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411 E Snapping Turtle Ct (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: v Property Owner: Phone # Ii��t r C-rcVe ls4ern Contractor: Phone # -Tbe- 2-ZZ Permit#: Date Issued: C3 r� �r�•C,3 Building Inspections: Footing iAt Slab .o Tie Beam Lintel Nailing / Sheathing I.- Z. Framing / Cover Up -off 0 Insulation 3-1. Final Building 91211 O�j Tree Permit# YES NO Electrical Permit# � Date / Cop to EA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric �,� Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final L Z U� Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# 1 0 3 rQ71 IL Inspections: Rough / Underslab Topout Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: ! _ Date Paid: Date Paid: ff IIuxt L c-ou-"tikF . ADDRESS-------�.l1 �� --------------------------- BUILDING PERMIT M INSPECTIONS FOOT IIIG_L=��=1� INSULATION_3/a:J�q__ SLAB--- - _��---- STEEL ----------------- FRAMING _ _ a_ FIRE-----------------= FINAL BUILD _c C/0-----�- --�--- ELECTRICAL PERMIT # c>? INSPECTIONS ROUGH ROUGH ---------------- _ FINAL PRELIMINARY SENT TO FINAL SENT TO JEA 6- - 9 -90 -------------------- CALL TO JEA MECHANICAL PERMIT • c -------------------- ►� INSPECTION ROUGH___319 L_____ PLUMBING PERMIT # � 1 -------19--------------- INSPECTIONS UNDER SLAB_•=,,3jiq�O_ _V U SEWER --------------- PUBLIC WORKS r r• HARLESTON PARKES, R.A. ARCHITECT ATLANTIC BEACH, FLORIDA 32233 904-%2-6368 ADDENDUM NO. 1 January 13, 2004 RE: PERMIT No. 03-27416 Residence of Dr. and Mrs. Robert A. Grovenstein 411 Snapping Turtle Court East Item No. 1. Sheet S-1, Sheet is revised and reissued to add structural support at various conditions revealed after demolition of existing finishes. END OF ADDENDUM NO. 1 ARCHITECTURE INSPECTION RESEARCH HARLESTON PARKES, R.A. ARCHITECT ATLANTIC BEACH,FLORIDA 32233 904-%2-6368 ADDENDUM NO. 1 January 13, 2004 RE: PERMIT No. 03-27416 Residence of Dr. and Mrs. Robert A. Grovenstein 411 Snapping Turtle Court East Item No. 1. Sheet S-1, Sheet is revised and reissued to add structural support at var' s conditions revealed after demolition of existing finishes. END OF ADDENDUM NO. 1 dl( ARCHITECTURE INSPECTION RESEARCH HARLESTON PARKES, R.A. ARCHITECT ATLANTIC BEACH, FLORIDA 32233 904-962-6368 ADDENDUM NO. 1 January 13, 2004 RE: PERMIT No. 03-27416 Residence of Dr. and Mrs. Robert A. Grovenstein 411 Snapping Turtle Court East Item No. 1. Sheet S-1, Sheet is revised and reissued to add structural support at var s conditions revealed after demolition of existing finishes. END OF ADDENDUM NO. 1 ARCHITECTURE INSPECTION RESEARCH HARLESTON PARKES, R.A. ARCHITECT ATLANTIC BEACH,FLORIDA 32233 904-962-6368 ADDENDUM NO. I January 13, 2004 RE: PERMIT No. 03-27416 Residence of Dr. and Mrs. Robert A. Grovenstein 411 Snapping Turtle Court East Item No. 1. Sheet S-1, Sheet is revised and reissued to add structural support at v us conditions revealed after demolition of existing finishes. END OF ADDENDUM NO. 1 ARCHITECTURE INSPECTION RESEARCH CITY OF ATLANTIC BEACH � y 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 +, INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001383 Date 10/06/09 Property Address . . . . . . 411 E SNAPPING TURTLE CT Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------------------------------------- Application desc 1 FIXTURE --------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GROVENSTEIN, ROBERT DAVID GRAY PLUMBING INC. 411 SNAPPING TURTLE 8850 CORPORATE SQUARE CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 744-7255 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/04/10 ------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r_ CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: d G 4 Property Address: l „� ad Owner: ,eGw Telephone#: V/?A16 Contractor: David Gray Plumbing, Inc. Telephone#: " orporata quara Court Contractor Address: Jacksonville.Florida 32216 Fax#: Contractor Signature: -��` C �/ CFC 02258 In consideration of permit given for doing the work as described in the above statement,we hereby a 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 �LkdF Number of Futures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer l Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: j X$7.00 + $35.00 = � 800 Serninoie Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 . http://WWw.ci.atiantic-beach.fl.us Revised 1/04 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information SystemsCITY O 904-247-5845 Oct 06 2009 2:11 PM Last Transaction Date Time Type Identification Duration Pages Result Oct 6 2:10PM Fax Sent 97235668 0:35 1 OK CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 •J .. V INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027416 Date 12/18/03 Property Address . . . . . . 411 SNAPPING TURTLE CT Tenant nbr, name . . . . . . ADD PORCH, KIT REM, 4 WDWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 75000 Owner Contractor ------------------------ ------------------------ GROVENSTEIN, ROBERT THE EXTERIOR GROUP, INC. 411 SNAPPING TURTLE 394 9TH ST. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-2228 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 360 . 00 Plan Check Fee 180 . 00 Issue Date . . . . Valuation . . . . 75000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 360 . 00 360 . 00 . 00 . 00 Plan Check Total 180 . 00 180 . 00 . 00 . 00 Grand Total 540 . 00 540 . 00 . 00 . 00 r 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. 01'.1 BUILDING OFFICIAL cc..SyLy fl(, CITY OF ATLANTIC BEACH D. Ford `Js 's� BUILDING / ZONING DEPARTMENT ins S. oerr r 800 Seminole Road s� Atlantic Beach,Florida 32233 J v (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 3 —�� --I I l-'e Property Address: - I " 5►� U- c L'��' �� '' Applicant: Project: Wit-"6�0 1'- Y�L, A(A-d SVnCA21�l V'6( W S This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed..liy�: Dater— � l lvvq s CITY OFCATLANT C BEACH BUILDING &ZONING } CITY OF ATLANTIC BEAC DEC 16 2003 BUILDING PERMIT APPLICAT:By'. N (ALTERATIONS/ADDITIONS) Job Address: 5�%,4J°PING 14 k4l,� C7' Owner of Property: Address: // �Sl?4,A�>.�t�� Tllk`f'�E C71gAc� Telephone: Z�/ Legal Description: Block Number Lot Number: 30 Zoning District: �f,4.v�✓��/� Contractors �,5J /l State License Number:L ' /SVJ 7?J Contractor's Address: 3$� �� '`�� Z3� Telephone: -2-4'11— ) Fax: Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: L�C7d I What are the dimensions of the added space: 1 Z feet x Z.7 feet Will the added area be heated and cooled? "o New electrical or increase in service? A)eW Add plumbing fixtures? NO Add fireplace? AJ O Add heating/air conditioning? /Vo Is approval of Homeowner's Association or other private entity required? YFr.,r If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? EZNO. 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 appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1!14/03 Page 1 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 information provided with this application is correct. Signature of owner: � `ALL L 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 rrect and that the plans and supporting data have been or shall be provided as required. 01 Date: /� Signature of Contractor: l.tel 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 � U day of / 20C). State of Florida,County of Duval r,•, Notary's Signature: ,.ti�:?^y,�; JENNIFERSCHLUETER MY COMMISSION#DD 121301 ❑ p rsonally known ,= EXPIRES:May 27,2006 6;,r,,.••' Bonded ThuNotary Pubic underwriters Produced identification L r . Type of identification produced L' �b tp I 1 J� AS TO CONTRACTOR: Sworn to and subscribed before me this h day of 7-?-f 4-,—- ,20 63. State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER MY COMMISSION#DO 121301 Personally known EXPIRES:May 27,20M ❑ Produced identification Not" Bonded ThruN Public Underwriters Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/14/03 Page 2 SEC E I \/ ED I CITY OF ATLANTIC BEACH B U I L n!NC; ", Z(-';N+14 C- ITY OF ATLANTIC BEACH DEC 16 2003 C PLICATION BUILDING PERMIT AP ONS/ADDITIONS) CYA (ALTERATI By. ate— ,is r Job Address: Owner of Property: �140, A"D 2- 1'Z/ Y WE rA Telephone. Address: Lot Number: Zoning District: Legal Description: B umberV lAle- - Ph State License Number: Contracto Contractor's Address: Telephone: 2,'/// Describe proposed use and work to be done: Ll use of land or building(s): Valuation of proposed construction: z_-7 feet What are the dimensions of the added space: 1 2— feet x e in service? Will the added area be heated and cooled? ,v 0 New electrical or increase Add fireplace? Add heating/air conditionin '7 Add plumbing fixtures? NO lace? A s esubmitwi this application. Is approval of Homeowner's Association or other private entity required? YFS_ yes, ea Will this project involve changes in elevation,site grade or any use of rill material or the removal of any trees? ANO. Applicant certifies that no change in site g❑ rade 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. will be removed for this project. No. Applicant certifies that no treesis project. TREE EMOVAL PEIT IS REQUIRED. Tree ❑ YES. Removal of Trees will be required for th Conrvation BoaRrd,which meetRMs two times each month. Removal Permits to be reviewed by the Tree se Procedure: In order to expedite issuance of permits, please follow all steps and unrouLte. ra Incomplete applications may result in delay in issuance of permit. per setbacks for the proposed construction. if you are unsure of this information, please STEP I. Verify zoning designation and proper order to correctly verify zoning designation, please have contact the Planning and Zoning Department at 904-247-5826. In Property Appraiser's Real Estate Number available. to determine if a pre-construction or post-construction STEP 2. Contact the City of Atlantic Beach Department of Public Works verification must be provided with this application.) -y or grading plan is required. (If not required, written ven Telephone:(904)247-5834 topographical survey ch,FL 32233 The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Bea STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. er/Contractor Affidavit if pplication, Energy fiction Notice of Commencement, own STEP 4. Please submit Building Permit A Department,which is located at the Atlantic owner is contractor,and four(4)complete sets of construction plans to the Building 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.atiantic-beach.fl.usRevised 1/14/03 Page I Cc: yLy_ CITY OF ATLANTIC BEACH D. C, �S j", BUILDING / ZONING DEPARTMENT ��ii�ns a Ss� 800 Seminole Road s� Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: ' Applicant: Project: Y`�►�1�� i��C , L4 This permit application has been: EPZApproved ❑ Reviewed and the following items need attention: Please re-sub> t your application when these items have been completed. Reviewed"ly'`�z � Date: detail, Tans must contain the following information as appropriate�for the type of work being In addition to construction and engineering P performed. Scale of drawings should be sufficient to depict all required information in a clear and legible 1. Current survey showing the property boundary ndn er�mane tbincluding setbacks,building hengs and distances and the ight,gal number of stories and square footage. Identify 2. Location of all structures,temporary p any existing structures and uses. re-construction topographical survey. 3. If required by the Department of Public 1�n urisdictional wetlands,CCCL,natural water bodies. 4. Any significant environmental features, g y� patios and other Impervious Surfaces. Swimming pools 5. Impervious Surface area calculations: include driveways, sidewalks, p may be excluded from total Impervious Surface. applications. 6. Other information as may be appropriate for individual app I hereby certify that all information provided with this application is correct. Date: c Signature of owner: and correct- All provisions of te laws I hereby certify that 1 have read and examined this application and know the same e The granting°a permit d°es nohpresumana ordinances governing this type of work will be complied with,whether specified herein or not 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 rrect and that the plans and supporting data have been or shall be provided as required. Date: tom J Signature of Contractor: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Fax: E-Mail: Telephone: AS TO OWNER: r, of C, ,20 . Sworn to and subscribed before me this day State of Florida,County of Duval Notary's Signature: �' T JENNIFER SCHLUETER MY COMMISSION#DD 121301 [] P rsonally known EXPIRES:May 27,2006 Dotmd Thri No:ary PjWc Undetw iters Produced identification �� _, �� Ll Type of identification produced C' , J AS TO CONTRACTOR: Sworn to and subscribed before me this day of 12003 State of Florida,County of Duval Notary's Signature: M • 1"',. JENNIFER SGHLUETER MY CCMhuSS!GN#DD 121301 Personally known a EXPIRES:May 27,2006 ❑ Produced identification ,jW. ¢� emrtle7Thi NWOPt"iaUnderwmere Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.usRevised 1/14/03 +� Page 2 Unit 3 - lot 30 (DCM AMA 25 November 2003 Dr. and Mrs. Robert Grovenstein 411 Snapping Turtle Court East Atlantic Beach, Florida 32233 Dear Dr. and Mrs. Gr'UVenSteirl: At the regular meeting of the Architectural Review Committee held today, pursuant to the Covenants and Restrictions governing Oceanwalk and with a quorum present, your request to add a sunroom and patio to the rear of your home and to re-roof your home in the same color, as detailed in your proposal received 25 November 2003, has been APPROVED as submitted. Please let us know at 249-3048 when you have completed all work so that we carr sched ik? an inspcc-rior: fu ;. [ Ui' C�:tip licince vil rh your S-Ub1r6-. iei CIS outlined in Article. EII, sub-section 8.5 of the Covenants and Restrictions. Thank you for your compliance with the Covenants and Restrictions, the intent of which is to ensure a standard of consistency and value for our neighborhood. With kind regards, uzanne Shaughnessy for the Members of the Architectural Review Committee cc: file, Unit 3 l.01 30 O zanne !Ti le tAk.0 LLiulsurl iia- isc�), :iu lax G }7-Q830 Kuren Floyd, Marvin Mgmt via fax 249-8598 Oceanwalk Association, Inc. P.O. Box 331188, Atlantic Beach, FL 32233-1188 5- MIN. RETURN Rook 11532 Page 1046 PHONE# NOTICE OF COMMENCEMENT State of 0A) 0 Tax Folio No. County of ,DU V A L To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE lOF COMMENCEMENT. Legal description of property being improved: 04- 36 Address of property being improved: r4POA lA `-r General description of improvements. :`Atw LOQ dl�G Owner: P- V- Address: Le,111 SAoWty 1 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: J� Contractor: Address: MLf S C. Phone No: �4 I ��? ' Fax No: ?tel —cp 43 urety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in -- Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWER . Signed: t.i. Date: 12 Before me his day of in the County o val, State of Florid ers pally a peared Doc# 2003408385 ,�JV IP/11 - Book: 11532 Page: 1046 N a Public at ge, State of Florid County of Duval. Filed $ Recorded My commission expires: 12/16/2003 04:00:21 PM Personally Known: O1 JIM FULLER : F1-- F(D 14- -1V 1 CLERK CIRCUIT COURT DUVAL COUNTY �.,. RECORDING f 5.00 •n, ,, JENNIFER SCHLUETER TRUST FUND $ 1.00 '_ MY COMMISSION#DD 121301 a; EXPIRES:May 27,2006 s�'R ttd r Balled Thru NaM PLA*c Underw9srs • � i,1 r1�1 f./�, CITY OF ATLANTIC BEACH >� l 800 SEMINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233 v INSPECTION PHONE LINE 247-5826 Application Number - 03-00027416 Date 2/09/04 � 411 SNAPPING TURTLE CT Property Address ADD PORCH,KIT REM, 4 WDWS Tenant nbr, name . • . ' Application description - . RESIDENTIAL ADD/RENOVATE/ALTER TO BE UPDATED Property Zoning . . . • ' ' . 75000 Application valuation . . . Contractor Owner - _ GROVENSTEIN, ROBERT THE EXTERIOR GROUP, INC . 394 9TH ST. FL 32233 411 SNAPPING TURTLE FL 32233 ATLANTIC BEACH ATLANTIC BEACH (904) 241-2228 ---------- ----- ---- - Permit • PLUMBING PERMIT Additional desc Sub Contractor J & L SERVICES OF NORTHEAST nck ECheLFee . 00 Permit Fee . . . . 49 . 00 0 Valuation Issue Date Fee summary Charged Paid Credited Due ------- -- . 00- Permit Fee Total 49 . 00 49 . 00 . 00 Plan Check Total 00 . 00 . 00 49 . 00 . 00 . 00 Grand Total 49 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED Up CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTBY OWNER PAYING TWICE FOR HER CONTRACTOR OR OWNER- UILDING IMPROVEMENTS" THE CCORDING To APPROVED PLANS RE WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LA W. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 1; PLUMBING PERMIT APPLICATION Date: 2 Property Address: I �)A Owner: C�R_a4f\)STs,10 Telephone #: Contractor. 4 ��l � ' d� �(, I�C Telephone#: `f S 41 Contractor Address: Z�Q �i �2eU�7 Y11� Fax#: 6 `7 �3 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 O3 Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers ' Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters lQ� Other kc V 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 i APPROVED �ACH CITY j, A �;, .t,� �Ull DING OFFICE j DEC 17 2003 By- AAM.A/NWWDA. 101/1.S.2-97 TEST REPORT SUMMARY Rendered to StIVIONTON WINDOWS SERIES/MODEL: 07-07 TYPE: Poly V1,►yl Chlorlde(PVC)Fixed Window Title of Test Results Rating F-R55 74 x 60 Ovi ra11 Design Pressure _^ _5 5 psf O eeatin Force N/A Air Infiltration <0.01 cfrn/ft Water Resistance 8.25 psf Structural Test Pressure ±82.5 psf Deglazing N/A Forced Entry_.Resistancc Grade 10 Reference should be made to Report No. 05-3024.5.02 for complete test specimen descriptio_and data. For ARCHITECTURAL TESTING, INC. Diphilly signed by Lyon Gca'ge Lyrm Caeorge, Project Manager LG:nl b Id Wd90:z0 2002 0I IOEi 6iS b06: 'ON Xdd 3-1US3-1OHM NUDIa9Wd: WOd-� i A Architectural Testing AAMA/NWWDA 101./I.S.2-97 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane Avenue Pennsboru, West Virginia 26415-9403 Report No: 05-30245.02 Test Date: 01/31/01 Report Date: 03/28/02 Expiration Date: 07/31/05 Project Summary: Architectural Testing, hie. (ATI) was contracted by Simonton Windows to witness performance tests on a Series/Model 07-07, poly vinyl chloride (PVC) fixed window at their facility located in Pellnsboro, West Virginia. Tlie sample tested successfully met the Performance requirements for an F-R55 74 x 60 rating. Test specimen description and results are reported herein. ^` Test Specification: The test specimen was evaluated in accordance with AANlA/NWWDA I0111.S.2-97, Voluntary Specyications for/Iluminuinyl(PVC)and Wood Windows and Glrxis Doors. 'rest Specimen Description: Series/Model: 07-07 Type: holy Vinyl Chloride(1'VC)Fixed Winslow Overall Size. 62"wide by 5' 0" high Daylight Opening Size: 5' 8-1/4" wide by 4' 6-1/4" high Glazing Details: The unit was interior dry glazed using 3/4" thick: sealed insulating glass fabricated with two 3/16" annealed sheets separated by a 3/8" desiccated foam spacer. The glass was set against an EP:DM gasket and secured using snap-iii rigid vinyl/dual durotneter glazi ig beads. Frame Construction: The :PVC frame was assembled using mitered and welded cornet constnlction. 130 Derry Court York. PA 17402-9405 plwne: 717.764.7700 fax: 717.764.4129 www.a rchtest.coni 2d WdL.0:20 5=002 01 'oaQ T02T 6TS V06: 'ON Xtid TIUSTIOHf1 NUD183WU: WOdJ i 05=30245.02 Pxgc 2 of 3 Test Specimen Description: (Continued) Drainage: Descrimion ualWiy Location 3/16" diameter woephole 2 Glazing pocket to hollow below, with open cell foam baffles 5" from each. end 1/8" diW- eter weephole 2 Exterior face of sill, 5-3/8" in from each end Rein forcenuent: No reinforcement was utilized. Installation: The unit was installed into a 2" x 10" wood buck constructed from Spruce-Pine-Fir #2 construction lumber and secured through the jambs using four #8 x 2-1/2" long screws, one at the top and bottom,of each jamb. The unit was sealed to the buck at the exterior and interior perimeter with a silicone caulking, with the exception of an appx-oximate 4" longvoid at each interior sill corner. 'fest Results: The results are tabulated as follows: Paragraph 'Title of Test- Test Methoii Results Allowed 2.1.2 Air Infiltration per. ASTM E 283 (See Note#1.) @ 1.56 psf(25 mph) <0.01 cfm/112 0.3 cfm/fl2 max. Note #1: 7i:e tested specinten rneets the pErforrnartce levels specified in AAMA/NWW()A lOI/LS 2-97.for-air infiltration. ltration. 2.1..3 Water Resistance per ASTM L 547 (with and without screen) WTT' =2.86 psf No leakage No leakage 2.1.4.2 Uniform J.,oad Structural per ASTM E330 (Leads were held for 10 seconds) @ 22.5 psf(exterior) No damage No damage @ 22.5 psf(interior) No dazuage No dainage 2.1.7 Welded Corner Test Meets as stated Meets as stated (' Ed Wd2-0:Z0 E00Z 01 'oaQ TOOT 6TS d06: 'ON Xdd 3-lUS3-10HM NUD183WU: W02d I 05-30245.02 Page 3 of 3 Test Results: (Corrtintle(l) Paragrapli Title of'rest-- Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 I-land Manipulation'fest No entiy No entry Optional Pcsforn�atace 4.3 Water Resistance per ASTM E 547 WTP = 8.25 psf No leakage No leakage Uniform Load Deflection (Loads were held for 52 seconds) @ 55.0 psf(exterior) No damage No dawage @ 55.0 psf(interior) No damage No damage 4.4.2 U.rAform Load Structural (Loads were held for 10 seconds) (g'), 82.5 psf(exterior) No damage No daruage @ 82.5 pef(interior) No damage No damage Detailed drawings, representative samples of the test specimen, and a copy of this report will be :retained by ATI for a period of four years. Uie above results were secured by using the designated test methods and they indicate compliance with the perfonuance requirements of the above referenced specification. This report does not constitute certification of this product, whichmay only be granted by the certification program administrator. For ARCHITECI'UR AJ-TESTING, INC: Digitally xignad by Lynn Ocurge ` Lyne George; Project Manager Steven M. Urich, P.E. � `Se Dior Proje�cl Lnguieer LG:nlb 7j�L 05-30245.02 bd Wd10:Z0 200Z OT '3aQ T02T GTS P06: 'ON Xt13 3-lUS31OHM NUD183WU: W0213 i DOCUMENT CON'l.'RUL ADDENDUM.#OS-30245.00 Current Issue Date: 03/28/02 Report No.: 05-30245.01 Requested by: Al Chum, Simonton Windows Purpose: AAMA/.NWWDA 1011I.S.2-97 testing of Series/Model 07-07 PVC :nixed window. Issued Date: 08/1.7/01 Comments: Ceztification copy to John Smith at Associated Laboratories, Inc. Report No.: 05-30245.02 Requested by: Cindy Dotson, Simonton Windows Purpose: Revise Report No. 05-30245.01.. Issued Date: 03/28/02 Comments: Add Florida-P.E. seal to report, Twelve original reports with only signature page sealed. r-. Sd Wdl-0:20 2002 0T TOET 6TS P06: ON XUd 31US310HM NUD183WU: Xdi 14:-)ti WtKIL-HV WHU"-tSHLt 24IM45 P0.569 gel APPROVED Cil IT i .i •i ..n .1,l -6 :1Ci BU11 DING JrFIC. DEC i 'i 2003 By: AAMA/NWWDA 1 /I.S.2-97 TEST REPORT SUVEMARY Rendered 6: S[MONTON W7 OWS U SERYES/MODEL{ 07-70 TYPE: PVC Doable Hang Watdaw with A9 Reinforcement Title of Test Results Ratio H-R65* 37 x 76 Overall Design Pressure 65 psf LORSrating Force 28 lb max. Air Infiltration 0.08 cfnvly %ter Resistance 9.75 p6f Structural Test Pressure ±97.5 psf De lazm. Passed Forced Lin Resistance Passed Reference should be made to Report No. 05-30357.02 dated 03/27/02 for complete test specimen description and data. i For ARCHITECTURAL TESTING,INC. I •� nirtnlly tired by Lynn Gmrg I Lynn George,Project Manager LG:ntb ✓J1r17J/L'U7J 14:Jt3 fi't:K1UiN 4"JLtbHLt -* 24IM43 NO.569 D02 Architectural Testing A 101/1.5.2-�7 TEST REPORT Rendered to: SIMONTON WINDOWS One Cochrane enue Pennsboro.WestVir a 26415 Report No: 05-30357,02 Test Date: 03/06/02 Report Date: 03/27/02 Expiration Date: 03/06/06 Project Summary: Architectural Testing, Inc. (ATI i was contracted by Simonton Windows to witness performance tests on a Series/Model 07-7 , poly vinyl chloride PVC double hung window at their facility located in Pennsboro, West V rginia, The sample tested successfully met the performance requirements for an H-R65' 37 x 76 rating. Test specimen description and results are reported herein. Geneml Note: An asterisk (*) next to the performs jce grade indicates that the size tested for optional performance was smaller than the minimult test size for the product type and class. Reference ATI report#101-41001.01 for gateway perfb�ance test results. Test Specifieadow The test specimen was evalu ed in accordance with AAMA/NWWDA 101/1.S.2-97, Voluntary Specifications for Aluminum,, Vinyl(PVC)and Wood Windows and Glass Doors, Test Specimen Description: Series/Model, 07-70(Reinforcement code A9) Type: PVC Double Hung Window Overall Size: 3' 1-3/16"wide by 6'4-3/8"high Top Sash Size: 2'9-1/16 wide by TO-3/8"high Bottom Sash Size: 2' 10"wide by TI-3/8" high. i Screen Size: 2'9"wide by TI-5/8"high Finish. All vinyl was white. i 130 Qwry Court i York, AA 17402-9405 I phone:717.764.7700 fax,717,764.4129 i www Archtest.com n1�nJiLrw] 14:_Jb HT1tKlLHN ktIU_tSHLt � -J411144,5 NO.569 (�3 05-30357.02 Page 2 of 6 J Test Specimen Description: (Continued) Glazing Details. The sash were exterior glazed with 3/4" thick, sealed insulating glass fabricated from two sheets of 1/8" thick, annea.ed glass and a steel spacer system. The insulating glass was set onto a double-sided adhesive tape and secured with dual durometer snap-in vinyl glazing beads. Wentherstri in PA g- Descriptio Quantity Loca ion 0.187"backed by 0.210" 1 Row ! Sill high pile with center fin 0.187"backed by 0.250" 1 Row Top rail, interior and exterior high pile with center fin meeting rails,bottom stiles(sides) 0.187"backed by 0.250" 2 Rows j Top sash stiles high pile with center fin 0.187"backed by 0.340" 1 Row Exterior meeting rail,bottom sash high pile with center fin stiles(exterior face) 7/16"diameter,offset vinyl I Row Bottom rail jacketthollow foam-filled bulb 0.187"backed by 0.500"high I Row Bottom rail vinyl jacket/foam-filled C-fold leaf 0.187'backed by 0.250"higb 1 Row Head insen vinyl jacket/foam filled bulb 0.187"backed by 0.300"high I Row Top rail vinyl jacket/foam filled bulb Frame Construction: The PVC frame was co*structed using mitered and welded comer construction. A rigid PVC snap-in adapter was 19cated at the head. Saab Construction: The PVC sash were asser bled utilizing mitered and welded comer construction. Screen Construction: The screens were construlCted with extruded aluminum. The comers were square out and secured using plastic corner keys. The fiberglass mesh screen cloth was held-in-place with a flexible vinyl spline. Fel/k7S/GbF73 14:-Vd HPI-NIU44 W ULLbHLE > 241M4s NO.569 LA14 ' I 05-30337.02 Page 3 of 6 Test Specimen Description: (Continued) J Hardware: Description Quantity Location Mctal cam lock and keeper 2 I Lock rail, 8"in from each end with mating keepers at the exterior rail Plastic tilt latch 4 Top corner of each sash Metal pivot bar 4 I Bottom comer of each sash Constant force balance 4 Two per jamb, 3 coils per assembly system with locking tilt shoes PVC sash stops 4 I One per end of each jamb Molded plastic "U"channel 2 ! One at mid-span of each interior jamb reinforcement j jamb track, at the bottom sash tilt latches Drainage: DcscriptiQuantiar Location. 1-I/16"wide by 3/16"high 2 Exterior face of sill, weepslot(with flap) 3-1/4"in from each and 1"wide by 3/16"high 2 Sill intermediate leg,one at each end weepslot 3/16"diameter weep hole 4 Bottom rail and keeper rail glazing pocket, 7/8"in from each end 5/16"wide by 1-3/32" long 2 Slotted cavity plugs at sill/interior weepslot jamb track intersection Reinforcement:: (Simonton code A9) The exter_or meeting rail contained a custom shaped extruded aluminum reinforcement measuring 0.71 1 50" x 0.492" x 0.062" (reference drawing #56110). The interior meeting rail contained a cfistam shaped, hollow, extruded aluminum reinforcement measuring 0.796" x 0.989" x 0. 2" (reference drawing #60911). The top sash rail contained a custom shaped, extrudediummum reinforcement measuring 0.748" x 0.394" x 0.062" (reference drawing #16107). The top sash stiles contained a rectangular shaped extruded aluminum reinforcement measuring 0.748" x 0.472" x 0.062" (reference drawing #56111). The bottom sash stiles and bPttom rail contained a rectangular shaped, extruded aluminum reinforcement measuring 0.748" x 0.866" x 0.062" (reference drawing #56109). I ell/CJ��Clel� 14: Sts W r—K i l HN WHULt5HLt -� Z41004,5 1O.569 D05 ' I 05-30357.02 Page 4 of 6 Test Specimen Descriptions (Continued) Installation.. The unit was installed in a woad buck constructed of nominal 2 by 10 Spruce-Pine-Fir#2 construction lumber and secui ed to the buck using seventeen#8 x 2-1/2" long screws, seven at each jamb and three at the I I end, evenly spaced(embedded 1-1/2" into the buck). The interior and exterior perimeter w is sealed with a silicone caulking with the exception of an approximate 6 long void at each}ntenor sill conger. Test Results: The results are tabulated as follows: I Paragraph Title of Test-Test Method ReggIte Allowed 2.2.1.6.1 Operating Force Top S Opening 22 lbs 30 lbs max. Closing 20 lbs 30 lbs max. Bottom Sash opening 28 lbs 30 lbs max. Closing 24 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 @ 1.56 psf(25 mph) 0.08 arn/ft, 0.3 cf Wft2 max. Note #J: The tested specimen meets the performance levels specified in AAMA/NWWDA 101/1..S. 2-9?for air infiltration. I 2.1.3 Water Resistance per ASTM E 5 7 (with and without screen) W'fP-2.86 pef i No leakage No leakage i 2.1.4.2 Uniform Load Structural per ASTM E 330 (Permanent set measurementsrepotted were taken on the exterior meeting rail) (Loads were held for 10 seconds) @ 22.5 psf(positive) 0.023" 0.132"max. @ 22.5 psf(negative) 0.020" 0.132"max. General Nate: No end measurements were !taken on the member measured. The measurements stated above include displacementµs well as bending. This statement applies to all Uniform Load tests performed. 8 171�f7J�G17f7J 14Jt3 H`tK1l.HV W1ULt5H_t � �411+�b4.S NU.7b7 veto 05-30357.02 Page 5 of 6 Test Results: (Continued) ParaUQ Title of Test-Test Method Results Allowed 2.2.1.6.2 Deglazing Test per ASTM E 987 Top Sash In operating direction at 70 lbs Top rail 0.0601/12% 0.500"/100% Meeting rail 0.060"/12% 0.500"/100% In remaining direction at 50 lbs Left stile 0.030"/6% 0.500"/1000/0 Right stile 0.030"/69/0 0.500"/1000/0 Bottom Sash In operating direction at 70 lbs Lift rail 0,060"112% 0.500"/1009/10 Meeting rail 0.090"/189/0 0.500"/100% In remaining direction at 50 lbs J Left stile 0.060"/12% 0.500"1100% Rigbt stile 0,030"1,6% 0.500"1100% 2.1.7 Welded Corner Test Meets as stated Meets as stated 2.t.8 Forced Entry Resistance per AAIA 1302.5-76 Tests A through G i No entry No entry 1 I i � I e11�F7.��GFa7.� 14:Jti H'Itfi 1l,NN W LJLtbHLt -► 2411 4.5 NO.569 I I 05-30257.02 Page 6 of 6 Test Results: (Continued) ParaMp Tide of Test-Test Method Results Allowed Ogtional Perfomnance 4.3 Water Resistance per ASTM E 57 (with ad without screen) WTP=9.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflection measurements were taken on the exterior meeting rail) (Loads were held for 52 seconds) @ 65.0 psf(positive) 0.580"* IJ175=0.189" @ 65.0 psf(negative) 0.551"* U175=0.189" *Exceeds the maximum allowed for YJ 75 but co6lies with all other requirements for this testing. 4.4.2 Uniform Load Structural (Permanent sat mcasurements wee taken on the exterior meeting rail) (Loads were held for 10 seconds)! @ 97.5 psf(positive) 0.060" 0.132" max. -- @ 97.5 pef(negative) 0.070" 0.132"max. Detailed drawings, representative samples of the testpecimen, and a copy of this report will be retained by ATI for a period of four years. The bove results were secured by using the designated test methods and they indicate compliancy with the performance requirements of the above referenced specification. This report does n t constitute certification of this product, which may only be granted by the certification pro gati administrator. For ARCHITECTURAL TESTING, INC: l pigialty signed by Lynn Goorp Lynn George Steven M. Urich,P.E. Project Manager S nior Project Engineer LGAb 05-30357.02 I i �1 t • NATIONAL CERTIFIED TESTING LABORATORIES C • 1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE(407)240-1356-FAX(407)240-8882 Date: July 19, 1999 Test Dates: November 3, 1998,March 12, 1999 A P P R O V E D DC Not. No.: 98019 elf, , -n 16, EACH Report No.: NCTL-210-2024-10,11,12 Juu SING �'rICE NCTL Certification No.: 98-0430.01 DEC 1 'l 2003 Test Requested By- Plastpro Inc. 9 Peach Tree Hill Road By:. Livingston,NJ 07039 Phone 973.994.7702 Facsimile 973.994.7701 Tests Conducted: PA 202(with no deviations) Design Pressures- Specimens 10& 11 Outswing +70.0 psf. -70.0 psf. Specimen 12 Inswing +70.0 psf. -70.0 psf. (1)DESCRIPTION OF SERIES: Model Designation—Distinction Series Fiberglass Door Glazed—as per drawing No. 99-06 sheets 1 through 4. Overall Size- Specimens 10& 11 74.3125"wide x 96.625"high x 4.5T'deep. (Outswing) Specimen 12 74.3125"wide x 97.375"high x 4.5T'deep. (Inswing) Configuration- XX No. & Size of Doors- Specimens 10& 11 (Outswing) (1) active 35.75"wide x 95.25"high x 1.75"thick (1) inactive with astragal 36.75"wide x 95.25"high x 1.75"thick Specimen 12 (Inswing) (1)active 35.75"wide x 95.25"high x 1.75"thick (1) inactive with astragal 36.75"wide x 95.25"high x 1.75"thick (2)MATERIAL CHARACTERISTICS: Frame and Door Material-Finger jointed pine jambs and fiberglass panels over a urethane core. Frame Construction -The head jambs and side jambs are finger jointed pine measuring 4.5625"x 1.25" kerfed to receive weather-stripping(drawing No. 99-06,sheet 4 of 4). The head and jambs are mortised, butted and joined using(3) .4375"crown x 2" long x 0.086"diameter wire staples. Specimens 10 and 11 were tested with an outswing aluminum bump threshold measuring 4.625"deep x 1.0"high(drawing No. 99-06 sheet 4 of 4). Specimen 12 was tested with an aluminum Schlegel series 5000 Hydrosill inswing threshold measuring 4.625" 2.75"high(drawing No. 99-06 sheet 4 of 4). The aluminum astragal was 073�/ - PROFESSIONALS IN THE SCIENCE OF TESTING Page 2 of s Plaatpro Inc. Repot No. NCTL 210-2024-10,11,12 attached to the inactive panel with twelve(12)912 x 1/2"pan head screws,four(4)at each end 1"apart and the other four(4)equally spaced between. One(1)integral flush bolt(with thumb actuator) 18"in length providing a 2"throw was located at each end of the astragal contained within an extruded aluminum reinforcing block measuring 14.5"long. Panel Construction—Each panel is constructed from 0.075"thick fiberglass skins. The interior cavity of each door is filled with rigid polyurethane. The vertical edges of the slab consist of glued interlocking fiberglass joints(drawing No. 99-06 sheet 3 of 4 horizontal cross section). The horizontal edges consist of the fiberglass skin glued to the wood block at top and to the rigid PVC foam insert at bottom(drawing No. 99-06 sheet 2 of 4 vertical cross section). The top rail was constructed from PVC foam PAS74C(drawing No. 99-06 sheet 2 of 4). The bottom rail was constructed from PVC foam PAS73C (drawing No. 99-06 sheet 2 of 4). Steel reinforcing plates S7S25 and S7S23 (drawing No. 99-06 sheet 2 of 4)were located inside of skin at the top and bottom sections of exterior skins. The lock and hinge stiles contained a"U" shaped steel channel measuring 1.591"wide x 0.748"deep x 0.079"thick running the length of stile in the foam cavity. Glazing: Glazing Method Each panel was exterior glazed with 5/8" 'insulated tempered glass(glazing detail drawing No. 99-06 sheet 2 of 4). Each lite was 1/8"thick with a 3/8"air space between. The glass was secured with a PVC glass stop PASO (drawing No. 99-06 sheet 2 of 4). Daylight Opening- 24.25"wide x 81.9375"high Weather-stripping- Schlegel Q-Lon, QDS 650 Compression(1) row header, (1)row sill (1) row length of each leg jamb, (1)row length of astragal(drawing No. 99-06 sheet 2 of 4 and sheet 3 of 4). Schlegel Q-Lon foam pad (1)@ each corner of jamb @ threshold. Hardware- Specimens 10,11,12 (1)Harlock 101 SL- Passage @ 61.5"from top of panel (1) Harlock 820 SGD-Deadbolt @ 56.0"from top of panel (8) 4"butt type hinge four on each panel @(see drawing no. 99-06, sheet 1 of 4) for locations. Weepholes- None Muntins - None Reinforcement- None Sealant-Latex caulking as needed to seal unit into rough opening. Additional Description - All specimens were installed in a wood test buck. All specime'� wee o PA 202 with no deviations. Page 3 of 8 Plastpro Inc. Report No. NCTL210-2024-10,11,12 (3)INSTALLATION: Screws and Method of Attachment- Specimen 4, 5 & 6 26-# 10 x 3"flat head phillips wood screws,used to fasten frame to the wood test buck. (see drawing no. 99-10, sheet 3 of 4 for anchor locations) Sill - (6)# 10 x 3" Header- (6)# 10 x 3" Jambs- (7)# 10 x 3"per exterior side jamb Test Results: Test Sequence: PA 202 Deflection Gauges Set At Xs 1. Air Infiltration A 2. 75 MPH(with secondary locks disengaged) 3. t/2 Test Pressure Positive ; 4. '/2 Test Pressure Negative 5. Design Pressure Positive O 6. Design Pressure Negative O j 7. Water Infiltration Positive Direction 8. Full Test pressure Positive 9. Full Test Pressure Negative ` B ; 10.Forced Entry X X Deflection was measured with(2)shaft encoder-digital deflection dial indicators. SPECIMEN 10 (OUTSWING) AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 10 putswin cfin/ft2 .34 CFM/FT2 d G � Page 4 of 8 Plastpro Inc. Report No. NCTL210-202410,11,12 Specimen 10 Cont. SINGLE ACTION LOCKING/CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf(positive)=75 mph 30 second load duration 14.4 psf(positive)= 75 mph No apparent damage WATER INFILTRATION TESTS Water Infiltration Test was conducted in accordance with DCBCCD PA 202—94 Single action locking/closing procedure 15%of 75 MPH WTP=2.16 psf positive Fifteen(15)minute duration Passed—No Entry 15%of 50 PSF WTP=7.50 psf positive Fifteen(15)minute duration Passed—No Entry STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +70.0 psf, -70.0 psf. Specimen 10 (outswing) I Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.025" 0.003"(panel) Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.642" 0.262" (panel) Active Door Panel -Max. allowable permanent set after test pressure(0.4%of 95.25"span)=0.381" Note: 75 Mph test performed with single latch engaged. 1/2 Test,Design and Test were performed with all locks engaged. FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specimen Size(active panel) Time Result Specimen 10 35.75"wide x 95.25"high 30 seconds (Door remained locked& shut) NOTE: Active door p aged and was operable before and after all tests. i� Page S°f 8 Plan ro Ino' Report Na NCTL210-202410,11,12 SPECMEN 11 (OUTSWING) AIR INFIL'T'RATION Air Infiltration Tests were conducted in accordance with DCBCCD FA 202-94 Actual Allowable Air at 1.57 psf 02 cfm/ft2 .34 CFM/FT2 Specimen 11 Outswmg SINGLE ACTION LOCKING_ICLOSING_PRO— (T�conducted with single lock engaged) Uniform Load Structural 14.4 psf(positive)=75 mph 30 second load duration 14.4 psf(positive)=75 mph No apparent damage WAR INgII,TgATION TESTS Water Infiltration Test was conducted in accordance with DCBCCD PA 202–94 Single action locking/closing procedure TP=2.16 psf positive Fifteen(15)minute duration Passed–No Entry W 15%of 75 MPH Fifteen(15)minute duration Passed–No Entry 15%of 50 PSF WTF=7.50 psf positive STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +,70.0 psf, -70.0 psf. Specimen 10 (outswing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 52.570.0 Design 30 0.036" 0.002" (panel) Test 30 105.0 actual load deflection perm. set Range of test time Negative loads (seconds) psf 1/2 Test 30 52.530 70.0 Design 0.562" 0.216" (panel) Test 30 105.0 -Max. allowable permanent set after test pressure(0.4%of 95.25" span)=0.381" Active Door Panel d with single latch engaged. Note: 75 Mph test performed performed with all locks engaged. 1/2 Test,Design�7�it-�e p9/ G Page 5 of 8 Plastpro Inc Report No. NCTL210.202410,11,12 SPECIMEN 11 (OUTSWING) AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 11 Outswing .02 cfm/ft2 .34 CFM/FT2 SINGLE ACTION LOCKING/CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf(positive)=75 mph 30 second load duration 14.4 psf(positive)=75 mph No apparent damage WATER INFILTRATION TESTS Water Infiltration Test was conducted in accordance with DCBCCD PA 202—94 Single action locking/closing procedure 15%of 75 MPH WTP=2.16 psf positive Fifteen(15)minute duration Passed—No Entry 15%of 50 PSF WTP=7.50 psf positive Fifteen(15)minute duration Passed—No Entry STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +70.0 psf, -70.0 psf. Specimen 10 (outswing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.036" 0.002"(panel) Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.562" 0.216" (panel) Active Door Panel-Max. allowable permanent set after test pressure(0.4%of 95.25" span)=0.381" Note: 75 Mph test performed with single latch engaged. 1/2 Test,Design sign and .were p rformed with all locks engaged. Page 6 of 8 Plascpro Inc Report No. NCTL210-202410,11,12 Specimen 11 Cont. FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specimen Size(active panel) Time Result Specimen 11 35.75"wide x 79.25"high 30 seconds (Door remained locked& shut) NOTE: Active door panel remained engaged and was operable before and after all tests. SPECIMEN 12 (INSWING) AIR INFELTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 12 Inswing .06 cfrn/ft2 .34 CFM/FT2 SINGLE ACTION LOCKING/CLOSING PROCEDURE: (Test conducted with single lock engaged) Uniform Load Structural 14.4 psf(positive)=75 mph 30 second load duration 14.4 psf(positive)= 75 mph No apparent damage WATER INFILTRATION TESTS Water Infiltration Test was conducted in accordance with DCBCCD PA 202—94 Single action locking/closing procedure 15%of 75 MPH WTP=2.16 psf positive Fifteen(15)minute duration Passed—No Entry 15%of 19 PSF WTP=2.86 psf positive Fifteen(15)minute duration Passed—No Entry Page 7 of 8 Plaatpro Inc. Report No. r►C'1'1,210-2024-10,11,12 Specimen 12 Cont. STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +70.0 psf, -70.0 psf. Specimen 10 (outswing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.578" 0.256"(panel) Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 52.5 Design 30 70.0 Test 30 105.0 0.045" 0.002" (panel) Active Door Panel-Max. allowable permanent set after test pressure(0.4%of 95.25" span)=0.381" Note: 75 Mph test performed with single latch engaged. 1/2 Test,Design and Test were performed with all locks engaged. FORCED ENTRY TEST Forced Entry Test was conducted in accordance with DCBCCD PA 202-94 Specime Size(active panel) Time Result Specimen 12 35.75"wide x 79.25"high 30 seconds (Door remained locked& shut) NOTE: Active door panel remained engaged and was operable before and after all tests. Submittal drawing No. 99-06, sheets )through 4 marked with the NCTL stamp are a part of this report. The results obtained and reported apply onl to he specimens tested. L Page 8 of 8 Plastpro Inc. Report No. NCTL 210-2024-10,11,12 Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. the film was used in a manner that did not influence the test results. Remarks: Detailed drawings were available for laboratory records and comparison to the test specimens at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of ten(10)years. The results obtained apply only to the specimens tested. This test report does not constitute certification of this product,but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements(paragraphs as listed)of the above referenced specifications. National Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. Obsenters Mr. Lon Huang - Plastpro, Inc. Dade County Witness: Not present Lo�rt/n4,,. All Tests Certified and Witnessed by:Barry Portnoy,P.E. B D Michael Lane,NCTL No. 16258 John Williams,NCTL State of Florida David Yahner,NCTL NATIONAL CERTIFIED TESTING LABORATORIES,INC. MICHAEL LANE Division Manager cc: Plastpro, Inc. (2) Barry Portnoy (1) File ATL, $FACS OF OjDA 32233 Jg Ss� C 800 SEMINHLE O RAD s) ATLAICON PHONE LINA 247-5826 2/11/04 Date 103SNAPPINGTURTLE CT W�DWS SNAPPIN pORC KIT REM, 4 Number 411 ADD H' VATE/ALTER ApPlicatiOn ADD/RENO proper Address RESIDENTIAL Prop nbr, name TO BE UPDATED Tenanttion descriptlon Appli cation 75000 Property Zoning tion ____ ___-- valua Contractor :', Application --- ----7---- INC . GROUP , THE EXTERIOR FL 32233 Owner _------ 394 9TH ST r ROBERT ATLANTIC BEACH GROVENSTEIN, TURTLE FL 32233 (904) 241-2228 ------------- 411 SNAPPING BACH ------ ATLANTIC - --------- --- _ ----- ------ ELECTRICAL PERMIT --- FOR RM ADDITION' CO, INC .00 permit desc WIRE ELECTRIC 0 BILL THOMPSON plan Check Fee Additional 70 . 00 Valuation Sub Contractor Permit Fee Due Issue Date paid Credited_ _ Charged ---- .00 Fee summary . 00 __ -------- 70 . 00 00 00 -------- - 70 . 00 . 00 , 00 permit Fee Total 00 Total 70 . 00 Plan Check 70 .00 Grand Total BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLA a p CIY AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO Chi, �l�C RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVE w�L� pr�rf��P��/��,�/� WHICH ARE PART OF THIS PERMIT_AND SUBJECT TO REVOCATION FOR VIOLATION I,®UI I +,(�rJ�� pp�C '1 � +'UC�'� (�� C RJ � l 0 4 0� l � n, CITY OF ATLANTIC BEACH s : s ELECTRICAL PERMIT APPLICATION Date: Z / 710 Property Address:/ Owner: er/a!/eo"- Telephone#: Contractor: Bill Thompson Electric Co., Inc. Telephone #: (904) 249-5601 Contractor Address: 49 W. 7th St Atlantic Beach, FL 32233 Fax#: (904) 270-0540 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. 1 Building: Building Type: ❑ Trailer I Service: If other construction is i ❑ New Residence ❑ Temp. ❑ New being done on this building 13Old ❑ Commercial L) Signs El Increase Or site,list the building P ae- Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or I RACE Breaker AMPS PH W VOLT WAY Existing Service `-2_ RACE Size AMPS 7__C70 PH W 3 VOLT / WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 10 AMPS il fOO AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V 0VER600V Transformers NO. KVA NO. KVA No.Neon-Transf. Ea._Sign Miscellaneous `v'i r rp 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 . http:///www.ci.atlantic-beach.l.us CITY OF r'�aortic t�eac` - �wtu�a 716 OCEAN BOULEVARD _ P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 I DATE• June 29, 1990 ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 i THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : 2186 411 SNAPPING TURTLE COURT— ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- i f SIN ERELY, BUILDING INSPECTION D ISION cc:FILE BUILDING, PLANNING AND ZONING INSPI-XTION DEPART11EU ' CITY OF ATLANTIC BEACH, FLORIDA !, ,' CERTIFICATE OF OCCUPANCY !.t . WORK SHEET Date Re uested r ; i'�I ' ►: ' '� Building Contractor/ Building Permit Numbers Address t I�� %��Y T/_ ��-� �� tt r��!• . r � t Legal Descriptions ;`�.'� ", r Improvements to the above described property have been completed in accordance with the terms of the permit and is. certiiied to be ready for occupancy as �'•' ;;!cif°;'h•�• . (t !%' ' +: Lowest Floor Elevationr ' required as built Sales Tax Certificates ----date submitted--- r� , .•� . .iii • BEFORE ISSUING CERTIFICATE OF OCCUPANCY,•TIIE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIEDs DATE APPROVED: " BYt Fire Chief �.t,'S •f d?'. ------- Public Works --------------- -.',t.r --- -- Planning Director --------------- --------------- ---------�/ Building Inspector r.W APPLICATION FOR WATER METER DATE: _ ,�L112---- -- CONTRACTOR: —_ t, ��'_,� 5 -------------------------------- BILLING ADDRESS: _ ._�• GSL -----`�3Lal� --------------------- -77 SERVICE ADDRESS: __ LOT:---, 0 BLOCK : -------UNIT: _____SUBDIVISION :44Z?Z-------- ACCOUNT NUMBER : ----------- METER SIZE: I HEREBY RFWUFc;T THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR 'TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. ------------------------------------- CONTRACTOR --- —� ------------- 10Y F ATLANTIC BEAC ` CITY OF ATLANTIC BEACH, FLORIDA I g Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: J 19 y� 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. L c oc t-le c' ,, / r ELECTRICAL FIRM MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME �� ' 12-- ADDRESS: �l Sirq ,s ? RFD BOX BLDG.SIZE BETWEEN: RES. �lf APT. ( ) COMM. 1 1 PUBLIC ( ) INDUS. ( 1 NEW OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE Q AMPS COPPER ( 1 ALUM. (� SWITCH OR BREAKER �' ` ° AMPS PH � 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 0-30 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 0-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGEPHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGH! —== FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH r� � r -r. .� BUILDING DEPARTMENT OL. INSPECTION REPORT 0,o% 4 1 SNAppW)q-Turtt� �� - ` 0"AN"Llr- �r JOB LOCATION �`� PERMIT# ATLANTIC BEAC , FLOM D� `��'`� SUBDIVISION (904)241-1790 OWNER NAME GROVENSTEIN PHONE $UILDIHG I i I NEWLEGAL DESC: LOT 30 BLOCK SECTION PERMIT TYPE CLASS OF WORK SINGLE FAMILY d, CONTRACTOR KURTZ-SHEILDS CUSTOM HOMES, ItiC. PROPOSED USE CONSTRUCT NEW SINGLE FAMILY PER PLANS 090228 ` WORK DESCRIPTION AM 14 CERTIF/OCCUPANCY INSPECTOR INSPECTION REQUIRED APPROVED � REJECTED LL w DATEINSPECTED BY COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 411 SNAPPING TURTLE COURT EAS PERMIT# 1908 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANWALK OWNER NAME GROYENSTEIN PHONE (904)241-1790 � � PERMIT TYPE BUILDING LEGAL DESC: LOT 56DCK SECTION I I I z CLASS OF WORK NEW Lu a CONTRACTOR KURTZ-SHEILDS CUSTOM HOMES, INC PROPOSED USE SINGLE FAMILY z a z WORK DESCRIPTION CONSTRUCT NEW SINGLE FAMILY PER PLANS 090228 0 INSPECTION REQUIRED 3 SLAB INSPECTOR PM z DATE INSPECTED __ y /v BY � APPROVED ❑ REJECTED COMMENTS /00T --T j CITY OF ATLANTIC BEACH J BUILDING DEPARTMENT INSPECTION REPORT PERMIT# JOB LOCATION SUBDIVISION 411 SNAPPING TURTLE COURT EAS PHONE 1908 ui OWNER NAMEOCEANWALI{ ATLANTIC BEACH, FLORIDA 32233 SECTION PERMIT 1TYPE �� LEGAL DESC: LOT BLOCK GROVENSTEIN CLASS UFYVVC)1-t1 241 -1790 Lu PROPOSED USE aY CONTRACTOR 30 III BUILDING z NEW zKURTZ-SHEILDS CUSTOM HOMES, INC SINGLE FAMILY r WORK DESCRIPTION a cc INSPECTOR INSPECTION REQUIRED z_ CONSTRUCT EW SINGLE FAMILY PER PLANS 0902. A ( APPROVED REJECTED a DATE INSPECTED / r 1 BY COMMENTS -0 f CITY OF ATLANTIC BEACH BUILDING DEPARTMENT r V INSPECTION REPORT t PERMIT# or JCIt' �ATION SUBDIVISION 1x61 � OWNER NAME 411 SNAPPING TURTLE COURT E PHONE OCEAHWALK ATLANTIC BEACH, FLORIDA 32233 PERMIT TYPE LEGAL DE5C: LOT BLOCK SECTION CLASS OF JVORK � KURTZ/SHIELDS PROPOSED USE CONTRACTOR PLUMBING HEW SINGLE FAMILY WORK DESCRIPTION C, W. WOOD - INSPECTOR INSPECTION REQUIRED INSTA L ALL EW LINES AND FIXTURES APPROVED H REJECTED DATEINSPECTED 1 1 BY LL . COMMENTS . CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# SUBDIVISION I , 1 OWNER NAMEPHONE .2051 411 SNAPPING TURTLE COURT E ATLA TIC BEACH FLORIDA 32233 OCEANWALK LEGAL DESC: LOT LOCK SECTION PERMIT TYPE CLASS OF V ORK CONTRACTOR GROVENSTEIN PROPOSED USE ?lECHAHICAL NEW WORK DESCRIPTION SINGLE FAMILY _ AIR SYSTEMS INSPECTION REQUIRED INSPECTOR �r INST L 5. 5O VAC S EM u DATE INSPECTED I ` BY `�-' L APPROVED AM REJECTED ❑ N n / 1 COMMENTS CITY OF ATLANTIC BEACH r BUILDING DEPARTMENT INSPECTION REPORT PERMIT# JOB LOCATION SUBDIVISION 1908 + OWNER NAME 411 SNAPPING TURTLE COURT EASHONE OCEANWALK ATLANTIC BEACH, FLORIDA 32233 PERMIT TYPE LEGAL DESC: LOT BLOCK SECTION CLASS of rv904 241-1790 ., GROVENSTEIN PROPOSED USE CONTRACTOR III BUILDING 30 NEW SINGLE FAMILY m WORK DESCRIPTION KURTZ-SHEILDS CUSTOM HOMES, INC P � T INSPECTOR INSPECTION REQUIRED CONSTR T NEW IN FAMILY PER PLANS 090228 y APPROVED QAM REJECTED ! DATE INSPECTED ( l BY LL vyr COMMENTS J^Lf`T/�t/T✓ C� L CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 411 SNAPPING TURTLE COURT EAS SUBDIVISION OCEANWALK ATL ANT I c BEACH, FL ORI DA 3,-L33 OWNER NAME PHONE GROVENSTEIN "3i�4J.�41--1 790 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE III CLASS OF WORK RUILDING ��'� NEW CONTRACTOR PROPOSED USE fCtlRT�''-SNEILDS C'USTOAI HOArES, ING SINGLE FAPiIL WORK DESCRIPTION CONSTRUCT NEW SINGLE FAMIL>•' PER PLANS INSPECTOR INSPECTION REQUIRED '1 IN rLA ON PM �► ` REJECTED .w DATE INSPECTED `� BY APPROVED �r COMMENTS ------------------------- Address — _ � er s q f t = $ }Ieated Square Footage /(o � C @ $ .P Garage/Shed @ —. Per sq ft = $ 2@ $_ g= °� per sq ft = Carport/Porde - Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ � 1'o`� tdl Valuation 1st $ �� Raraizid r Valuation 2 .g)cper ousand or t portion thereof Total Building Fee -------------------------------------------- � ADDITIONAL, PERMTS and/or FEES REQUIRED � } � Filing Fee $ S a 1 ' Fireplaces @ 15.00 $ Mechanical ; 7S BUILDING IPERM r. - 7- P1unUing Electric/Neta i------------------------------------------------- Electric/Ton -57 -7 BUILDING PERMIT $ �Lo < Septic Tanlc WATER ME'T'ER CM}ARCE, $ Well . SEWER IMPACT 11E $ DoibmtLug fool WATER IMPACT FEE $ ' Sign _ MISCELLANEOUS $ Water Connection' Sewer Cormection $---'�6D Water Meter I;tcvttlj.on Certificate TAL GRAND TODUE $ 3 _71- -------------------------------------------------------------- -------------------------------- CALCULATIONS and/or NOrI'ES 00190P DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PLft(IfT INFORMATION LOCATION INFORMATION Permit Number: 1908 Address: 411 SNAPPING TURTLE COURT EAS Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW LEGAL DESCRIPTION Constr. Type: WOOD FRAME Lot - 30 Block-. Section: III Proposed Use: SINGLE FAMILY Township-. RHO: 0 Dwellings; 0 Code: 0 ",ubdivision- OCEANWALK Estimated Value: $701,709. 10 Improv. Cost : $0. 00 Total Ft��-ai $2073. 79 Amoiii,t Paid: $2073. 79 v�0-ti- V - 2/90 Wkn,rl,: Desi, UCT NEW f-' .jIHG1.P PANTI RR PII-AW--, OWNER INFORMATION APPLICATION FEES Name: c7RovcnsTEIN PERMIT $267. 75 Address : All '4NAPPTNG TURTLE COURT EA WATER IMPACT FEE :5670. 00 ATLANTIC BEACH, FLORIDA 322-33 SEW6* IMPACT FEE $1035. 00 Phonet (904 )241-1790 WATER "ETER $85. 00 RADON GAS-H. R. S. $15. 24 CONTPACTCIR INFORMATIO11 RADON GAS -- 5% $0. 60 Name- XURT77-SHEILDS CUSTOM HOMES, I4C WATER TAP $0. 00 Addresst P. O. BOX 331216 SEWER TAP $0. 00 ATLANTIC BEACH, FLORIDA 32233 HYDRAULIC SHARE $0. 00 '.io,ettsez CRC046752 Type: I RE-INSPECT FEE #0. 00 EN61HEERTNO $O, nf' OTHER 50 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.59 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: A P P L I C A T I O N F O R B U I L D I N G P E R H I T CITY OF r� REQUIRED SUBMITTALS rgt st�C vmnit - T(av&t Each application for building 716 OCFAN BOULEVARD permit Will be accompanied b P•0.BOX26 p y ATLANTIC BF,ACII,FLORIDA 32233 CfCtwo complete sets of plans, including TELEPHONE(904)249.2395 a detailed site plan indicating location of utilities, parking, size of yards and other pertinent data; one set Of',.__. Florida Energy Efficiency Code sheets; recent survey (on new construction ) SCHEDULE OF INSPECTION Requests for inspections will be accepted from 800 AN until 4s30 P11. All inspections will be made the following working day. 1. Footing :. Rough Plumbing/Sewer CALL IN WITH PERMIT 3� Slab NUMBER FOR EACH 4. Fi aming, Rough Electric, TRADE Mechanical, Top Out Plumbing - Insula Lion 6. Final Inspection/Issuance of Certificate of Occupancy ----------------------------------- BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE RADE Pour no concrete or cover any work until building card is SIGNED by the inspector. You will be required to uncover any work that liar. not been inspected. Y 110 fee is required for all re-inspections. PROPERTY DESCRIPTION f Uf- • r�tf'arttic �ectcl - i�Co7�da 710 OCEAN IlOU1.EVARD Let N__3-_-Block N 3 Section !____-___ 1'.O.BOX 26 4. ATLANTIC BEACH,FLORIDA 32233 [ T'ELEl 110NE(904)249.2395 Subdivision Street flame DESCRIPTIONI OF WORK or Addresss ---------------------------------- If in a FLOOD HAZARD Flood Zones___ Cows 7��C ho J________area complete page 3. Brief n A Description s S�v�(� Ic-I es_1iW1._ Class of Works Ila (New/Remodel/Addition) Net,1_ ZONING INFORMATION Budding and Zoning Type of _ Constructions_(.�,.Qo of _fictl��______ Zoning Proposed �J 7 ` / District:---------Uses_____________________ Estimated Value Exceptions or Materials_idO" _$ff�s�_________ Vwrinncrrn Urentod: 4:F" ------------------------- Solid or ------------------------------------------- Filled F�aY�eO/4.f1 Ground: cjJ Roof s_ iNJt�►i__ OWNER INFORMATION Hethod of fire ting t Property Owner:_wA�Ien �9L�� 6t.G�.4lEl� Phones_ y3 7.f�.$� - Moiling -- --------- -------- Address ------------------------------------------------- ----------- CONTRACTOR INFORMATION Contractors_.��J�� `j1Pc1(cLL__�Ea�Z�QG+sIC_ Phone:----------- Mailing Address:--- __3 ,�a, ---------------=----- ----------------- Zip: Expiration License Numbers ----------------------- Dates__�=�_2lkA I IIERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATIOII AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIOIIS OF THE LAWS AND ORDINANCES OOVERNINO THIS TYPE OF WORK WILL BE COMPLIED WITH, WHITHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUMF. TO GIVE. AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCALRULES, RF.OULATIONS, ORDINANCES OR LAWS III ANY MANNER, INCLUDING THE GOVERNIIIG OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT I9 -�t, p1•'J.r� CONTIIIOEIIT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTINO ` r.- •��Ij,' l' DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. ' 1 1 Owner Signature �,� UiG�r 1 Date Contractor Signature - ___ -- i�Date�//�� FLOOUPLAIf1 DEVELOPMENT INFORMATION Type of Development : _ -C�s� � 1_ - ---- ----- ----------------------------- Flood Zone: -------- -------------- Required Lowest Floor Elevation: ------- --------- If __`__________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 Acknowledgement : 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_1�� /� Applicant's Signature --------------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation ------ ---------- As Built Lowest Floor Elevation Survey Filed with Building Department ----------------------------------- Building Department Representative page 3 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-89 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 BUILDER: ` PROJECT NAME PERMITTING CLIMATE 1 2 ❑ 3 a AND ADDRESS: Lan ZONE: OFFICE: � �; n PERMIT JURISDICTION OWNER: NO.: a =j - IF U room S+EI NO.:MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE NEW CONSTRUCTION © UNITS COVERED BY FLOOR AREA FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT SINGLE SQ. SINGLE �SQ. EAVE OVERHANG ED.❑ FT PANE FT. PANE FT MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE SQ. DOUBLE (—I—T�T—I SO. SINGLE-FAMILY DETACHED© CONDITION: ® LENGTH ❑,� FT PANE PANE ��_J NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL 7T7;; R =- =1 VT.- FT] .[I I b 0 FT ❑ �� FT. FT.ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R R = FT ID .❑ FTFQT. m FT. m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SINGLE ASSEMBLY R = SLAB PERIMETER R = RAISED:WD C CON C R ® SQ,F =] T' m FT ❑ SQ. DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER�CREDITS� IN ❑ ELECTRIC STRIP ® HEAT ❑ CEILING FANS © ELECTRIC SOLAR: UNCONDITIONED ® CENTRAL S.F. _ SPACE R = ❑ ROOM ❑ NATURAL GAS PUMP ❑ El GAS m�--� El OTHER CROSS VENTILATION HEAT RECOVERY icNecKi ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED AIR CONDITIONER PACKAGE TERMINAL ❑ ATTIC RADIANT ❑ NONE HEAT PUMP: 11 .m IN CONDITIONED HEAT PUMP ❑ NONE E.F. _ SPACE R = E] NONE BARRIER �_ mCOP HSPF m ® MULTIZONE EF = ,' BEDROOMSJUMBER F =,� SEER/EER = ❑�.IQ AFUE _ �. VI I INFILTRATION �j- 3� _ r J � X 100 PRACTICE USED TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. ❑ #1 ® #2 ❑ #3 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereb certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered ith the compliance with the Florida E gy Code.Before constru ion.s completed,this Florida Energy Code. building will be inspected for m liance in a rdanc "i Section 5 . .S. OWNER/AGENT: BUILDING OFFICIAL: ~--- DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences•REOUIREMENTS CHECK COMPONENTS SECTION WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXTERIOR JOINTS 904.1 TO BE CAULKED, GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. &CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES.PIPING HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEAL ED HVAC CONTROLS 904.7 CEL NGST M N.R READILY ACCESSIBLCOMMON WALES-FRAMER NUAL R AUTOMATOR CBS R-3.IC RAMEICOMMON CEOSTAT EIR EACH ILLI GS&F 00 SEM. R-11. �EA IN 904.9 -11- EPI= 98 . 27% ENERGY CODE SECTION 9 NORTH ZONE 1, 2 , 3 900-A-89 KURTZ/SHIELDS CUSTOM SUMMER CALCULATIONS OCEAN WALK AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR ' (9B) SMR PTS N 155 38 . 3 5937 N 60 38 . 3 0. 94 2160 NE 9 57 . 7 519 NE 9 57 . 7 0. 91 473 E 90 79 . 7 7173 E 20 79 . 7 0 . 86 1371 SE 9 79 . 1 712 SE 9 79 . 1 0. 90 641 S 144 66. 2 9533 S 30 66. 2 0. 31 616 SW 15 79 . 1 1187 SW 15 79 . 1 0. 82 973 W 205 79 . 7 16339 W 28 79 . 7 0. 86 1919 NW 25 57 . 7 1443 NW 15 57 . 7 0 . 86 744 H 16 66. 2 1059 H 16 267 . 0 1. 00 4272 N 20 38 . 3 0 . 87 666 N 36 38 . 3 0. 50 689 N 39 38 . 3 1. 00 1494 E 52 79 . 7 0 . 92 3813 E 18 79 . 7 0 . 73 1047 S 114 66 . 2 0 . 86 6490 W 44 79 . 7 0 . 47 1648 W 133 79 . 7 0 . 95 10070 NW 10 57 . 7 0 . 55 317 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2772 668 0. 62 43902 27327 39403 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR. PTS . DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1604 0. 90 1444 ADJ. 201 0. 70 141 2X4WDFR Rll 1604 1. 7 2727 ADJ2X4 Rll 201 0. 7 141 DOORS DOORS EXT. 92 6 . 10 561 EXT WD 92 6 . 1 561 ADJ. 19 2 . 40 46 ADJ WD 19 2 . 4 46 CEILINGS CEILINGS UN.ATC. 2772 0 . 60 1663 UNDRATC R30 2868 0. 6 1721 SGL.AS 0. 60 KNEE R19 413 1. 1 454 FLOOR FLOOR SLAB 281 -37 . 00 -10397 PERIM. R-0 281 -41. 2 -11577 RAISED -3 . 99 INFIL. 2772 8 . 00 22176 # 2 2772 8 . 0 22176 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL.COMPONENT. BASE.SUMMER. . . . . . . . POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 42961 TOTAL 55651 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTS . 46 42961 19762 55651 1. 12 0 . 38 0 . 9 20369 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 4 3803 15212 ELECT. . 91 4 3678 1. 00 14712 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 11o. OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.0 .91 87 .83 .79 .76 .72 .69 .63 56 50 m i NE/NW 1.0 .94 .9 .8 .80 .75 .71 .67 .63 .55 .48 .42 ~�'o E/W 1.0 9 .8 .80 .73 .68 .63 .57 .47 .39 .31 U SE/SW 1.0 .93 r9 .8 .74 .66 .60 .54 .47 .39 .32 .27 S 1.0 .91 .86 .77 .68 .60 .54 .51 .45 .39 .35 .31 0-OH LENGTH*! 0 ft. 1 ft. 11h ft. 2 ft. 3 ft. 31h If. 41h ft. 51h ft. 61h ft. 91h ft. 14 ft. *To select by Overhang Lengtr no part of glass small be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT L L ; H L H Ir ❑� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD STEEL INT.INSULATION EXT.INSUL. R•VALUE WOOD FR LOG R•VALUE EXT ADJ EXT ADJ NORMAL WT. NOR.WT. 0- 6.9 2.4 6 INCH 0 6.9 5.5 2.2 7.6 2.8 R•VALUE EXT ADJ EXT 7.10.9 .6 R•VALUE EXT 7.10.9 2.1 .8 3.5 1.3 0- 2.9 2.2 1.1 2.2 11-18.9 4 0.2.9 1.5 11 -12.9 1.1 .7 2.7 1.0 3- 4.9 1.3 .8 .8 19.25.9 .2 3-6.9 1.0 13.18.9 1. 6 2.5 0.9 5- 6.9 1.0 .7 .5 26&Up 1 7&Up .8 19-25.9 .9 .4 2.2 0.8 7-10.9 .7 .5 .3 R•VALUE BLOCK 8 INCH 19 &Up .6 .2 1.2 0.4 11-18.9 .4 .4 .0 0. 2.9 1.0 R•VALUE EXT 19-25.9 .2 .2 3. 6.9 .6 0-2.9 1.0 26&Uo .1 .1 7- 9.9 .4 3 6.9 .7 10&up .2 7&Up .6 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 9E CEILING SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE SPM R-VALUE SPM I CEILING TYPE C 19-21.9 1. 10-10.9 2.9 R-VALUE DROPPED EXPOSED WOOD L6� 1 44 22-25.9 .9 11 -12.9 2.6 10-13.9 3.2 3.5 INSULATED 4.1 1.6 26-29.9 .8 13-18.9 2.4 14-20.9 2.2 2.4 30 37.9 19-25.9 1.8 21 &U 1.5 I'll i 1.6 38&U .5 26&Up 1. 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD2 EDGE INSULATION CONCRETE POST OR PIER STEM WALL WI UNDER R-VALUE SPM R-VALUE SPM CONSTRUCTION FLOOR INSULATION ADJACENT R•VALUE SPM SPM 915M 0-2.9 -4 . 0-2.9 - •8 0- 6.9 0.0 2.2 3-4.9 -37.2 3-4.9 -1.3 7-10.9 -1.4 -2.3 .8 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.3 -1.9 7 7& U -35.7 I 7& U -1.3 19&Up -1.1 913 INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) With Retum W/0 Return INFILTRATION PRACTICE SPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE t 1 10.2 5.0-6.6 1.08 PRACTICE #2 8. 6.7&Up 1.09 1.06 PRACTICE °3 5.2 1 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2(b). 2For multipliers for other types of raised wood assemblies see section 903.2(e)1. -3- WINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS WOF GLASS ORNT. AREA WPM BASE PTS AREA DBLCLR ' (9B) WTR. PTS N 155 7 . 3 1132 N 60 7 . 3 1. 09 477 NE 9 4 . 6 41 NE 9 4 . 6 1. 23 51 E 90 -9 . 2 -828 E 20 -9 . 2 0. 62 -114 SE 9 -22 . 7 -204 SE 9 -22 . 7 0 . 90 -184 S 144 -28 . 4 -4090 S 30 -28 . 4 -0. 40 341 SW 15 -22 . 7 -341 SW 15 -22 . 7 0. 82 -279 W 205 -9 . 2 -1886 W 28 -9 . 2 0. 62 -160 NW 25 4 . 6 115 NW 15 4 . 6 1. 35 93 H 16 -28 . 4 -454 H 16 -57 . 7 1. 00 -923 N 20 7 . 3 1. 19 174 N 36 7 . 3 1. 79 470 N 39 7 . 3 1. 00 285 E 52 -9 . 2 0. 77 -368 E 18 -9 . 2 0. 28 -46 S 114 -28 . 4 0. 94 -3043 W 44 -9 . 2 -0. 59 239 W 133 -9 . 2 0 . 85 -1040 NW 10 4 . 6 2 . 09 96 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2772 668 0 . 62 -6515 -4055 -3931 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 1604 2 . 2 3529 ADJ. 201 3 . 6 724 2X4WDFR Rll 1604 3 . 7 5935 ADJ2X4 Rll 201 3 . 6 724 DOORS DOORS EXT. 92 12 . 3 1132 EXT WD 92 12 . 3 1132 ADJ. 19 11. 5 219 ADJ WD 19 11. 5 219 CEILING CEILINGS UN.ATC. 2772 1. 2 3326 UNDRATC R30 2868 1. 2 3442 SGL.AS KNEE R19 413 2 . 0 826 FLOOR FLOOR SLAB 281 8 . 9 2501 PERIM. R-0 281 18 . 8 5283 RAISED 0. 96 INFIL. 2772 7 . 4 20513 # 2 2772 7 . 4 20513 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 27889 TOTAL 34143 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS ' (9H) (9I) (91) HTG. PTS. . 59 27889 16455 34143 1. 12 0. 47 0. 9 15457 TOTAL BASE BASE BASE TOTAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 19762 16455 15212 51429 20369 15457 14712 50538 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 1 2 3 � OH RATIO .0-11 12-.17 .18-.26 .27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73--2.73 2.74+ i SINGLE PANE GLASS N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 t SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 S 1.0 .95 .92F 84 .74 .60 F 46 .29 .13 -.24 -.54 -.67 DOUBLE PANE GLASS N 1.0 1.09 1.13 .19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.0 1.15 1.23 x -1.35 1.46 1.58 1.68 1.78 1.87 .09 2.28 2.46 1 E/W 1.0 .8 7 .46 .2 .12 -.05 -.24 -.5 -.96 -1.29 SE/SW 1.0 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 S 1.0 .96 .94 .87 .78 .67 .55 .41 .27 -.04 -.29 7.40' SOH LENGTH* 0 ft. 1 ft. 11/2 ft. 2 ft. 3 ft. 31/2 ft. 41/2 ft 51/z ft. 61/2 ft. 9'/z ft. 14 ft. 20 ft.+ *To select by Overhang Length.no part of glass shall be more than 8 ft.below the over"ang. OVERHANG RATIO= OH LENGTH OH HEIGHT � L H H L H H � I 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK' FACE BRICK WOOD STEEL INT.INSULATION EXT.INSUL. R•VALUE WOOD FR LOG R•VALUE EXT ADJ EXT ADJ NORMAL WT. NOR.WT. 0- 6.9 12.6 6 INCH 0- 6.9 11.1 10.4 15.1 13.1 R•VALUE EXT ADJ EXT 7-10.9 4.2 R•VALUE EXT 7.10.9 4.4 4.4 7.3 6.6 0- 2.9 11.2 6.8 11.2 11 .18.9 3.5 0-2.9 4.5 t1-12.9 3. 6 5.7 5.2 3. 4.9 7.3 5.1 5.6 19-25.9 2.2 3-6.9 2.8 13-18.9 3.4 5.2 4.9 5- 6.9 5.7 4.2 4.3 26&Up 1.4 7&Up 2.1 19-25.9 2.2 2.2 4.6 4.4 7-10.9 4.6 3.5 3.3 R•VALUE BLOCK 8 INCH 26&Up 1.5 1.5 2.7 2.6 11-18.9 3.0 2.6 2.2 0- 2.9 7.9 R•VALUE EXT 19-25.9 1.9 1.7 3. 6.9 5.7 0-2.9 3.0 26&Up 1.3 1.2 7- 9.9 3.8 3 6.9 2.2 10&Up 3.0 7&Up 1.7 9D DOOR WINTER POINT MULTIPLIERS(WPM) 9E CEILING WINTER POINT MULTIPLIERS(WPM) DOOR TYPE EXTERIOR ADJACENT UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE WPM R-VALUE WPM CEILING TYPE WOOD 11 19-21.9 10-10.9 3.2 -R--VALUE DROPPED EXPOSED 22-25.9 1.7 11 - 12.9 2.9 10 13.9 2.9 3.3 INSULATED 8.4 8.0 26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1 30-37.9 19-25.9 2.0 21 &U 1.3 1.3 38 & U & 26U 1.3 9F FLOOR WINTER POINT MULTIPLIERS(WPM) SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE POST OR PIERM WALL WI UNDER R-VALUE WPM R-VALUE WPM CONSTRUCTION FLOOR INSULATION ADJACENT R•VALU M WPM WPM 0-2.9 0-2.9 9.9 0 6.9 13.4 10.4 3-4.9 9.3 3-4.9 5.1 7-10.9 4.1 1.6 4.4 5-6.9 7.6 5-6.9 3.6 11 -18.9 2.9 1.2 3.6 7& Up 7.02 7& U 2.9 19&Up 1.9 .8 2.2 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) With Return W/O Return INFILTRATION PRACTICE WPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE =1 1 5.0-6.6 1. 1.08 PRACTICE =2 7.4 6.7&Up I. 1.06 PRACTICE '3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2(b). zFor multipliers for other types of raised wood assemblies see section 903.2(e) 1. -5- 91 HEATING SYSTEM MULTIPLIERS(HSM) / i! CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS' Central Heat HSPF " 6.4-6.89 6.9-7.39 7.4.7.89 7.9.8.39 8.4.8.88 8.9 Up Pump Units COP 2.5-2.69 2.7-2.89 2.9-3.09 3.1 3.29 3.3 3.49 3.5 3.69 3.7 Up HSM .52 .48 .45 .42 .40 .38 PTHP HSM .54' .52 .48 .45 .42 .40 .38 Electric Strip 1.0 Gas&Other Fuels 1.0(See Table 9J for Credit Multiplier) Minimums:Central Units-Air Source 2.7 COP(6.4 HSPF),Water Source 3.4 COP. Ground Water Source 3.2 COP PTHP 2.6. COP means Coefficient of Performance. 9.1 HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM .90 Natural Gas AFUE 67-69.69 .70 .74 .75 .19 1 .80-.84 .85-.89 .90-Up HCM 39 .38 .35 .33 .31 .29 Other Fuels HCM 1 .64 .61 .57 .54 1 .51 1 48 Where more than one credit is claimed,multiply HCM's together.Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) �J, ;' SYSTEM TYPE COOLING SYSTEM MULTIPLIERS' RATING 7.5- 8.0- 8.5- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0 CENTRAL UNITS 7.9 8.4 8.9 9.4 9.9 10.4 10.9 11.4 11.9 &Up (SEER/EER) CSM .40 .38 .36 .34 .32 .31 .30 .28 PTAC&ROOM UNITS (EER) CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 .28 Minimums:Central Units-Air Cooled 7.8 EER(8.5 SEER). Ground Water Cooled 10.0 EER. EER means Enerp Efficiencv Ratio. SEER means Seasonal Ener Efficient Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE C 0LING CREDIT MULTIPLIERS(CCM) Ceilin Fans 86 Multizone .90 Cross Ventilation Whole House Fan(Credit for only one) .95 Attic Radiant Barrier CIR Where more than one credit is claimed,multiply CCM's together.Enter oroduct on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-.81 82-83.83 .84-.85 .86-.87 .88-.90 - 3 .94-.96 .97&Up Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 EF .54-.55 .56- 57 58-59.59 .60-.61 .62-.63 64-65.65 .66&Up Natural Gas HWM 1637 1579 1524 1473 1426 1381 1339 Other Fuels HWM 2665 2570 2481 2398 2321 2248 2180 Water heaters must comply with prescriptive measures of Table 9A EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 2 .3 .4 .5 .6 .7 B T&U .0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .0 With Air-conditioner Heat Pum Heat Recovery Unit HWCM 62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 91P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE '1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE 2 COMPLY WITH PRACTICE =1 AND THE FOLLOWING: Exterior Walls and Floors To late penetrations sealed. Infiltration barrier installed. Sole late/floor oint caulked or sealed. Exterior Walls&Ceilings Penetrations dints and cracks on interior surface caulked sealed or clasketed. Ductwork Ductwork in unconditioned s ace must be sealed. Fireplaces E ui ed with outside combustion air,doors and flue dampers. Exhaust Fans Equioped,with dampers. Combustion devices see 903.2ft Combustion Heating Combustion space&water heating systems provided with outside combust on air,except direct vent appliances. PRACTICE =3 COMPLY WITH PRACTICES 1 AND 02 AND THE FOLLOWING: Ceilin s Infiltration barrier installed. Interior Walls Top olate penetrations sealed or ioints&cracks on interior walls caulked sealed or gasketed. Recessed Licihts Sealed from conditioned space&insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent), draw air from unconditioned space,exhaust b roducts to outside. Stoves see 903.2(q. 'For multipliers for other types of systems see section 904.9. -6- DUVAL COUNTY ENERGY DATA SHEET NAME: KURTZ\SHIELDS CUSTOM HOMES INC. DATE: 11/14/89 JOB ADDRESS: OCEAN WALK, GROVENSTEIN RES EPI : 98.27 1. Type Insulation In Walls:2X4 WOOD FRAME R-11 R: 11 2 . Type Insulation In Ceilings: BATT :YES R: 30 , LOOSE FILL: R: SKY 4GHTS: YES KNEE WALLS: YES NOTE: Loose fill insulation will not be allowed on sloped ceilings or ceiling areas considered inaccessible. . 3 . Type Insulation For Wood Floors: N/A R: 4 . Concrete Slab Edge Insulation: NONE R: 5. Insulation Around Ducts: R-5 In Conditioned Space: 6. Type Heating System: HEAT PUMP HSPF: 7 .0 COP: AFUE: 7 . Type Cooling System: HEAT PUMP SEER: 9 .0 8 . Type Hot Water Heater: ELECTRIC Efficiency: .91 Heat Recovery Unit: Solar: Dedicated Heat Pump: 9 . Type Glass in Windows and Doors: DC 10 . Type Exterior Doors: SOLID WOOD 11. Are the dimensions of all windows and doors shown ? YES If not, this is required either on the floor plan, elevations or in a sch. 12 . Size of Roof Overhang ? 2 ,5,20,9,8 13 . Ceiling Fans in All Bedrooms and Primary Living Areas ? NO 14 . Is a Multi-zone A/C System to be used ? YES 15 . Cross Ventilation in Main Bedrooms and Primary Living Areas ? NO 16. Is the Building Oriented on the Plot Plan with Compass Direction ? WORST If not, draw in on Plot Plan. 17 . Is there a Whole House Fan (Attic Type Fan with a CFM Rating of 3X Condition Area ?) NO 18 . Infiltration Package # 1, # 2 , # 3 ? 2 19 . Attic Radiant Barrier ? NO (See 9E) I certify that the above is the correct data used to calculate the EPI on the Energy Form submitted, and 11 b ted in the subject job. Signed• PREPARED BY ENERGY DESIGN SYSTEMS 2875339 City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee i FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS ,HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE -CITY WATER SYSTEM. i _ -BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) ' WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) I VALVE OPERATED (e) 0-BATHTUB/SHOWER (2) URINAL WALL LIP (4) __SHOWER GROUP PER HEAD (3) ! FLOOR DRAIN ( 1 ) --/ --SHOWER STALL DOMESTIC (2) . !�ILAUNDRY TRAY (2) , --3--LAVATORY ( 1 ) COMBINATION SINK AND TRAY (3) -_[__WASHING MACHINE (3) POT SCULLERY SINK (4) __,__DISHWASHER (2) __WASH SINK EACH SET OF FAUCETS (2) ___KITCHEN SINK (2) DENTAL LAVATORY ( 1 ) ____KITCHEN SINK WITH WASTE GRI14DER (3) DENTAL UNIT OR CUSPIDOR (1 ) BIDGET (3) URINALSTALL, WASHOUT (4) _j_FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WIT/ -L--URINAL, �- -- - FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN (1/2) __ _LAVATORY, BARBER/BEAU'T'Y SHOP (2) LAVATORY, SURGEONS (2) _ 0SURGEONS SINK (3) ; ICE :MAKER - ( 1/2) WET !BAR (2) TOTAL FIXTURE UNITS_3J_____ @ 520. 00 EACH 0 JOB INFORMATION ------------------------------------------------- PLANS REVIEW CHECK LIST Address_-�l� - - Zt _Owner- _ - ~ ------------- Legal Descriptiond7 L_ 7��.---Contractor -------- ..... lot .______________License Number ------------------------ License on File YES , NO Section 24_101 * Zoning Regulations Zoning District I___--- Proposed Use �� Required Lot Size 7S - Actual Lot Size Setbacks Required Provided Section 24_17 front -1_� CORNER LOT NTERIOR LOT rear---- -- ---,1 ��// Q --- Flood Zone side-1 --r -- / Required Elevation side-2 _;7�/Ly Max. Height Allowed_3�L--__ Proposed Height_-.:�-;2-3-6-- Section 24-82 * Minimum Lot Coverage Required Heated Area JOT Proposed Area_,/60 ___ Section 24-161 * Offstreet Parking - - - - - ---- --- Number Spaces Required__!__ Spaces Provided G Section 24=82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by : Date ---------------- Building Permit #---------- ISSUED DENIED CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# SUBDIVISION 411 SNAPPING TURTLE COURT EAS 1908 U OWNER NAME ATLANTIC BEACH, FLORIDA 32233 PHONE OCEANWALK cc w. LEGAL DESC: LOT GROVFft5Ia'EIN SECTION PERMIT TYRE904)241-1790 z CLASS OF WORK w CONTRACTOR 30 jjI PROPOSED USE BUILDING z NEW a z KURT2-SHEILDS CUSTOM HOMES, INC SINGLE FAMILY WORK DESCRIPTION LL INSPECTION REQUIRED CONSTRUCT NEW SINGLE FAMIINWEPWR PLANS 90228 Z (' 1 TING P1 DATEINSPECTED - (�"BY ` APPROVED REJECTED El COMMENTS /✓'�� CITY OF ATLANTIC BEACH BUILDING DEPARTMENT t INSPECTION REPORT JOB LC.;ATION 416 SNAPPING TURTLE COURT PERMIT# ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OCEANWALK r ti OWNER NAME KURTZ SHIELDS PHONEEr j w F LEGALDESC: LOT BLOCK SECTION PERMIT TYPE ELECTRICAL w CLASS OF WORK TEMPORARY POLE CONTRACTOR R. L. HADDOCK ELECTRICAL PROPOSED USE SINGLE FAMI44w' z a f z WORK DESCRIPTION CON#6, 60AMPS, ALUM SW—BRKR 60AMPS, IPH 3W 240 VOLT 2"RACEWA' , cccc Z INSPECTION REQUIRED15 TEMPORARY POLEINSPECTOR AM DATE INSPECTED APPROVED REJECTED ❑ BY COMMENTS CITY OF ATLANTIC BEACH, FLORIDAIdy` Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Oh 19 �J 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: I MASTER ELECTRICIAN SIGNATURE-7- JOURNEYMAN NAME ��I L/ 41��T AhDRESS: �11z -Sh`�yw/f5 / �''�e �� L-' RFD-BOX- -s BLDG.SIZE BETWEEN: RES. ( ) APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( 1 OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE -Fv- AMPS L' COPPER ( 1 ALUM. SWITCH OR BREAKER AMPS / PH W -2`/,' VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.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 ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES 002051 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFUNHAT-LUN L0L,A1 -itJfl Aiii-uiiMATION ---- Permit Humbert 2051 Address: 411 SNAPPING TURTLE COURT E Permit Type; MECHANICAL ATLANTIC BEACH, FLORIDA 3223-- Close of Work : NEW -------- -- LEGAL DESCRIPTION Constr. Type H/A Lot% Slacki Section Proposed User SINGLE FAMILs' Township; RHO- 0 Dwellings% 0 Code: 0 Subdivisiont OCEANWALK Estimated Valuet $0. 00 Improv. Cost: *0. O(_ TotaJ -feep t $52. 00 Amount $52. 00 9/1910 5 TOM HVAC Sys UWti�j_L 174j'-'URKATION APPLICATION FEES PERMIT $52.00 Addi 411 f-'zHAPPING TURTLE COURT E WATER IMPACT FEE $0. Oic+ ATLAH.Tlk RZACH, FLORIDA i2:13 SEWER IMPACT FEE $0. Of WATER METED $0. ()cf RADON GAS-H. R. S. $0. Oct CC 14TRACITOR INFORMATION RADON GAS - 5% $0. 00 Namet AIR SYSTE"S WATER TAP $0. 00 Addressi 2815 ST. JOHNES, BLUV'V SEWER TAP $0. 00 .IACK1:70NVILLE, FLORIDA HYDRAULIC SHARE $0. 00 Lacentaice . Ty pe i RE-INSPECT FEE $0. 0(.t ENGINEERING $0, O� OTHER $0. , NOTES: TL NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.13 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH �D ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —` �Applicant to completeallitems in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING ( Cep l Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the Ciy of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) Master r Name of Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer 111. GENERAL INFORMATION A' Type of heating fuel: 8' ,../ IS OTHER CONSTRUCTION BEING DONE ON Q� Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION / n ❑ Oil PERMIT / CJ ❑ Other — Specify IV. MECMANICJIL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial 14. Heat ❑ Space ❑ Recessed /4 Control O Floor ? New Building ❑ Air Conditioning: ❑ Room ❑ Central ❑ Existing Building Duct System: Materiel Thickness ❑ Replacement of existing system ��a 4 New installation(No system previously installed) Maximum capacity e.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9-P.M. ❑ Fire sprinklers: Number of head• ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pump• (number) 11 ❑ Tanks (number) Remarks Cl LPG contains,K (number) ❑ Unfired pressure vessel Permit Approved by Dats ❑ Boilers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Apprwias Number Unite Description Model Number Manufacturer (Tons) A�cY A HEATING - FURNACES, BOILERS, FIREPLACES Catty Appy Number Unfts Description MW Number Manufacturer (BTU) A&SM7 716 1 c 2c3 TANKS How Many Nominal Capacity Type Liquid Name at Serial Approving and Dimensions Contained Manufacturer No. Agency 001961 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION LOCATION INFORMATION - - Per,vit Humberi 11361 411 SNAPPING TURTLE COURT E -, -Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work% NEW LEGAL DESCRIPTION (7onstr. Type: N/A Block: section: Proposed User SINGLE FAMILY Township: RHO-. 0 Dwellings: 0 Code: 0 fabdivision; OCEANWALK Estimated Value: $0. 00 Improv. Coat: *0100 Tot a I Fees: $52. 00 Amount Paid: $52. 00 Date Fa d: 1 /24/90 Work IN117-TA11. ALL NEW LINES Ahl IXTURES OWNER INFORMATION APPLICATION FEES -- - lape- EURTZ/SHIELDS PERMIT $52. 00 Address, 411 SNAPPING TURTLE COURT WATER IMPACT FEE 150. 00 ATLA11-1c, PEACH, FLORIDA SEWER IMPACT FEE $0. 00 #'f,scrti < 3 WATER METER 40. 00 RADON Cir 1-5 -11. H. S. 150. 00 INFORMATTON RADON OAS - 5% $0. 00 Name: C. 104. WATER TAP 00 Addreset 42t�l I-Efqi--;X AVE. SEWER TAP $0. 00 JACKSONVJLLF, FL. 32205 HYDRAULIC SHARE >i ID- OO I C-FCO29769 REINSPECTFEE $0. 00 ENGINEERING 00. 00 OTHER $0. NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: QZL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT / e OB LGCATIO!y ---��1-------.3_�✓� -----L_ 7z- PLUMBING z- PLUM �--------� /'� Com_ ��,p `tZIAIIi 1,riI31't::`a��.'TDI:: / �J 9 LICENSE N U1113ERS : G F C- ✓-0 2 7-�--�- - - - - - - ------ -- - - - --------- �� '_ --- �s----•----------- -- n , - Alz /- / n TYPE CF BUILDING: L—SINKS ----- / --- S!lOWERS -- 3 LAV.;.T OILY WATER HEATERS -- ;A;' i TUBS DISHWASHERS ---------- -----URIi y-S 13:r.SPOSALS ---- ---CLOS-' T5 / WASHING MACHINE -,, ----------- .. .max. D i� '`' ----------OTHER -_!,C;L---TOTAL FIXTURE COZIN oc-J -------------------------------------•------------- I'l'3T'11ui_..4T`_.O.I OF PLUIITI zG AND FIXTUP-ES MUST BE IN ACC'ORDAIICE WITH THE MOST (37 T iiL �O ;TIiT;Ii STAIN'D,'. :1) PLUIiiI s,ING CODE. 0002958 DEPARTMENT OF BUILDING " CITY OF ATLANTIC BEACH ---- PLYiHI'T INF'C>rtt!!A9^IIDtI - L,0CATrUH Permit number% 21vna Actcyreast q11 SMAPPrtM T'URTLIE CT. ISAS'T AYLAN Permit Types t T1LT`TIEt ----- --_ AL g�h+f;H Nt1llyl, 32 3x_ _ p1�K. Lt�'CRItl3T � cyn� - Gless at Mork% flew Cot.I TovnsM AHWALN Ccynstr. '�'7�Pe ' SINGLE FrAMILT ubdivislon proposed Use! code'. 0 vellings% 00.00 stima'ted Yelue% 150. 0+0 Improv. coPsi : Toted ;Fees: $.2. .'y�c► Amount lald: �gy�914 Dste Palo. �f'1'�1f"'✓� _ ACCOUNT R IFtRIC3ATS N -, --_" DeSG• gN TA worn til OWNS wtA� %o � TNC1V1f Y EIH �T. LA T T!!!"At l PSE Hc3wne: T-U}t-fLE ;1vcMElt CIO 411 JNAY°"1'"Sl'tiG F[.+L1YLX�h 'MA-1"LYt 00,A Psddre•Ss: TLAH'Y'XC ipAJt ?.!t] L4L�AL.H► It. t5. n'ICl Npa�C}H - .50- 00 " N AL?C]fi f9h'� _ 7C phone= �14'C•-30 XHFL""rjATXOt! wATv" '{hf" a�id.+Cn L>'L'1'AF3'T'1'ff:: ,,,WenH ,,,WenThf tea.1ptU r Ne,am : p LybuX>C Clftts N " HA};L HYL1ltIRULIG 00 Aaaress% i�E-IN p•ELT Il+fse; �ra.010 Type. 0 3 • H I"A+CT t` P R].00 L1Ge'(sSe: �-t-f1�li NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." +4L1i)AIjUN LIkIE: 091:1,- ISSUED 91:1`YISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB. Kq.TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 144FE ATLANTIC BE H BUILDING DEPARTMENT By: _ � _, .t 0002958 DEPARTMENT OF BUILDING r a CITY OF ATLANTIC BEACH ----- PEtiriIT INI"Ol4rihTSON ------ -------- I..00ATION INl�'ORlTAf`ION --------- Permit Number: Ly'JiiS Address% 411 SHAD INN TUR'LIE CT. EAST r Permit Type: UTILITZEe --------ATLAHTIt; BLACK RID_A__Ss:G_S3_ - L 'LCShL DE�t�R il�'T�J� 1an� Ot: Chock% RHO-. Class 0± WarK: NEN T0Nn871'&"wALK Constr. Type' SINGLE FAnTLT undivislon Proposed Usel Code: 0 pve111ngs: s0'00 stimated Value. cpa.00 i Improv. 'cos'" 9+0 Total Pees: Amount P81d: P a 1 d: '�/' _ ACCOUNT # �p"9C1':i 14 pate N "EVER w IRRIIl3A'r'I ----- peSG. % 'NA TALL AP!'LICAT:L0N FEZ ea.010 NOrIt ____--- .11a.too OWNER I Y"PAC $0.00 EA T WATER REE Name: ROLNERT r3ROVL"N0 TU ,.`EWER Iri!"ACT 156-5.00 �NArtINC3 TURTLE CT�32'2'3 411 rrt oRTOA WATER riETIER ea.Ob Address: REACH, OAE_y, R.O- A•i`LA»Ts+� 1T�0 RADON °?O•L1b C'9�04)241- RADON Ofo5 - 07: t,non e: _ s 14ro.50 WATER °TAf 50.ao G1Df[7HALT+Dtt INI�'OR!'IhTION - TAP NtpRt+'3 t)EPARTNENT ;SEWE?t f5a.00 Name. PUBLIC HTDRAULIC 3tiARE a0,l00 Address: itE-INOPb'CT REE %a.00 TY Pe' O3EC. H 11S!'AfCT PEE 50.00 j License : OTHER NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." VALIDATION DATE: 89/14/98 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB4QI& REVOCAOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DiW $,00 ATLANTIC BE ZUILDING DEPARTMENT By: �LR JOB COPY � � J i• • I� f j 1 r �u J