIGS IN CONFORMANCE WITH UST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SRACINS RE �s rye. /\ ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING.ASTM OUIREMENTS. UNLESS OTHERWISE INOICATE4 TOP ¢1223 A BC OL 10.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED Ot THIS DESIGN. POSITION LY ATTACHED PLYWOW SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CON1EC70AS PER DRAWINGS 130. 150 G IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIA--SEE f T Arf o•4„CONFORM W/APPLICABLE PROVISIONS OF NQS C TPI, AM ENGINEER'S ALPINE IECHNICAL UPDATE h/1/GIH FTOT.LO. 37.O PSF O/A LEN. 25 SEAL ON THIS OUMIMG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FW/ISH A COPCr .,.' OUR.FAC. 1 .25IN ONLY, AND SHALL HOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TD THE TRUSS ERECTION COHITRC:PAf TRIG 7A Nl" . t pty (8-479 LOT T4 THIS DWG. PREPARED BY THE ALPINE J08 DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HOT. SBCCI' BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL ■ 5.0 PSF' WIND BC OL + 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12'6' 12'6" ---_� W4X4 .T rn 5 p Wi.5X3 w1.5X3 rn io io in in Q=W2X6(A1) W2X6(A 1) B'1 w3x7 w3xa 25' �--2' - -�- 25' _ 2' --� RV 1036# U=540# W-3"B Rv-1036# U-5400 W-3'8 AG = T4 SEQ = 52419 LATE-WAVE TPI95 TPI-95(STD) QTY= 12 PLIES- 1 TOTAL- 12 REV. 18.2c4 SCALE -0.2669 IMPORTANTuLNosaoN9e Fon: TRUSSES REWIRE EXTREME`ARE TC LL 20 .0 PSF REF (�2 WARNING NG IN HANDL ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T epi_ TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD TIME TAM IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REk� ALPINE CONNECTORS ARE NAGE OF 206A BALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �A A2; 19 .� SC DL 10.0 PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACNEO PLYWOOD SHEATHING. BOTTOM CHORD 113C LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—]SEE N TA TCONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p/1/90 FOR PRO . <ORI � TOT.LE). 37.0PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED.HERE DRYMAL.L APPLICATION. FUNISH A COPY OF T �',f wa�� JOUR.FAC. 1 .25 IN ONLY, AND SHALL NOT.BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTICN CONTRACTOR. CLIA r T AH_ '5A n" lot)- (8-4799) LOT J1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2X4 SP #2 N WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 in in m 5p m WW2X4(A 1) v� 8'12 7'1'8 Rv-403* U-250# W-3"8 Rv-70# U-2001 NAILED 'LATE-WAVE TPI95 TPI-95(STD) QTY= 14 PLIES- 1 TOTAL- 14 REV. 18.2c4 SCALE =0 7320 ALPINE ENGINEERED PRODUCTS. INC. TRESES REQUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF *IMPORTANT**SHALL Not BE RESPONSIBLE FOR ANY ARNING IN HANDLINQ, ERECTION AND n )\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN j pp, TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBS BY TPI. FON ADDITIONAL SPECIAL PERMANENT BRACING RE �I,Z, NE _}M 0� ALPICONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP ��423iGM J� BC DL 10.0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G ISOA-F; DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE W r A r H:ov: CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE IECHNICAL UPDATE (7/1/01) FOR PROPER •+�'"IopTa� TOT.LD. 37.0 PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HER: DRYWALL APPLICATION.FURNISH A COPY OF THIS n'j o'�� JOUR.FAC. 1 .25 IN ONLY. AND SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ...... .� .. _ . ....... M .. ......_. ��_^��CCCUUU RPArTNr. PA n" T- Qnof Ob: '-4 7 L T J2' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORE) 2x4 SP #2 N 100 MPH WIND. '15.00 FT MEAN HGT. SBCCI. BOT CHORE) 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 4T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-99# NAILED 10'2'6 in in N 12 N sp W2X4(AS) ,1, B'1"2 2• 5. Rv-339# U-230# W-3"B Rv-44# U-200# NAILED 4G = T6 SEQ = 52427 -ATE-WAVE TPI95 TPI-95 (STD) QTY- 6 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -0.9207 n ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAPE TC LL 20 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY AANING IN HANDLING. ERECTION AND 1/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.O PSF DATE 12/07/96 FAILURE TO BUILO THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE „FkALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AST$ OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �A123�94 �`� BC OL 10.0 PSF ORWG MIB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE s T A T E O CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.0<oRtO♦"oa TOT.LO. 37. PSF 0/A LEN. 5 SEAL'ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI- f "0��r" OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. t�S "--TPT . TFAK9 0 ATF TNCTTTHTF NDC. IM,.NATTIM. nFCT M Q0r TF1rATTMW FnQ WrM rr M rTTM SPACING 24.6" TVpF S o e c 3b: (8-4799) LOT J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 27.62. fOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 'HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS kT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING :NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 h h e+ w 5 v 2X4(A1) 3'1"8 r 2- 3' Rv-288# U-220# W-3"B Rv-17# U-200# NAILED 4G = T7 SEG 5 432 -ATE-WAVE TPI95 TPI-95 STD) OTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE =1405 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11 3/98 TC LL 20.0 PSF REF t IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T gip. TC OL 7.O PSF DATE 12/07/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMA ENT BRACING REALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREIENTS. UNLESS OTHERWISE INDICATED. TOP 4�42319� �� BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORDSMALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPEFLV ATTACHED RIGID CEILING--SEE ti A7 E Of CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE n/1/91) FOR PROPER i <Opt6��� TOT•LO. 37.0 PSF O/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT.GE RELIED UPON IN ANY OTHER WAY, TR DESIGN TO THE TRUSS ERECTION CONACTOR. CSS r,PAf TNf PA n" ITVnff Cn Pr .�_ 3b: (13-4799) L 0 T J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -1650 OCCURRED ON A 30T CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP i2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. REACTION OF 334.78. IN LIEU OF RIGID SHEATHING; 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) °'T °' 12 8'1'2 2' 1' Rv-370# U-2700 W-3"8 Rv-2W"16&4w200gAIUMLED AG = T8 SEG 52436 LATE-WAVE TPI95 TPI-95 (STD) QTY- 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =1.8460 ALPINE ENGINEERED PFAXMTS. INC. TRUSSES REQUIRE EXTREME CARE 1 1/ 3/98 ON TC LL 20.0 PSF REF (�� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AANDn \ DEVIATIFROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 SY TPI. SEE THIS DESIGN T pp_ TC OL 7.0 PSF DATE 1 2/0 7/98 \\UV�V►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F+c4_? �-t� O� ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP a�231g JA BC OL 1 0.0 PSF DRWG RD O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOSHALL BE LATERALLY BRACED WITH PROPER ND T TRUSS AUNLESS OTHERWISE LOCATED ON THIS DESISN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E Of t CONFORM W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S ALPINE JECHfNICAL UPDATE n NOR 30/1/g1) FOR PROPER TOT.LD. 37.0 PSF 0/A LEN. 1 era SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.FURNISH A COPY OF THIS {� +yeN - OUR.FAC. 1 .25 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRIES ERECTION CONTRACTOR. /7��`4.U_ t�`''llV -... .--....... ..M..,.... - ..,... ...7 -.. ,moi. —TC.,.A,.M—0..,�,�,�TM�TTM SPACING 24.0" TYPE SPEC -4 79 LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N *NNLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. OPEN BLDG. LOCATED ANYWHERE IN ROOF. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. _OAD CONTINUOUS LOADS LOAD CONC. LOADS ;ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 8 20.0 20.0 2.B 12.7 0 T 55 6.3 1 B 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING; I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC. 1 T -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 1 T -89.2 =89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC .LOCATIONS. PARTICULAR CARE IS_ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRASEM# NAILED 1'5"7 -33 551 197r 2'9"15 ----2'9.15 2'9'.8 �- 9'10"13 =� •O•C W3X4. W3X3 12 `^ 3.54 `^ in m W2X4(Al) .q. ri 1 2 W1.5X 3 10'2'5 -2t9"15 9'10"13 1'5'7-� 2'9"15 2'9'15 2'9'8 -3910 351 88 Rv-3700 U=20010 W-4"15 Rv-35010 U-20010 NAILED Q ATE-WAVE TPI95 TPI-95 (STD) aTY- 4 PLIES- 1 TOTAL- 4 REV. 18..204 SCALE -055915 ALPINE ENGINEERED PRODUCTS. INC. Y TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT-BE RESPONSIBLE FOR ANY ARN1NG IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °"423 9� �A BC OL 10.0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF LHON)SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD � BC LL 0.0 P5F JOM CONVECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE [Y A i[o+ CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER<ontoY TOT LO 37.0 PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A.COPY OF THIS f AW[�� . OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE,TRUSS ERECTION CONTRACTOR. - R--TPT . YRUCC GH ATP TWTTTUTC una_.n.a ...•......, .✓.....:.-- _______ _. -. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20266 Address: 1948 JORDAN STREET Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/23/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: FOUNDATION PERMIT FOR LOT 6, FRANCIS COVE FOR NEW HOME PROPERTY OWNER TREE BARRICADES FOOTING SLAB NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 AT NTIC BEACH UILDING - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20267 Address: 1948 JORDAN STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):6 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/23/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: (904)241-1222 Work Desc: TREE REMOVAL FOR LOT 6, FRANCIS COVE PROPERTY OWNER 700 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C� ATLANTIC BEAC BUILDi EPT. / 5 q P 3-0,c0 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7)e2pies and received by 5 PM on Friday ten QM days prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. APPLICANT NAME ADD .SS TELEPHONE 141 2. 922+ a� �-ri.�` v� P�����N tR5 'b'did i'Vo'lIt) I'41 tl;n , ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE f 3. REASON FOR PROPOSED TREE REMOVAL: f,�, I r A) ' t-./ 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES CQ NO ❑ NOT SURE 5. PROPERTY ZONING: RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** Vit►, 4 '� *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"X". f) 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. 8. 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 corners 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 R, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF O CES OF ATLANTIC BEACH. Applicants Signature Date rr Owners Signature ii Date , CITY USE ONLY: Tree Conservation o d Chairperson Date o v v K. 8 , PAGE 4 I�i011C IS THE D 20' ALLEY BY PLAT BOOK 19, PAGE 16 HEREIN IN AU- 300.48'05"E 214.78' of THl 24.86 PCSP 84.48 PCSP C,21'12 BE ADI � � � ON TNI x v RECOM 0 m PC w = PT 3 (o L 0 T 6 L O T 5 W ( X W rn z tn N U C9 v 0 CNcoq m a m z N00'00'46"W 99.41' N00'0046"W 99.42' -4 J 49.70' 49.71' 49.71' 49.71' r 0 p cv 0 0 0 ¢ Q7 Z m CJ h 6.00'- -10-00' .00'10-00' J w N a a a io rn } >- wtO co o iD •i °° d, o � LOT 1 i OT 2 LOT 3 3 LOT 4 .4 W m 1 ? o 4 o oo ui d' J co wag g o -� co c a q 0' rn rn O a 00 ou O � N V) 00 0 rn z o 10 L, z 0 Li z X PT C PC 0 0 z � PCSP 34.88' 49.71' 49.71' 34.63' PCSP x'210 N00'00 48 214.98' Nk FRANCISAVENUE NAIL & DISK _ ___. - S00'00'46"E 301.02' " ?DEN & ASSOC 18" (30' RIGHT-OF-WAY BY PLAT BOOK 19, PAGE 16) Ar Book 9649 page .248 Bonk: 6849 38 1 34 This instrument as prepared by Pae: 248 Filed & Recorded P.O.Box 50939 HENRY 01:52:01 PH W COOK Jacksonville Beach,Florida 32240 CL1ERK CCIIRCUIT COURT DVALTRUST FUND $ 1.00 'M. RETUR 4;-j RECORDING t 5.00 NOTICE O£.COMMENCEMENT E 4 STATE OF.FLORIDA Permit No.: COUNTY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with section 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. _Description of property:(egal description of property and street address if available) f� RALLI-V Oy k494 LQ Oca-�� 2. General description of improvements: To build a single family residence 3. Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches,Inc. P.O.Box 50939,Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A 4. Contractor: a. Name and Address: �{ t� ©c' u�t b. Phone Number: q04—��.— 1 Zax iacceptable) o, Fax Numben(optional,if service by£ o`Z 41 —'- -31 D 5. Surety on any payment bond: NONE 6. Name of any lender making a loan for the construction of the improvements: N/A 7. Persons within the State.of Florida designated by owner upon whom notices may be served as provided by Section 713.13(l) (a)7,Florida Statutes: t P.O.Box 50939,Jacksonville Beach,FL 32240 Phone: (904)241-1222 Facsimile: (904).241-4310 8. In addition to himself, owner designates the following person to receive a copy of the henor's notice as provided in Section 713.13 (1) (b),Florida Statute(Name,Bank and Address): N/A 9. Expiration date of notice of commencement: 1 year from the date of recording. The foregoing instrumentwas acknowledged before HABITAT FOR HUMANITY OF THE me this day'of�200 by G/0+1CL JACKSONVILLE BEACHES,INC. 13v T' ,who [ s personally mew to me or /W "