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Permit 1600 Selva Marina CC (Vault) .(,-.f '-e ja ,. ICI tS CITY OF ATLANTIC BEACH � � 800 SEMINOLE ROAD ;-, ;' o ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00000366 Date 3/25/09 Property Address 1600 SELVA MARINA DR Application type description COMMERCIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . • 35000 Application desc remodel sales office and deck Owner Contractor C /CLUB, SELVA MARINA R.P.C. GENERAL CONTRACTORS 1600 SELVA MARINA DR. 248 LEVY RD ATLANTIC BEACH FL 32233 ATLANTIC1BE4CH FL 32233 (904) Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type INSTITUTIONAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . 102.50 Permit Fee . . . • 205.00 Plan Check Fee . Issue Date . . . • Valuation . . . • 35000 Expiration Date . . 9/21/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right -of -way. Other Fees ST CONSTRUCTION SURCHARGE 4.05 AB CONSTRUCTION SURCHARGE .45 Fee summary Charged Paid Credited Due Permit Fee Total 205.00 205.00 .00 .00 Plan � Check Total 102.50 0_ 102.50 5 %0 .00 .00 PERMIT IS'APPROVED VIRLY` ORDANCE WITH AL'L`CITY OF ATLAfTIC EACH ORDINANCWAND THE FLORA BUILDING CODES. ti r 7,9- t rte./ `' .. t CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD `.. ` . ATLANTIC BEACH, FL 32233 `. INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 09- 00000366 Date 3/25/09 Grand Total 312.00 312.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. vi City of Atlantic Beach APPLICATION NUMBER 4 r a y ' .. � �c, (To be assigned by the Building Department.) s� Building Department i iTZn� 800 Seminole Road (0 -- �r 9„ Q 3 Atlantic Beach, Florida 32233 -5445 v / ` � ' Phone (904) 247 -5826 • Fax (904) 247 -5845 } //g O "Luslc E -mail: building- dept @coab.us Date routed: __� City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No / T _ Building Property Address: 1(0 00 S f w a 7b /7r �' Planning & Zoning 6/0Arn25 Tree Administrator Applicant: / 7 e- /7 Pied / Public Works V Public Utilities Project: c 3/f' /ES y /'C. PtM6d 1;� Arlo - DgC � K - Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICAT STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING • INNING &ZONI ' Reviewed by: �' Date: 0 TREE ADMIN. PUBLIC WORKS Second Review: []Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: (Approved as revised. I (Denied. Comments: Reviewed by: Date: >~ r CITY OF ATLANTIC BEACH O9 _ I I I I I „s 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 r n OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 / a` -' BUILDING- DEPT @COAB.US ff3 9 D. BUILDING PERMIT APPLICATION DUVAL COUNTY oB'ADDR_ESS , s1r.a . w,:>.' r f`r+ 'r J .> .,.., , , s.. ,2„ NoLUPTION',OFF'Wgf?K r.•,, ' .3 ,SQ FT. UNDER;ROOF , ..a-g4 *:_ i tpoo St-tva flan l na Dr 635, oo o 900 '�px •. _ } „, ",, 5. CLASS,Ofs' WORK:> , y k r -~ Y..,. .X t s . a 6. USE"OF STRUCTURE; i ' «•. ," y 4tEGAI DESCRIPTION: <, ` , ❑ NEW BUILDING 0 DEMOLITION 0 RESIDENTIAL LOT _ BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE IS COMMERCIAL , !a` 7 I ESeRgalQN OF.,WORKo, ^ts r a• a? r r, . ' k _r is ' %ALTERATION ❑ ACCESSORY BLDG. B::FIRESPRINKLERft,„. A„ , t. ❑ REPAIR ❑ POOL / SPA ❑ YES AN /A 3W? C 04D KT rnod,e 1 t De -k. ❑ MOVE ❑ OTHER ❑ NO weNatt ,` PROPERTY OWNER v,..•' . •, - , i CONTRACTOR: r ,,.., 1Fv ir;• y r ! WA `" i" ".ARCHITECT 1 ENGINEER `. ,; za £ `i 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: °l 0.,r Se IV & )'Ir a Cvu.n•Fry ad., 12 PC cr a ( Coil fracfans Dr, 121(. (�l 41ef'a1. L'o1ft adD)s, {rlc. 16. NAME: 24. LICENSEE NAME: Peter 12.b dr � 1u -es qhar Feerfl& -1 - 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 11t00 SeIv ) atinet br C(I) C 0 19 i \) / H 18. ADDRESS: 26. ADDRESS: All ari i c r6cact t , F L r „ i ►2d a ud 1,-(ivy 12d P-- rtc�nt 8ea cl1 , Fb 3a 33 kl-- >- 1 (.,r)->-,c . 3P3,3 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: qoy- a44• 44.8-7 _904- 0 -4 7 1 V -I Q0 -U1 -1 -lll 1 104-0' 1 4l' tIb1d-7 Ho'l- (9qI LfL)(v €10 1 - ,p`ti Lftra, 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: N/A N 14. EMAIL ADDRESS: P t ` C 30 Eh I : ` � • L °� 1 22 EMAIL ADDRESS G C I �� ADDRE N/A P f e @ r L or c "¢•_ � '�%m' M �k+M1NS�asareK ` '° z r,�.�x��'%s , �,'.fi f �: EE SIMPLE TITL MOLDER s ' s �' y � � � � "'� R GAGE ENDER " � :s' ,, e-1 , . . �r+ ; �ONDIM COMPANY r ,' . s k 4,j 'jr, '^ T n ., , c , - .,.a�.. h n .- �F, r. _ - , a� + ,'x' tl O y d N ER), .k ' � ' �' % � " ' >. .. ,,w, I ,� : :. ,. - - ...3y r 7r~" .r i��.. � � � ..z ^ w..; ¢... 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: * ** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU' NOTICE OF COMMENCEMENT. rah, " r ON RKTOf "t O NERi' A q „ a '� , . t' t *u , OnI rt • k F � � P"� �a1Fis��W � .�", Fir T� �, G � ,�Ab ' '-' ' t , m s �� r�el� �� .. �� s t tr• ( I f "p of Attorney orA Lotte R equired) ' i .1 . �S 1 Fy . 9 / ,., » ., ,(, ., y)^ Signed: ■ _ 1 it Da /�� 0 7 Signe. • _ >'�. Date: :3/1 1 / o Before this 1 1 + day of . 1 1 c-, e , 2009 in the county of Before day of / , 2009 in the county of Duval, S too Florida, h pe onal app red Duval, S -•- . - personally appeared I ( If) �j, ( l � f ! I t �Udrrql cis herin by himself / herself and affirms t hat alFstatements and declarations are herin by himself / herself ark( affirms that all statements and declarations are true and accurate. 1 4vl t 2FNEE CLAR o' ITE true and accurate. / OYidek , County of t� x /� Notary Public at Lai Zt ±a, f I qf, ■ TiY3, I Notary a � ry Public at Large, State of I IJ 'x v "`-'' aPersonally Known Personally Known ... EXPIRES July 02, 2011 CI Produced Identific• ] '� ❑ Produced Identificati•n - r) ►....s or ° � �IIS �T�� ` .c a�ta��r_• - / .. Notary Signature: I,h'is;,::41 «:tr /-.i/E Notary Signature: A JENNIFER SNOW ..... � PO ' t' Notary Public - State of Florida * ,T\1; • • My Commission Expires Aug 23, 2009 BLDG01 Permit Application Bldg: REVISED: 12/18/2008 3)"r , o� Commission # DD464853 '•,;g OF F�'•' Bonded By National Notary Assn. NOTICE OF COMMENCEMENT State of El OYI dG Tax Folio No. County of Duv To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: 11 00 s-etva ?( 'V 1 na Dr A-4--tax}{ I3ea.ch, FL 3a-a General description of improvements: .56111° S Pf_P► C e K-eryio d e l $ Dec le- Owner: Se. Iva 1 a,r i 'n4. Coux C 1 u.6 Address: Ito S''e1va net Dr, tk4-taN 6each . , L Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: 12 P L wed 0,,oritTa cA-v r S , _ Address: (uR Levy I? c1 A-I'!anti <3 &)&) Ft- 3P 33 Telephone No.: g b N- a 1 . 4 1 to Fax No: q q- a 41- 4 z-I a Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is'' , specified): �. 1 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Dater /A Before4ie this 1 1 ih � day of // in the qt}n of Duval, State Of Florida, has personally appeared i f :V Iq e t (. Doc # 2009065335, OR E1K 14815 Page 412, Notary Public at Large, State of Florida, County of Duval. Number Pages: 1 My commission expires: 01 Recorded 03/19/2009 at 12:51 PM, �� ° ° JIM FULLER CLERK CIRCUIT COURT DUVAL Personally Known: '✓ _ or COUNTY Produced Identification: f MY ° r s.• RECORDING $10.00 : 1 -, S;4uly02? 2011 (3 ? MO L.e ) rf Fax (904) 247-5845 , City of Atlantic Beach APPLICATION NUMBER 0 Building Department (To be assigned by the Building Department.) � � 800 Phone Seminole (904) 247 -5 Road 826 /� 9'-' Q 3� I v Atlantic Beach, Florida 32233 -5445 l/ tly j:-?..0j09` E -mail: building- dept @coab.us Date routed: 3/19/09 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Building �/ Property Address: /6 a ,5f /Va. ' 4,67 A Planning & Zoning /1 Tree Administrator Applicant: '? 1.- I7 fed / 6 AM es Public Works Public Utilities Project: c 3A1'5 4 ',( i i ' 6 PfM6 E4 An) -- NC IL. Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. DDenied. (Circle one.) Comments: UILDIIy PLANNING & ZONING TREE ADMIN. Reviewed by: /1'l 19,45-Y\-€4 Date: 310.) VO, PUBLIC WORKS Second Review: Approved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ['Denied. Comments: Reviewed by: Date: .0,A,,i, - City of Atlantic Beach , � ) APPLICATION NUMBER s Building Department (To be assigned by the Building Department.) is i-,...=-,:7"\,!1 P 800 Seminole Road 2/_ -r Atlantic Beach, Florida 32233 -5445 1 , - 9" 631o0 Phone (904) 247 -5826 • Fax (904) 247 -5845 i, E -mail: building- dept @coab.us Date routed: -3-/-/19 D 9 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No /6 ex Java-71741/1n /va Building Property Address: a'�� Planning & Zoning Tree Administrator Applicant: 'N'"? L q)/1 a4 / 6 41i Ai'n Q.S Public Works Public Utilities Project: c »15 61166 Pt k A-711. -- DFC Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: 4) / I • - BUILDING /( PLANNING & ZONING `' Reviewed by: , Date: ," r, TREE ADMIN. y PUBLIC WORKS Second Review: DApproved as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: (Approved as revised. DDenied. Comments: Reviewed by: Date: '"'' r - CITY OF ATLANTIC BEACH 09.- I I I I ,r 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 + A ' OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BU I LDI NG- DEPT ©COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 17 ,7 x -5 •x'k "r'f .. 7 x a s , w 4 tro .57 in ,. ,5S',, ,> . ltaoo Suva ) a4 irya Dr 635, 000 9o0 0 NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT _ BLOCK _ SUB DIVISION ❑ ADDITION ❑ CONVERTING USE Q. COMMERCIAL <" c "'`ra " ALTERATION ❑ ACCESSORY BLDG. - 3=1 '- S O l � 1 G� �Cf�0 I'e ❑ REPAIR ❑POOL /SPA ❑YES �I,N /A J a 1'e S 4 1 f/1 ❑ MOVE ❑ OTHER ❑ NO ,. _ 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: Selves 1larina Cvun+ry t'I1.t,b . :c '. -Iv v ! Z l':, ...a.1 (.on 4 cMis 47c. 16. NAME: 24. LICENSEE NAME: Pe +r Ito d r i (u,es f l -ar tie Feer ns r 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: tl•o0 S-eIva Htcnna 0r (,,Cs) c ot400 1 °I I \J/ d1 A+ lclrr} rbcucl, FL 3 1 8.ADDRESS: 26. ADDRESS: /r 'rlran t iC- � 3C a cd', F - 3aa --±-1a r he e di)-7. 53P 35 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 120. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: q0 24G- u'8z7 112. FAX C10(4- 9o)-14/-11 boy -dul 4 y; Glotl -9(41 4q)(0, cloy - ,)4)- LfLIa7 13. CELL PHONE: 21. CELL PHONE: f 29 .CELL PHONE: ` N/A A 14. EMAIL ADDRESS: 22. MAIL ADDRESS: 30. EMAIL ADDRESS: con') NSA S1 Y a •V S1)tu1e @- ( 4:. 1 3' '. {� b P .d ' ,� t„ ti�'v Y - Y' # 0.Z.'-1 d E v4+ I p � ' 4 ?# � , s, kc a ' .. 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. * ** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. ;: r N v . $ r r v , r° 737, 1 : x" '" '8"` 4 *A ot� k " 4 '" a . t � q " r� .., .r ` k^� ° a i::!.m v V, r .. aHxU 3fi, '-: 1 '''' "" ? Si gned: �i� lM ' D. L/ / , Signe. �>t/�. �- Date: ,3�II /0 Before a this 1- day of • • t t c- . , 2009 in the county of Before day of . t , _A/ , 2009 in the county of Duval, p o Florida, s pe onall app red Duval, S - • - personally appeared I( • ' i t s herin by himself / herself and affirms that al statements and declarations are herin by himself / herself a -. affirms that all statements and declarations are 7-- -. .,- ! ;.-nd accurate. t ) K NE E CLA ��' ITE true and accurate. - 14. , ,, - Public at Lar t- f �f ..1M1 .! I Notary Public at Large, State of F(or/d a , County of D IA-v' C V . n own la Personally Known r rsonall K y EXPIRES Ju U2 2U1 ' r r I. oduced Identific�L ❑ Produced Identificati•n - r Signature: 1 -a - -- _= �"�`!rr`morag - Notary Signature:4 , ' CM, i : " ✓ I • " I I R CODE COMPLIANC !" f JENNIFER SNOW CITY OF ATLANTIC BEACH , ` • ►qY o { ; Notary Public - State of Florida 144 SEE PERMITS FOR ADDITIONAL � , • My Commission Exires Aug 23,2009 f, immisi .` , 01 Permit App ation Bldg: REVISE'6: Y24r ghlENTS AND CONDITIONS. I s, ��I` e ; Commission sip DD464853 w� Bonded By National Notary Assn. ;'' REV :_1 "7._9 DAT NOTICE OF COMMENCEMENT State of El OY t d G Tax Folio No. County of Du.v al To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: I to OO S-C 1 V a }•{.a y f n a Dr f� } Calf c 16e-cc ch FL 3 a a 3 3 General description of improvements: S5 21 S -PI c e P ery n° d e l S Dec k Owner: Se I va ar ,'rut C�� r, C I t..b Address: I to O 0 Se I v c+ .RZLIr )x I' net Dr, Ftl- lurttic, beach, PL. Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: >? Pc Glerlega( (,un't"ra c+vr c , i VC • Address: (148 Levy �d A- 1 (& Ch F(- 3Pg33 Telephone No.: q b N - / a N 1. qt-41 Fax No: q0/4-14.)-4243- Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER , / /1 Signed: / Dater �� day ne this 1 I y of �4 in the uni of Duval, State �/ � � __ y Of Florida, has personally appeared I e ( d-v 1 Doc # 2009065335, OR tsK 14815 Page 412, Notary Public at Large, State of Florida, County of Duval. Number Pages: 1 �j -j /02-/// Recorded 03/19/2009 at 12:51 PM, My commission expires: JIM FULLER CLERK CIRCUIT COURT DUVAL Personally Known: ✓ ^; COUNTY Produced Identification: RECORDING $10.00 = % y,`; ; * - MY C OMMISSION # DOb 72 �'�`' •►`, $ uly0, 2011 6 ‘. , ,Flo,.ay •� Florida Building, Code Online Page 1 of 5 ._0.,,�3. U x v § 5 T om „ `� 'te 1',. yr -` �r #" ', moo rt;'s^. a d • } i # VROaKtA�i � GC1441W ABOU't'pCA � COA'TAC7Q ..} BCIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Fads Publications ' FBC Staff BCIS Site Map Links Search r �s /� Product Approval � �✓ eee �: � USER: Public User Community sz _ Af ai rr , ;:t';;;' Product Approval Menu > Product or Application Search > Application List > Application Detail EIREOPEEXPERMIWODAIRV FL # FL10962 i.' Application Type New qE ANT Code Version 2007 . „, Application Status Approved ` eu; "1,041 , Comments # tCt pF _ .;t Archived r Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld - wen.com Technical Representative Steve Saffell Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext 2900 stevesa @jeld - wen.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 1997 ASTM E330 2002 ASTM E331 2000 Equivalence of Product Standards Certified By Approved Testing Lab FL10962 RO_. E330 -97 to E330 -02 19JUNE08.pdf http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgvihT9G9wJlk8... 3/24/2009 NAMI NOTICE OF PRODUCT LINE CERTIFICATION r -�'` Certification No.. NI006606 -R1 Page 1 Date: • 06/19/2006 i ve Revision Date: 05/30/2008 --'' Certification Program: Structural Company: Jeld -Wen, Inc. Code: JEL The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria bas been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeid -Wen, Inc. 31725 Highway 97 North Chiloquin, OR 97624 Product Line: Jeld -Wen's Premium Fiberglass Door with PURfiber Technology Test Report: ATI- 63494.02 - 301-44 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The head and jambs consist of finger jointed pine with all comers coped, butted, and attached using three (3) 16 gauge, 7/16" crown by 2" long staples at each corner. 1.2 Glazing: Where used, the overall insulated glass consisted of two (2) sheets of 1/8" tempered glass. 1.3 Panel Construction: All panel specimens were constructed from two (2) 0.065 "nominal thickness fiberglass skins separated by wood rails and stiles. Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Endura See additional Pages of Certification for Certified Product Line Matrix(s). If you have any questions regarding this certification, please contact NAMI at (757)594 -8658. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 - Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 1 irsii CITY OF ATLANTIC BEACH o A ; I I I I I k 4 le 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 7 - y' s � sr OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 '� 1:1-7'!: BUILDING - DEPT @COAB.US r = BUILDING PERMIT APPLICATION DUVAL COUNTY r ,.tJOB`ADDRS5; `f .i' im . v ,,"^, x -.,,F,, ., x: N .,,i', sx.mr z V/,1WAAI,ON'OF;WARIC 0 ,tk. .•.. 4 3 "..FT:UNDERROOI} " k ,w t (rrb0 SGtvet )40-4 i n& Dr 6 35, 00 0 9OQ r ✓� <,.1 ^e 4 5 .;CLAS$ �At.u,o. r5''zp• ... '. ,. 6 ,..OSE:OFSTRUCTURE` S sfir- `4;LEGAGDF &CRIPTIOf!1'z; � �,:,. . ,'� :_: s,, ., ... ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT _ BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE IS COMMERCIAL ri7 5,0E5CRIP oN OF1WORKz . rNOF... .,> • ?a e•., ',. ^= . , - •'' I ALTERATION ❑ ACCESSORY BLDG. 8' "FIREISPRINKLER k?ZNAr C 0 1 Code I.� f1 V �P 0T f rt ad P e,IC. ❑ REPAIR ❑ POOL / SPA ❑ YES ,181, N /A C I a Qe ❑ MOVE ❑ OTHER ❑ NO =ir _r ' , e1117 O u,` i .W,.,, » . 0 .' ' CONTRACTOR "* .,.,F"u''• +" r• 4/ k "v, 6w , `ARCIMITECTMENGINEER' . _ $ 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: _ ,.xu S' IV A- M "1 " Cuun+ry 6/14 12 la (SIcrerett Coli 'frac,Ic1S / DV. RPC (J1el'1Pi'a 1 CCni.f a IS,4 IC. 16. NAME: 24. LICENSEE NAME: Pe--er goat' � G u,es Tartie •FeernsAi 10. ADDRESS: 1 17. STATE OF FLORIDA LCENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 11200 Siva � Crai/ A- hr (;CSI C n40(11 I G I M/ H PrF L Ca-rl{'I G rota _ / . t 3 2 3 5 1 ADDRESS: 26. ADDRESS: GI d IA 8 1�> y Rol a LI S l- .wy Iz i tcint 13ca -ch, Fl- 3 2 a , i.4 -4-1 OA i•h c r.- h eal✓, l . 3,3 33 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: goy- 246 4 11.-7 904- ay4_c?i I clot-I- - (-1 r10 tit-P-7 qou - - au) - 4-1' cloy - ,)Ltl `f a7 13. CELL PHONE: 21. CELL PHONEy 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: N/A Pere@ rpC CI"rnYl Slue --e e. paj C60)\ :4 P Y -+, „ _ r.:r w r ,fit K • ri . . ,,, ...w d,, c Via" L" ' " , FEE �MPLF rTf E ALDE iwy 1 1 hz ROf [1 , 0 ' ANY ", . 44 ` sria O T a ENDER s � ..: k., i e. � C °, r4- .'.4P ��. r, e3 .-^" v a�" €s: r, „,bG� "at,. QA� 3e „?.: � � ^) ''r}' 1 . �O?rV�ERx� ,, .,E, �. � v '�`�'", «.'� .., . t. n,X�n'�. �F4�?" lu �� 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. * ** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU NOTICE OF COMMENCEMENT. & N: , s ONTRACTOR Y w s �r ` �� v�.3� , p OWNER or IP►GEN�' � � �&�! Y 4 qy��'/9` il`�` a, �,��Ir r � � y ��rx : 4 �,� { z �.��;��+' �- .mot , �ttzlff•, �9pnf, PproJ, �4tbmeY .QkA9Anc�,LBtt . I . � 1� 4 .1f n � �fi k r..�A;,r� .�tt�3N : , QNy)- �'vs, ,r. ,, p , � ,. . -_... � �� AV; Si _ • Signed: i Da -• Signe. �� Date: ;3�� 0 Before his 1 I + day of f i L c �V , 2009 in the county of Before ' - day of - / _ , 2009 in the county of Duval, S too Florida, s pe on app red Duval, St--„,.'- - • - personally appeared f I ( l?i, j C l �C P dr rques herin by himself / herself and affirms that al statements and declarations are herin by himself / herself and affirms that all statements and declarations are _ ~M _ true and accurate. 2 a �. I€ CLAR AL ITE true and accurate. n _ Notary Public at Lar. - . ,•f• Wy� ■T.`( f, ' I Notary Public at Large, State of ROY /C/A, County of 1) v " Personally Known s -o, - EXPIRES Ju 02, 201 t� Personall Known CI Produced Identific• 0 -, ` s ❑ Produced Identificati • n - I�� J i� I�j� . g1 kg. INSI LWr_ ' - / - Notary Signature: s�� s.e r rAllot/!Mid/[f111111..11111 - Notary Signature: ' - -- - JENNIFER SNOW s , P , = t Notary Public - State of Florida o My Commission Expires Aug 23, 2009 0 BLDG01 Permit Application Bldg: REVISED: 12/18/2008 3 ,) o, : Commission # DD464853 °+, ,, Bonded By National Notary Assn. I NOTICE OF COMMENCEMENT State of H OY■ dra Tax Folio No. County of Duv To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: 1 �0 00 s� I v a K aY I n a DY A-4-1 ant i C. IC Ch PL 3 3 3 General description of improvements: S( I e S 1f 1 c. e tt yio d e l a Dec k Owner: Se I v a •}'l ar i 'na ('.du,rli nj CI u,b Address: I to 0 S' v U ,Nay i' net Dr, Ptl- tc&ntic 1/43ea.ch P L. Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: pc Glcneral C ortitt COY S , T-nC Address: ,m Levy 1201 c beach F(, 3Pa33 Telephone No.: goo -a N 1 -' 4 Fax No: q 4 - 4 I- 4 - 7 Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is ,. specified): THIS SPACE FOR RECORDER'S USE ON LY OWNER X11 /x' Signed: Date: 3 / 1 Befor ne this 1 1 ih — day of iI in the C of Duval, State Of Florida, has personally appeared (f 1 di/ q e f 1(`. I ( l Doc # 20009065335, OR 8K 14815 Page 412, Notary Public at Large, State of Florida, County of Duval. Number Pages: 1 6 (�p 2 / I l Recorded 03/19/2009 at 12:51 PM, My commission expires: JIM FULLER CLERK CIRCUIT COURT DUVAL Personally Known: ✓ or COUNTY Produced Identification: e ^ Mist " RECORDING $10.00 My C.MMISSION • -� /TN 8 2011 (CP . ! s: Jun -03 -99 09:34A f "LEGAL DESU1U IlUv" 904 P.02 V H717 F'g 236 parcel of land being a portion of Government 9, 10, 15 and 16, of Section 8, a portion of Govenment That' certain tract or Lots 7, 8, portion of Government Lot 2 of S r ail 6• Lot 6 portion S G . a p Block 1, and a portion of Goversunent Lots atic all o£ Lot 1 of Township 2 South, Range 29 East, a e9 16 and 16A an recorded in Plat Book g ,. DONNER' S RGPLA'C Count: Flori p a , bei net more oL ,p the public records of Duval county. particularly described as commencing at Lae �Sou ortl uhge 29 the Ferrer Grant, Section 38, Township a 6° 5' West, 2073.94 feet to the li said • D thence North 6 ne 4� Section 8' and 175a d Section li i ng feet e to etheuPllortleast 00' M c Wes o, G long thence South 0° O boundary of said Government Lot 2, 75 corner of Governmert Lot 2 of Maid 5ecL•i.on 1 T 30" 469.26 feet to the Easterly West, h 89° 28' 50" West, and parallel to said Section , along the Easterly thence South • boundary of Block 1 of said l y West, along the Easterly R1 booundar REPEAT: y Block , 4t feet to the Southeast corner - of' said bundary oc said h ence 1, the Southerly Lot 5, Block 1; thence South 89 28' 50" West along boundary of said Lot 5, 176 feet to the Easterly arigLttof way the nce line of Francis Avenue and the Westerly boundary ' North 0° 11' 34" West, along the Easterly right of way line of 5, eituatedsinvsaid •Sectioteitline; thencehSouthc89 °e 28' 50" along said Section line, 12.27 feet to the Southwest corner of the East y of Government Lot 15 of said Section rono8;sahencestorth£0° 31' 10" West, along the Westerly Government Lot 15, 1324.81 feet to the Southerly boundary of Government Lot 10 of said Section 8; thence along the Southerly boundary of said Lot 10, South 89° 03' 10" West, 355.77 feet to the Southeast corner of Fairway Villa as recorded in Plat Hook 39, page 22 of said public records; thence North 1 23' 15" West, along the Easterly line 4fOsaidtFairway Villa' 18 f t.b North 8II 36' 45" East, 404.23 feet to the most Westerlycorner Sevilla Gardens rardens; as recorded in Plat Book 45, page Southeasterly along the Southwesterly line of said Sevilla Gardens Unit 2 and a Southeasterly prolongation thereof, along the arc of a curve that is concave to the Northeast and has a radius ofchord 4069.72 feet. a distance of 1088.6 feet as measured along bearing South 47° 06' 35" East; thence North 59° 36' 55" East, 90.85 feet; thence South 30° 27.' 05" East, 187.6 feet; thence along a curve that is concave to the Northeast and has a radius of 4069.72 feet, a distance of 118'feet, as measured along a chord bearing South 58° 35' 55" East; thence South 12° 22' 05" East. a distance of 46 feet, more:or less, to an intersection with the Westerly shoreline of a drainage ditch and /or canal; thence Southerly along the Westerly shoreline of said drainage ditch and /or canal, 2026 feet more or less to a point which is 5'feet Easterly of a point that is South 12° 22' 05" East, 2071.75 feet, from the end of the last described curved line course, said point being on a Westerly prolongation of the South line of Lot 1, Block 9, Selva Marina Unit 5, as recorded in Plat Book 30, pages 29 and 29A of said public records; thence North 78° 03' 10" East along said Westerly prolongation and along the South line of Lot 1, 332 feet more or less'to an intersection with the.Westerly right of way line of Selva Marina Drive (a 100 foot right of way), said point being the Southeast corner of said Lot 1; thence South 11° 56' 50" East, along the Westerly right of way line of said.Selva Marina Drive, 750 feet; thence South 78° 03'.10" West, 450 feet to the Northeasterly corner of the lands described in Official Records Volume 1270, page 559; thence South 11° 56' 50" East, 270 • feet to the Southeasterly corner of said lands so described; thence South 78° 03' 10" West, 250 feet to the Southwesterly corner of the lands described in Official Records Book 1270, page 559; thence South 11° 56' 50" East, and parallel to the Westerly right of way line of said Selva Marina Drive, 684.44 feet; thence South 83° 42' 10" West, 669.45 feet; thence North 6° 45' West, 1322.13 feet to an intersection with said Section line dividing Section 8 and 17; thence South 89° 28' 50" West, along said Section line, 301.78 £eet to the point or beginning. um in Prod Johns Manville GlasTitel' Flexible APP +2 'v CITY OF AiLAi,� i,L . - _. BUILDING OFFICE Description GlasTite Flexible is a durable, goilelltitiiiiififtritraiifie or JAN 1 20n3 fekdesigned aiound a unique reinforcing system. The reinforcing fabric has a 'balanced" construction formed by laminating a poly- ester neat to each side of a tough fiber glass scrim core. This By: 1 . t 44 exceptional reinforcement mat is subsequently coated with a proven and durable weathering grade asphalt. The composite is GL then surfaced on both sides with a fine mineral parting agent The design of this reinforced base flashing offers exceptionally -- high tensile strength and tear resistance. These properties facili- tate application and increase service life. Use GlasTite Flexible is used ip the construction of traditional flashing systems or illt , " It readily conforms to transitions at the cant and wall area. Unlike flashing products reinforced with tradi- tional fiber glass mats, which can exhibit strong memory, GlasTite Flexible does not bridge at the cant end will not pull away from the substrate after it has been installed. Its flexibility makes It ideal for all root terminations, including parapet walls, skylights, root pens- Advantages ttati0ns, drains, vents and roof edges. GlasTite Flexible can also • Excellent puncture and tear resistance prevent damage often be used as a ply sheet in built -up roofing systems. caused by root top traffic GlasTite Flexible is installed using slightly different procedures than • Superior flexibility and conformability allow the mechanic to conventional fiber glass mat base fleshings. Back mopping the sheet easily and quickly install a tight, durable flashing system and the substrate to which it will be installed results in the best • Extraordinary tensile strength provides superior protection installation. As an alternate. GlasTite Flexible can be set in Bestile'' against splitting Industrial Roof Cement, JM MBR'• Utility Cement or JM MBR "' • Low moisture absorption, excellent dimensional stability Flashing Cement in three or five course base flashing systems. and resistance to rot make it an ideal replacement for organic flashing materials For guaranteed systems, JM requires that GlasTite Flexible be surfaced with a JM roof coating. Typical Physical Properties Sizes Tensile Strength (ASTM fl) 133 Ibf /in. (23.3 kN/m) Roll size ........................................ ......................... squares (13.9 m') Tear Resistance (AST Roll weight 64.5 lbs. (29 -3 kg) Machine Direction 2610 grams Roll length 50' Cr (15.2 m) Cross Machine Direction 3910 grams Roll width 36" (91.4 cm) Puncture Resistance (ASTM 0 781) 42 inch • lbs. (4.1 N • ml Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS -2025. 3 -19 Products Jai ,� Johns Manville DynaLastic 180 Description DynaLastic 180 is a polyester reinforced SBS modified bitumen"' shert, It incorporates the features of a tough, 180 g/m non -woven polyester mat that is saturated and coated with a blend of SBS (Styrene- Butadiene•5ryrenel rubber and high quality asphalt The 1111k.._vg.;!. elastomeric asphalt blend has full recovery properties after 100% , elongation and lends elasticity and flexibility to the sheet The poly- ester mat provides good tensile strength, toughness. puncture resistance and can accommodate stresses created by typical roof- top expansion and contraction forces. The covering layer of ceramic- coated roofing granules, available either in black or white, q • provides durability along with superior resistance to damage from foot traffic. In addition, the white granules offer improved heat f�±, reflectivity and resistance to temperature stress. ! Use J. ' cr DynaLastic 180 is designed for use as a quality modified bitumen '∎ sheet in multiple ply rooting systems, It is ideal for low slope applications (inclines up to t4 per toot 141.6 min /m)), and is recom- mended for this application with Types III and IV asphalt. For slopes from W to 3" per foot (41.6 to 250 mm /m), only Type IV Advantages asphalt is recommended. Because of its excellent weatherability, • The polyester mat provides excellent puncture and tear durability and handling characteristics, DynaLastic 180 may be resistance _ used both as a modified bitumen cap sheet or as a flashing rneteri • The elongation and recovery properties of the SBS blend allow el. However, we require using DynaFlex"° for flashing applications the product to easily accommodate the continual expansion and in many specifications. DynaLastic 180 may also be installed in contraction strains experienced on all roofs JM MBR" Cold Application Adhesive. This product is not to be • The product's flexibility and dimensional stability provide ease of installed using heat - welding application techniques. handling, resulting in quick installations Typical Physical Properties' Sizes T Material meets or exceeds the criteria for A� 4 Roll size 1 square (9.29 m') _ Roll weight 101 Ibs (45.8 kg) Grade G. Roll length 32' 10" 110 ml Thickness 0.150 inches (3.8 mm) Roll width 39 W (1 m) Tensile Strength 0 0 °F 1-18'CI Machine Direction 100 Ibs. force /in. width 117.5 kN /mi Cross Machine Direction 801bs. torte /in. width (14.0 kN /m) Elongation @ 0 °F ( -18 °CI Ceramic GranuI 5 Machine Direction 359'° ..u.....•.s..4.•.•.•... • +•• Cross Machine Direction Tensile- Tear ��►�� Polyester Mat Machine Direction 100 Ibs. /in. (17.5 kN /m) ��/ / i aii gas MOditcdd Cross Machine Direction 80 Ibs. /in, (14.0 kN /m) �� , S8S M t Low Temperature Flexibility -10 °F ( -23 "C) Non Bloc��g Surfacing Dimensional Stability 0.70% change Machine Direction 0.60% change Cross Machine Direction • Material tested in accordance with ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials. Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS -4106. 3 -31 j Iu,u, Products Johns Manville GIasPle Premier Description "`— Gla sPly Premier is a specially constructed, aspftalt- 'oeaterC.tiber glass ply felt for use in hot applied built -up and modified bitumen roofing systems. It is produced by first impregnating a special high strength Johns Manville (JM) fiber glass mat with a quality asphalt. Next, it is treated with a unique liquid parting agent that eliminates sticking when the felt is unrolled. Before the product is wound into rolls, it is imprinted with laying lines on the top surface so the roofing mechanic can install the felt with the proper exposure GlasPly Pre and provide the correct number of plies, F,w Use GlasPly Premier is intended for use as an integral part of any built -up or modified bitumen roofing system, over nailable and non- nailable roof decks and over approved types of roof insulation. When installed over nailable decks, a fiber glass base sheet, such as JM GlasBase' ", is typically used as the first ply and is usually mechanically fastened to the deck. Subsequently, layers of GlasPly Premier are set in hot asphalt to "build -up" the applicable number of plies. Non-nailable decks and approved insulations usually have multiple layers of GlasPly Premier adhered directly to them with • Advantages hot asphalt. • High tensile strength resists splitting that can be caused by roof - GlasPly Premier has good flexibility, conformability, and superior top stresses strength in both the machine and cross machine directions. • Low moisture absorption, excellent dimensional stability and "Broaming -in" is not necessary, but use of a squeegee on GlasPly resistance to rot makes it an ideal replacement for organic felt Premier after laying in hot asphalt will help ensure full contact is • Easy to handle, lays flat, minimizes workmanship related problems made with the asphalt • Excellent porosity providing flexibility and conformability, minimizing fishmouths, wrinkling and ridging Typical Physical Properties GlasPly Premier is classified by Underwriters Laboratories as Material meets the requirements of 'A 1SZSZTIll 'T rpe lfg a Type G -1 Coated Ply Sheet. See the UL Roofing Materials and - Breaking Strength (min.) Ibf /In, fkN /m) Systems Directory for acceptable Class A, B or C roof construc- Breakin udinal (With the Fiber Grain) 60.0 110.5) titan employing GlasPly Premier. Factory Mutual has approved the Transverse (Across the Fiber Grain) 60.0 (10.5) use of this product in numerous constructions. Refer to the current Pliability,' r4 in (13 mm) Radius Bond No Failures edition of the FM Approval Guide for details. Net Dry Mass of Asphalt - impregnated Glass Felt (min.) lbs. /100 ft' (g/mm Sizes Average of All Bons 7.0 (342) Roll size 5 squares (46.5 m') Individual Rolls 6.0 1293) Roll weight 40 Ibs. (181 kg) Moisture at Time of Manufacture (max.) 1.0% Roll length 180' (54.9 m) Mass of Desaturated Glass Felt (min.) Roll width 36 m) Ibs./100 ft' (g /m') 1.9193) Bituminous Saturant (Asphalt) (min.) lbs. /100 ft' (g/rn') 3.0 (146) Ash 70- ;• : % Parting Agent and Stabilizer (max.) lbs./100 ft' (g /m9 3.0 (146) Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS -2022. 3 -18 • Nip SBS Modified Bitumen Specificat Johns Manville Specification 3CND/3FND/3PND Three Ply Not Mopped Modified Bitumen Mineral Surfaced N.urb+. °► . ua ' ` °r Roofing System. For use over plywood or other imitable j decks on inclines up to 3" per foot (250 mm/m), 3heathme Vapor _ P P III Nn For Regions 1, 2 and 3 _ ►. _ • ' • Glratasn, • • •'• ♦ Appra.wiJM Glrrdasa Prue, SOS Cry snail Materials per 100 sq.11. (3.3 m') of Roof Area O I saw Sheathing Paper: DynuMrur Pui.WPryn • ^ or I. -,r-.. . 2t.r Wood board decks only 1 layer ohnat•°tic in s Felts: s elan I • R i c Base: GlasBese, GlasBase Plus, DynaBase, DynaPIY, tO� ; ': PermaPly 28 or DynaLastic 180 S 1 layer _ • '� • • ; `• is , .: levee) Al Intermediate' DynaBase, DynaPly, GlasBase, GlasPly Premier, GlasPly IV, PermaPly 28, Dynalastic 180 S or GlasBase Plus 1 layer i r. 1 i f End Imai • • 1 . . • swnw� „ d, .: 3CND— DynaKap or DynaKap FR Chou Ram Dvuirly.GW.rsu,Curly 3FNO— DynaGlas, DynaGlas FR or DynaGlas 30 FR° Pr.rrnC Glvely IV. P°rm.Ply26, 3PND— DynaLastic 180, DynaLastic 180 FR, DynaLastic 250 DmaLwtk 'INS or Giglio. MA or DynaLastic 250 FR 1 layer 3cN0/3FND/3PND "Woe Glob 30 FR must be used in conjunction with dynamo. DynaPly or data in the "Roof Decks” section of the current JM Commercial/Industrial Dynamic t8a S unly. Roofing Systems Manual. Asphalt (Refer to Para. 7A.8): Trumbull or other JM Approved Asphalt Roll an 18'1457 mm) wide piece of one of the intermediate felts listed into Up per tea Asphalt 0 F, Type I S Total . (21 a full mopping of asphalt. The remaining felts are to be applied full width. nfr' U ype 46 lbs. (21 kg) in the same manner, with 3' (76 min) side and 4" (102 mm) end laps over • to 3" " 1 120°F, T 220`F, Type IV, , Spp ecci al Steep 46 lbs (21 kg) the preceding sheets. Approximate installed weight 165 360 lbs. (75 163 kg). Apply a full width piece of one of the cap sheets listed into a full mopping of asphalt. Subsequent sheets are to be applied in the same planner, with General 4" (102 mm) side and end laps over the preceding sheets (6" (152 mml end This specification is for use over any type of approved structural deck laps for DynaLastic products). (without insulation) which can receive and adequately retain nails or Apply all felts so that they are firmly and uniformly set, without voids, into the hot other mechanical fasteners that may be recommended by the deck asphalt. Asphalt temperature should be at the Equiviscous manufacturer. Examples of these decks are woad, plywood, and approved Temperature (EVT), 25°F (±14 °C). at the point of application. All felt edges oriented strand board (OSB). This specification is not for use directly over shall be well sealed. The asphalt shall be applied just before the fell lightweight, insulating concrete decks. at a nominal rate of 23 lbs. per square (1.1 kg/m'I. For modified bitumen sheets, the asphalt temperature shall be at a minimum of 400"F (204 °CI Design and installation of the deck and/or roof substrate mutt result in when the Sheet is set into it. This higher temperature maximizes the the root draining freely, to outlets numerous enough and to located as to — bonding of the modified bitumen sheet. remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be eligible for a JM Note: When using metric and English sized base and cap sheets in the Roofing System Guarantee. sane system, care must be taken to avoid lap over lap configurations. Note; All general instructions contained in the current JM Commercial/ gale sheet and cap sheets with polyester reinforcement must be Industrial Roofing Systems Manual shall be considered pert of this allowed to relax in an unrolled position prior to installation. specification. Fleshings For cold weather application techniques, refer to Paragraph 7A24. Flashing details can be found in the "Bituminous Fleshings" section of Steep Slope Requirements the JM CommerciaVhtdustrial Roofing Systems Manual. , Special procedures are required on inclines over /i per foot (41.6 minim). Application Refer to Paragraph 7A21. On roof decks with slopes up to '' /e" per foot (41.6 nim /m), the roofing tells Surfacing and modified bitumen sheets may be installed either perpendicular or No additional surfacing is required. parallel to the roof incline. Over wood board decks, one ply of sheathing paper must be used under Asphalt • the base felt, next to the deck. Asphalt should meet the requirements of ASTM 0 312. Using one of the base felts listed, start with a piece 24' (610 mm) wide. JM Guarantees require the use of Trumbull asphalt or another JM The remaining Celts are to be applied full width with 3" 176 mml side and Approved A 4" (102 mm) and laps over the preceding sheets. Nail the laps at 9" (229 Inm) centers, and down the longitudinal center of each felt place two rows of nails. with the rows spaced approximately 11" (279 mm) apart, and nails staggered on approximately 18" (457 mm) centers. Use nails For an identical copy of this specification, ask tor RS 4197. or fasteners appropriate to the type of deck, with 1" (25 mm) minimum diameter caps. For additional tastener information, refer to the fastener • • 1 -0 • t 217 i d 7 Products Johns Manville SBS Modified Bitumen Products Product Use Description Sir Standard DynaBase Base A fiber Mass reinforced, SBS modified bitumen sq. (15 m'( ASTM D 6163 turnen base sheet Typo 1, Grade S DynaGlas Fleshing A fed faced, fiber glass reinforced, SBS modified bitumen !lashing 1 sq. (10 m'1 ASTM D 6298 or cep sheet DyneFlex Flashing A flexibly poNesterigless scrim reinforced, granular surfaced, SBS 1( sq. (7.0 rn) ASTM D 6221 rnodifiad bitlunenflashing sheet DynaGlas Cap A premium, fiber glues mat reinforced, granular surfaced. SBS 1 sq. (10 in') ASTM 0 6163 modified bitumen cap sheet Type I, Grade G A premium, Fiber glass mat reinforced, pronely surfaced. SBS 1 sq. (10 ni) ASTM 0 6169 DynaGlas FR Cep modified bitumen cap slteetfor use in fire -rated systems Type 1, Grade 0 pyna6las 30 FR Cite sq. (10 m') ASTM 0 6163 P Afiber glass mat reinforced, granular surfaced, SBS modified Type I, Grade G bitumen cap sheet for use in fire -rated systems DynaKap Cap A premium fiber glass /polyester composite reinforced, granular 1 sq. (10 m'1 ASTM 0 6162 surfaced, S85 modified bitumen cap sheet Type II, Grade G OynaKap FN Cap Afire- roalctan4 promiurn, fiber glass/polyester composite 1 sq. (10 m'1 ASTM 0 6162 �Ih�,taao� rte► — --.11111111116 reinforced, granular surfaced, SBS modified bitumen cap sheet Cap A 180 grain polyester met reinforced, granular surfaced, SBS 1 sq. m n''I "161f/4 DynaLestic 1110 P g modified bitumen cap shear Type I, Grads G „ m :4 FR Cap A180 grain polyester mat reintorced, granular surfaced, SBS i s q , (1' Type b Grade 6 modified bitumen cap sheet for use in fire -rated systems A 180 ram, polyester reinforced, smooth surfaced, SBS modified 1 sq. (10 m') ASTM 0 6164 OynaLestic 180 S Cap g P y Type 1, Grade S bitumen cap sheet ASTM 0 6164 DyniLastic 250 Cap A 250 grain, polyester reinforced, granular surfaced SBS modified 1 sq. (10 m') Type II, Grade G bitumen cap sheet 1 aq.110 m'1 ASTM D 8164 DynaLaetic 250 FR Cap A 250 gram, polyester reinforced, granular surfaced SBS modified Type II, Grade G bitumen, fire resistant cap sheet DynaPly Cap A premium, smooth-surfaced, fiber glass/polyeswr mat reinforced 1 sq. 110 m'1 ASTM ll, Grade S SBS cap sheet tar use in gravel surfaced MBR systems None Dynal'red and Roof Preformed, skid resistant boards consisting of modified asphalt, 3T' x 37" (813 mm x 813 mm) DynaTred Plus Walkway reinforcements and fillers with ceramic granule surfaces • Material tested in accordance with ASTM D 5147, "Standard Test Methods for Sampling and Testing Modified Bituminous Sheeting Materiel' SBS Modified Bitumen Heat Weldable Products ASTM D 6183 DyneW Base, A fiber glass mat reinforced, smooth surfaced, maditiad bitumen 1 mg, its m') Type L Grose S Interply base or ply sheet for heat weldebla applications only 1 sq. (10 m9 ASTNI 0 61 fr3 A fire resistsm, fiber pleas met reinforced, granular surfaced Type 1, Grose G DyY eW 10 Cap FR Cap cap sheet for heat weldable applications only ;, �1f � ILI PFUdLIUIS 1 6 0 Johns Manville Bunt -Up Roofing Product Use Descripsiee Sin Standard GB 4605 Base A heavy weight, high strength, base felt with a Coarse mineral surface 1 sq. (9.29 ml rill ASTM D 3909 for cold process built-up roofing systems (Region 3 only) GB 0807 Base A heavy weight, high strength pliable base or ply felt for cold process 2 sq. (18,6 m') roll ASTM D 4801 or Pty built-up rooting systems (Region 3 only) Glasease Base Premium, asphalt - coated, non - porous, fiber glass base sheet for use 3 sq. (27,9 in') roll Type ASTM D 4601, in BUR and MB systems GleeBese Plus BUS Premium, rubber- modified, asphalt- coated, fiber glass bass sheet 3 sq. (27.9 ml roll ASTM 0 4601, for use in BUR and MB systems (Region 3 only) Type II GlasKap Cap Mineral- surfaced, asphalt- coated, fiber glass cap sheet for use 1 sq,19.3 mil roll ASTM 0 3909 in BUR systems GIs_ s Cep Mineral surfaced, asphalt coated, fiber glass reinforced cep sheet 1 sq. (9.3 m'1 roll ASTM D 5147 for use in BUR systems (Region 3 only) Ply Asphalt- coated, fiber glass ply cheat for use in BUR end 5 eq, (46.5 .- • , 71STM 0 2178; MB systems -- Type IV GlasPly Premier Ply Premium, asphalt- coated, wet process fiber glass ply sheet fOr use 5 sq. (46. .II ' s" ' , in BUR and MB systems Type VI GiasTite F . .1 flashing Durable polyester /glass scrim reinforced, asphalt- coated h •U.4 sq. (4.6 • Name e � sheet tor use in BUR systems 13,9 nil roll Base Asphalt-coated, fiber glass base sheet for use in BUR and 3 sq. (27.9 m% roll ' 4601, MB systems Type II Ventsulatieon Base A premium, asphalt - coated, granular, embossed, venting base 1 eq. (9.3 m9 roll ASTM 0 4897, sheet for use over was fill decks or in recover app !legions Type 1I with BUR and MB aystams - -, , I , ,- ,q._. ..... 2:0 1"4"1.e ro — ......._ , y of RECE/ Atlantic Building Beach VED and Zoning e., :t SThel • SEP 15 1997 : I I cit 1 I ' ‘,9! N ' APPROVED CITY OF ATLANTIC BEACH 8 U 1 'L D I N G OFFICE i tita ' • 1 --cr LAW/04C z — SEP 18 1997 \S\ • / 7- "! _ 1 0 - • . - _, C r - tt " , - lel 1 g pm. ••• , • .. , . ii,"...... , y I i , 115 - 4 S1 ,— v"vikeiq ms1,-) ci: ....,. —., k5 _ 87" I x 1 1 EXISTING 2:O 5=.2 ! AC.- 13.' 1 3:2 12 a . 1 SELVA MARINA CC 1 , 1 i 1/ , INC. jackso4 -;',L:, 'lorija, 17'11 IP • . ‘.. i • • y v ° t 3. J 4 4 - '4 °.a z 1 �`. , C 1 , i ' y '� �\° v ° °° tea �j`Owi tea ' r \ C , t � c s i `Q , n , w ` •• tn, e ° i x_ \ ` a Pik 8j s,, 1^ P. V ^ 4 V v 1 . `' ' 4^ n Qv •G p p�c c� t :: . 1. k =. • i ns _9. ova ttl G I s Ei 14 ` ' Is Z 1 �. 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' r. r , p.,, ,tt 4't. i c ' • i AW /" -, \, Oei il ' 'T. 014 port try iIN N 1 (*(1 Ir %al:Oho tIA 1.0 - STI' 35 ' cI LI ' f 1 [tut gm , qu . , IIR ; _ of 1,4 I CO NM 1 : 3 _1.4 • 9 I 1 14' I s....s! Prt .. WI. -3p, Al , 1,4rti,, 6LI 0 PD . '‘ ci (i! pliii.A , ....,t, - II • • API 1,21.01_%" . ,, — (11j " -Sr ' - Atlantic ,,„ - t " - - it.it °Q2K-R- ...`- -. 1113 -, •1 ' .1 :. 36 t,-, t, ) M.r.24, - ,„..) - R!, , , ,, rttpl ata .[ .. . ':II'' 1-51 '' .- ';' - - 'Pfe,: r ^_ -J11 .. _ i ‘ '$1 ,. , i r• 11,4 . ,q,,, - t , " t X. A PF,LL10ER, 1NC. . . r' 4 •_ , t 4;, - .'it (,..,,) . 1 7 'ti , k ' ,r , • ,,,,,, ') , . . ix 11951 . 1 :'. - .... -° S., ' ;',. A • 1. ,. , ,' i , • '-, 77;.',‘,,_,! : 2 U l P 0 ih jacksaiiiiville Jloit ida, 32211 11 0 1 , Mir ( , 1 Irti ",1 1 VQ c, 1K, ■ „ ,,,,„ , ,,,tt,d'' . 7 '' ,‘, r'''-_, r• ,Iti"L' "ill , . i y a „J? tr 11 } , i 1 Y j { ' i ? -: .-,-: -- '''llif:::; ir..,' „ I :Hit t -'': : --- - -1 ! � [ E .. l + f l v.l.... -t. S . • I , , i ' - l i ' . \.>• \ ....... - - . mss»...,... � . • .f ' M 'f , I z A3f t r 4.51. �y ISM f .r 1Pi1 . i' r g"d z T y . • .r A 4 sMer, -tk ,p 'v ! : . .: _ . , . _, __ _ _ _ __ _____ _ _ __ 111 qn IlII1Iia 1111111 iIiI IIIIIRII �� III00� -- _711- -- -----:-------- - - - - - - : -- - - - - -1 iiiiiii iiiiiI111111101 TT 1T _ -____ 11111111 IIIIIl = - r 11111I 1II11 " H L LL . �� I . - 111111 IIIF Ie B9lf 111111 1llI!lI � 1 1. 111 i nu n l _ 1. 11.1` no J e 1 _____________=_ ___ _ , _ _ : _ : 1 : - __ -_-__ AmsE B milli [mil ,vr. CITY OF ATLANTIC BEACH R I i I I I -' r#r, 0% 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 O v J OFFICE: (904)247 -5826 • • FAX NO.:(904)247 -5845 ', Y BUILDING -DEPT t@COAB.US "` ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 1. JOB'AD'DRESSI7 . / ' '2 tS THIS ABM FERIST" ." T .. 3, DATE � _ 4 ,), �s PERMIT #: (� .,...., ,,,, ,i,..- ...4:-..6,7:„..,:,,,,-,!,-,,,.,,,,-4,,,,,,,:r.,::,:,.,,,,,,.:,.,,,,-„i„:::„...-„fi,:,:., .-4-141 .4 OWNSRf ;i1 :::' ..-,::: - .. ::.;- ,,' I '. ' ' 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: l6. PHONE: / _ - �i j� �j � / � _ }�/ ,rte 7. OF CO M PA�� /2 f*(1 8. ADDRESS © ( ✓ 3 �� o. / /e 9. STATE OF I L LICENS O• 10. CELL PHONE: 1 . FAX NO.: 12. EMAIL ADDRESS: 13. OFFICE PHONBi-7 7 7 . / 7. 7 t 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be p:! ormed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and y if work is not - -•m -��ced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months time after work is • • m CONTRACTORS SIGNATURE: _ i , s1 6. CLASS OF WO1007 , ; % .,` '.; 11 SERVICBt , . . ' . , 7 , ,, 18.,M R ; NUMBEt . 5. . ❑ MULTI FAMILY - # OF UNITS: ❑ RESJDENTIAL ❑ SINGLE FAMILY ❑ TEMP SERVICE PCIDMMERCIAL ❑ ;ADDITION ❑ TRAILOR 1�,9 * ,, k...:, w 0 ,a , , ., 'tURRRE,N+I,'j< $US •,. .... `.,,, • ''':::1-.: ALTERATION ❑ SIGN ' MOLD ❑ NEW ❑ '05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL / SPA ❑ REWIRE ❑ OTHER: / y ✓ .�. ,1,c'�5�^ e. �� „/n y M � :.o : .a'�+e ... sa +�� P� , �.4 r "` �"" 4�W 1 4 1 4PPV$1.:IIVOLi }ii r " # 3� em r:4-iit:?.itfkfg sre. n. ,...4vL.ar. .. . �Y.z . 20. TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: ? W: / VOLT: Zb RACEWAY SIZE: Z da 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: ---Y--- 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29 - 31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI - FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0 -30 AMPS: I 31 -100 AMPS: OVER 100 AMPS: 31. SWITCHES 0-30 AMPS: q Ary -100 AMr,PS�y OVER 100 AMPS: '�" .OZ, � „', a'I``er"$,.W :. EA._ ;11. `. ., .'i? , '"', .... _ ,. ,:r. ,MR�CO OiNISKO i.. "n `.'z,k.a ..* .a, a , . % # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 7 z+7.. `!' w,„.' n ., 6 " n : tr. . r 10r+k? eP: t. ., ,.. £v } . ., - NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 1 �1: - e> _ sir(.' =I: iii+: c4.„ r , 2 ,4 :. r x,i.r ; • n. n.; r < ,,';' - e's�.�zr i j- „ •rR �J�j /� ,,J � // . - ��j�/ �j. DESCRIBE IN DETAIL: / 5/ c/ /�-Cz C e- - �`//�7/[ ,LJ�� l G tY/ 7'iL/ n / C,hofiye (3 COAB FORM BLDG02: REVISED: 1/10/2008 / ` / //J PL-' . , '' - 7 ✓ �l 1 �/ICj C/ G L' // /lU beiL �� BP400UO3 CITY OF ATLANTIC BEACH 4/02/09 Permit Setup - Charge and Information Maintenance 14:59:57 Application and structure : 09 00000366 000 000 Application type • COMMERCIAL ADDITION /ALTERATION Property Address • 1600 SELVA MARINA DR RE number - - - Permit type • ELECTRICAL PERMIT Type information, press Enter. Issue /reissue dates . . . Expiration date • 9/29/09 Additional description . Base permit fee .00 Plan check fee .00 Qty Unit Charge UOM or Mult 1.00 X 35.0000 EA ISSUING PERMIT 1.00 X 70.0000 EA E NEW COMM 151- 200AMP SVC 8.00 X 10.0000 EA E NEW COMM >200AMP EA 50 .00 X 50.0000 EA E PRIMARY SERVICE .00 X 4.0000 EA E TRANSFORMERS EA 20KVA .00 X 2.0000 EA E HEAT 0 -10KW + F3 =Exit F9= Change unit charges F12= Cancel s . r „„. ., CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 0 _ I 1 I . . r . : , s OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 '-��, . BUILDING- DEPT @COAB.US ,..4 ELECTRICAL PERMIT APPLICATION DUVAL COUNTY ADDRESS lllMI.xR, `iI,!' ^ s MpFaJ, ( y i ql I Uijt i, - e A, UB PERMITI. ' r 8 7 DAZE ''hhf`r+°' , 4;Y='' t � �TMIIS, S (� l7-NQ f cl� 1(oQO\ p I� C1 () I QQ Q1 D YES PERMIT# 41 1 W J��1 �4ta t t ic Beach 32233 �y :� . ±I 0 4 t I: (a .l.• I N, 14,:1 r Y t ,% Ip. 17 : ' �i `” 1!1111 . PROPERTY�ERtax t ill k ii 4y D it .t'1& ii p o- r,''. ,, 1 n .s (iw . ;'= !i :4 -<- i:.+5, 4. N E: 5. ADDRES IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: �e� �a man � a � t a 1 „ NAME ,'� a- b _: °! 5:"s� ig" P �U .. l,, Ll�, oa !r,'1t'"t"i�nigpi' RI :got4= lll�l��i r s „ "a ilh I �?'NIo ", 'i �`m ouit ,i:➢y."f,, pp „ 2 , r F c 1 _ i l 1 bait � B145 ( S 9. STATE OF FLO I L�1N N�: � 2296 ) 10. CELL PHONE: 11 N •cl - scjior. 12. E�AIL � 5b ,1& beilso t �/i �{ C! 1 g F t 0 1' q • ' 14. 15. Application is here'Dy made to obtain a permit to do the work and installations as ' • icated I c- d ify hat all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit bec. - i null nd v• d work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) • ` I .. r � �1 , fter work is commenced. CONTRACTORS SIGNATURE: • 1 6`,`'tLASS OF WORK; 1173 "w 6 ! o „ l 4 .' . > r ' 174SERVICE: Aa r, -1j p, ' I . I;, , 1 18. NMI ER NUMBER. IISO „iA R 1 OW,1 , v r ?; s ❑ MULTI FAMILY - # OF UNITS: ❑ RESIDENTIAL ❑ SINGLE FAMILY ❑ TEMP SERVICE COMMERCIAL 13 ADDITION ❑ TRAILOR , BULLD 1 0 � . ., �a� ! . ,rl, URR CODE u�;"' �I�1JM, r1 Il.,.„ ,i3 n°, �� s' ❑ ❑ SIGN `,�_ , g ❑ NEW • '115 NATIONAL ELECTRICAL CODE `4iREPAIR ❑ POOL / SPA ❑ REWIRE ❑ OTHER� 1/ t 1 ii�udG '"'r#il ,"'`'! i.`°* '+B " "+°' (�!rt `"` i, l9I� " i� '` �:� "' "-' 1 i y18A 1"�Pl��.�zr � 1 11 .s�fi' "� �� 1�..1�;' ir111�.�Ji n �� i',' i' ��' n�' � ,�lu��'It!�'�'� , ai Y., i;�� 4 .,sr�' 1 (�I r� 1 1 , i:.. 20. TYPE OF SERVICE: ❑ OVERHEAD UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0 - 30 AMPS: 31 - 100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29 -31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI - FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0 - 30 AMPS: 31 - 100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31 -100 AMPS: OVER 100 AMPS: RM a,i.i li; , II Wr - - g a i ''° F i ii. =st, 4R i l,,'t I i f °^, i t , NINI 3Z AIR ,•O T' NO+t, ;',,,?r :.a in pii s ,1g 11 ",„br i r4 ;./" °ra^ :, '"rr 1 : 1 mi.o i -a'ai .,'s? x ' z'4 r ":: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: ' ,;*. ""a=, �' r 1 1t; x a x�m 1 9 e ;,+ its' °;wl" +;ii[ .� "!bop �;, „€ a , m 1i +�OZ'i",'t,; , '� - �:Z�,� �, n.�w I(�� , � :4+r,` ,.�1,, c.��. ! 1 33�M�9T+DRSr �y� ,�.� NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: ,r ` ,'in r 1u' '+ ! ,s:.'. {,. '; 34. TRANSFORMERS u 1 1i , s t, u s !' UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: c CEtAN �� > * ` itli'. ,.tI t'!„ 4 '1 "Ida- j '91 iI,! s%!1.r 1 -: ` ui i 3 ISEQUS �I' ," p,' ! 9 ,ail I !i in s.', , Na,',.a,. - t; ,. I0 "s't .c '''41�i,: a DESCRIBE IN DETAIL: (4 C , 1 ° J % . p" g/se 44015 VO1' �� Z� - l J l oop/ e4 COAB FOR LDG02: REVISED: 1/8/2008 /_ / h 6 711.44 6044-6-01.--• ,.` r ' ' CITY OF ATLANTIC BEACH is1 800 SEMINOLE ROAD - r ? ATLANTIC BEACH, FL 32233 -� INSPECTION PRONE LINE 247-5826 41i31 > Application Number 08- 00000457 Date 4/07/08 Property Address 1600 SELVA MARINA DR Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . • 0 Application desc REPLCE 3 PHASE FEEDER TO POOL CABANA Contractor Owner C /CLUB, SELVA MARINA BROOKS & LIMBAUGH ELECTRIC CO 1600 SELVA MARINA DR. Q/A BROOKS, CHRISTY ATLANTIC BEACH FL 32233 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 (904) 241 -9051 Permit ELECTRICAL PERMIT Additional desc . 70.00 Plan Check Fee .00 Permit Fee Valuation 0 Issue Date Expiration Date . . 10/04/08 g Fee summary Charged Paid Credited Due 70.00 70.00 .00 .00 70. Permit Fee Total 00 .00 . 00 .00 Plan Check Total 70.00 .00 .00 Grand Total 70.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. l `,al y i - S ,° CITY OF ATLANTIC BEACH e 800 SEMINOLE ROAD — c , ,.7) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00000366 Date 4/02/09 Property Address 1600 SELVA MARINA DR Application type description COMMERCIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 35000 Application desc remodel sales office and deck Owner Contractor C /CLUB, SELVA MARINA R.P.C. GENERAL CONTRACTORS 1600 SELVA MARINA DR. 248 LEVY RD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -4416 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type INSTITUTIONAL Flood Zone ZONE X Permit ELECTRICAL PERMIT Additional desc . Permit Fee 185.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/29/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Roll off container company must be on City approved list and cannot be placed on City right -of -way. Fee summary Charged Paid Credited Due Permit Fee Total 185.00 185.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 185.00 185.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. U I ' AO!) y7_-- Overhead Door oFJex SC426 p•2 CITY OF ATLANTIC BEACH ~ 1 r N S • WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS ff D ate: • Sob Address: (1 ceI Vol 'Mat,iw p r i 4e. i4 -ttlan 1 (, .J. F _ 3Z2 3 3 11 '. T �StZrt�ltlArl _ vo.er,w, ee„te d may Address: iblQ•t ill • A Lot Number: Zoning District: t_egalDescrip Stock Number. ,.— ---- -� State License Number: Contractor: Phone; _______�_____ —�--- Address: State: Zip: _.r ---- Eu: , City: -' _ Describe pro • • use and work to be done: _• P` , ea .. O002 17 N 0�27 12JJ �a aT a present use • d or building(s): �� . �� ,.....• Valuation of , •- _: construction: Is approval o H. cowner's Association or other private entity required? If yes, please suani with this application. Required : i • ng Data: Mean Root • , ht . ( Building Width (ft) Buediag Leogth _ (R) [tool Shupe .- W ti 11 —() Window Width —_(R) Window El • "oe front Gr:tde (R) 0!/wit . ' (n) Merin re , t , toner of bet ding to r AS 6 A. Number of ,, • being iastalied .^ Me+o Roof Kd[At 800 Semlools 'Rosa • Atlantic Beard, Florida 32233-5445 tic tx+teh.11.st Moat (904) 747 - 5800 • Fax: (904)2474W • http• ��;:ce :MAD TO I9 39uid •10A211Nft0DtiNI2ltfWtiA"135 IZI69tPLh06 97. :0'. 900Z/8i/80 Z • d i►0ZL89Zb06 xerjo JO0a peayJanp o�,ryura6.areaa ( Overhead Door Cornpany Engineering Services 1900 Crown•Drive Farmers Branch, Texas 75234 Telephone: (972) 869 -16136 Fax: (972) 869 -1671 • APPROVED CITY B UI BEACH LD NG OFFICE 00C Jacksonville 6884 Phillips Parkway Crive North AUG 1cek 2005 Jacksonville, Florida 32256 (904) 268 -1627 By: - -- July - I'', 2003 To Whom It May Conce n: The following Overhead Door Corporation residential windload doors have been designed and tested in accordance with the Flor da Buikdiing Code and their respective windload pressures comply with the Fior da Building Code for Expostre C, 120 mph. "v 408950 Windload, 180/2801381, 37/55.5 psf, 9' -0" max 409886 Windload. 180/281/381, 31/46.5 psf, 16' -0" max - Max Roof Height 15 feet 409341 Windload, 1801280/381, 37/55.5 psf, Post. 16' -0" max 409888 Windload, 180/281/381, 31146.5 psf, 18' -0" max - Max Roof Height 15 feet 409337 Windload. 180/280/381, 37155.5 psf, Post, 18' -0" max 408951 Windload, 390, 37/55.5 psf, 9' -0" max '409692 W indloed, W.14f46:5•psf;-i 6' 0' max - 'Max:Roof+leight 15 feet 410026 Windload ;39t 37 f55:5;psf Pe`St.. 111:"0" max '.09893 Windkiad;=390, 31/46:50sf; 48' 4)"'iax - Mai nuof Height 15 feet :09432 W indload, 390, 35.1/52.7 psf, Post. 18'-0" max 409977 Windload, 190/490, 37/55.5 psf, Post, 10 max 409960 Windload, 190/490, 37/55.5 psf, Post. 16-0" max 409978 Windload, 190/490, 37/55.5 psf. Post, 18'-0" max Sincerely. Concur, Mickey Womack LeRoy Krupke, P.E. • Project Engineer Registered — State of Florida, , . Overhead Door Corporation 9 •d bO2L892b06 xe(,}o JOOQ peayaan0 Overhead Door ofJax 9042687204 p.5 £0'd 14101 d 1 a y g 1 iii Y is ' x ei,gi ► k NAP 2 g i x ::1:1 - l!L 3. ifi_ , x! r —r _I( = s a z i 1 _ o _ O O s x ��r p L u a i 1 1-- g l- s DR ill:1-1 I , 1 ' 't — 1 7, ' §iiii ! i i '' • -I 4 I ---T . ED i . lili I- „, :E . , r ==:--- i t ai: . , Eiii i IP . __I 1; P o p 1s1,• _gigg 0 Y) C i I dr N 1 el. ri i 44i Ltd Fl. 01 - I ' Lu x I f Y s .p _ i it ` i 11 i .., E 0k. L289 696 246 1 I H')t'1a.1H ,-INm awn TP . r T cc+a?_,1_cxw+ Overhead Door ofJax 9042687204 P. L j FE !illiii;iiiiiiiiiitilliAiiii d ., .., 02! Jai iiiilliiiii:111111 =p I ! ^. _!L i iii 1 1 6 ill i • E ' � 4 �: 9 w.. � K w �� 8 A li ""' V !, t 1 P Oh ED - g.- 1 '.'t li 1 i t ri%11 i ; ' • iti 1 11 E 4, y p 4 . A it ii. if 1 1 ' ; i IA M L_______t ; il i ii till e C__9 f;. 41 I- V: 0 F.01 PA �! i ' \ 0 44§ i 1 .11 v 6 , §93 - 1! ft 4 , . IV - 1111. , al o t b 1 ,,,,. , p 11 _ 011711311 _ E . Ili _ �I_ {II1_ a�� hilitiU 0%10 ( ;111 — �.�R 111 1111 0 El :lil l . 11 ;n N _ loos I� �l I �� i i i k 1p . f 1 :I� 0 " �i 1 Liz 1 i . s 2 ! !e :NI , ill r gy �..� = ; $ - iI 0/ MI Overhead Door oPJax 9042687204 P. 3 r s r r Procedure: In Orel to expedite issuance of permits graWL.Plii. Incosnplcte apptiwttons ratty rosult is delay itt is nc of permit. . In addition to th bu ding date, the following information is required: 1. ManufactUr r' est Report with Uniform Structural Load (pst) 2. ins Iauation ' r , eduren 3 Window 1 . or • tiunflYpe 4. Geroge t • • ► scription/Type 5. Skylights D .: on/Type 6. Hurricase = u or Description/Type ?. 'Elevation ew • rWindowLocations . tided with tins app . • on iq, 1 henry cxtdY di a0 tntu•o •n� � • .,. / � .► t C �L _ � ., _ . ,a te Signature of Own • : " .r fined this a ication and know the urine to be Into and torten. all ptavivru A de laws and 1 ordinances s go y t •t l • i% t pe o sad rxast with, wbether specified herein or not. The granting of a permit don not presume to urdiamcos so - g • is Type of wait will be complied o ryyttrtoes, or laws u. any ` mrsr, including de give authority to old or dulcet the provisions of fury federal, sure ttr ioe t roles, regulations, 1 wtdecs3trd ttlot tkte issuance of this permit a eogringent upon the • the perfonttattes of enftitruCtion of the Pr°PC1tl provided as required. governing above t of GO , tans sod supporting data hove bent or shell be pro above infortt<ti • get g true and comet and that die p I 5itroatteofCat, s ..: __ ‘.....eride---------Dalc: ------------- . dice m � g this application (please licit). Address and tie information of person ryas Otte all cools port Name: •- e �� • 1 1' Telephone: Andre • E - Mail, ...- -- • Fax 'Cdepttone: _ PAS TO O •' - C A� �h _ day s t f C. Sworn to and s b toed befom toe this _. -� State of Flo • . . - my of Duval P " i . 2 1/ Notani s Signature: ' /! /_ - Yt rsonalty kaOWn I v L � ppi; 1 Produced identification . w Type of identification ptodtscod AS TO CON TOR.: ` \\tl gµl►uufi / // �� A 20 Sworn u bed bane me this -- �r4'; b ..a unty of threat :r a °Om m 1 * S. State of Flori = o / . ce v 9' :?� :�.' dawn • 9` . dentiftcanon /4 „.. � tlitl identification produced 800 Seminole )(mad Atlantic Bescb,, Florins 32233 -S44S f .us phew: 004) 247. Ness: (904)?A?- 845 b ++ ttp : //ww•ciatlt►ntie beach- Devised tf2m3 L0 39vd 9217 Nf1o0t/NI21�ron"13S IZt69PZP06 9 [ =0' S00Z/8L/80 E •d 4.OZL89Zf+06 xerJo Jooa peayJan0 EAD DO Overhead Door Company of Jackscnville, Inc. 6884 Phillips Parkway Drive, North ® Jacksonville, FL 32256 ih.e,A y.uralsvtc. 92i Telephone: (904) 268 -1627 Fax #: (904) 268 -7204 FAX COVER SHEET DATE: TO: �„�, , FRO • dp,f,7,,, /.4 NUMBER OF PAGES (INCLUDING THIS PAGE) IF THERE ARE ANY PROBLEMS WITH THIS FAX PLEASE CALL / � _ J 1 a distributor of Overhead Door Corpc ration products T -d b02L892b06 xer,}o .goon peayJan0 F t - ( ..`',../ J m 1 v_ CITY OF ATLANTIC BEACH i - ''t 800 SEMINOLE ROAD • � ATLANTIC BEACH, FL 32233 � , ,, INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031016 Property Address 1600 SELVA MARINA DR Date 8/25/05 Tenant nbr, name INSTALL GARAGE DOOR Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 620 Owner Contractor C /CLUB, SELVA MARINA OVERHEAD DOOR CO. OF JAX 1600 SELVA MARINA DR. 6884 PHILIPS PARKWAY DR. N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268 -1627 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 85.00 Plan Check Fee Issue Date . . . Valuation 00 • • • 620 Fee summary Charged Paid Credited Due Permit Fee Total 85.00 85.00 .00 Plan Check Total .00 .00 .00 .00 .00 Grand Total 85.00 85.00 .00 .00 r f PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA DING CODES. k 46. C *- f ealik BUILDING OFFICIAL `` rf ' � CITY OF ATLANTIC BEACH ( ,. f ` \, BUILDING / ZONING DEPARTMENT cc 1. .;" "�' ;?± 800 Seminole Road D. F oerr s Atlantic Beach, Florida 32233 S. oerr - �,� (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application #115:1:1-31_01/(0 Property Address: /(�9O / V ) marls . It-�+� 1��. Applicant: O Vf. ! � 2 C-C `P .) j 0-c Jay Project: 1Y)4-1Z ! ( C Lo J€ This permit application has been: II Approved 0 Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: p l.(�- ( i / -) l Date: Date Contractor Notified: 0 '"a'� r 4 15 CITY OF ATLANTIC BEACH P r'F POOL PERMIT APPLICATION Date: / / 4 7 /51. Job Address: 400 . EC 4444 - Afte. eft Owner of Property: e° L ` Telephone: 2/ 6 Pool Contractor: ?ejs 4 h n Contractor's Address: /54 — 4/11 m (x/7' go - ' 2 z 2S Telephone: 7 3 . 0 Fax: lvr6 State License Number: < P g-7 Valuation of proposed construction: 33; b/ Gallons: r/ b SITE PLAN front rear Signature of Owner: A/447-1 o///,7 Signature of Contractor: 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/14/03 Book 11582 Page 2166 5 MIN. RETURN PHONE #W3 -2OLp0 NOTICE OF COMMENCEMENT State of 4 ' County of 'r,v`i�/( Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, - and in accordance , with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: / et ZZ ' i,r, y r . General description of improvements: / °suer 1 c r y 5;,./ i ji Owner: - . Gt�'< t/ � , �.L � G'. jai: L. Address: /030 31242, 2, Wt6; ri L , Owner's interest in site of the improvement: f . 5/ Fee Simple Titleholder (if other than owner): Name: Address: Contractor: oo . , f , ., Address: "V,lr�l7i olla.' + r 3 Phone No: Fax No: Surety (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 maybe 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 OWNER .01�r 15597 Signed: Date: f Beore m is Page: 2166 I day of ;Tol (1 wog in the County Filed $ Recorded of Duval, f Florida, has personally appeared 01/15/2004 12:06:08 PM (- V Q t_a rsolt- JIM FULLER Notary Public at Large, State of �� C COUNTY COURT My commission expires: • �g val uL • m convnwann nn2min RECORDING t i .08 Personally Known: ' TRUST FUND $ . 000 « F .war +z. or Produced Identification: Q t 1,t L . 2 c l 6 372 - CITY OF ATLANTIC BEACH Cc. fitey, s BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road j Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5845 Fax PLAN REVIEW COMMENTS C Permit Application # 04 -- X 5 3 3 Property Address: I( 600 c i•C , t va v vo Applicant: POD 1 5 0\1 (1'h Y') E 14 Y\J Project: )L)Le�� ( ; c � - IVIJIIC \1 c,-90 ` This permit application has been: Approved E Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: Date: ( ' / ' Q Zif .,> CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD 5 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 N Application Number 04- 00027533 Date 1/16/04 Property Address 1600 SELVA MARINA DR Tenant nbr, name RESURFACE CLUB POOL Application description . . POOL Property Zoning TO BE UPDATED Application valuation . . . 38618 Owner Contractor C /CLUB, SELVA MARINA POOLS BY JOHN GARNER 1600 SELVA MARINA DR. 1540 -5 MONUMENT RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 743 -2060 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 225.00 Plan Check Fee 112.50 Issue Date . . . Valuation . . . . 38618 Fee summary Charged Paid Credited Due Permit Fee Total 225.00 225.00 .00 .00 Plan Check Total 112.50 112.50 .00 .00 Grand Total 337.50 337.50 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. } ( � i tea:.,,, \.. t BUILDING OFFICIAL .t-- , � . � \ CITY OF ATLANTIC BEACH 4 1 j 800 SEMINOLE ROAD !!--x ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029104 Date 10/05/04 Property Address 1600 SELVA MARINA DR Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor C /CLUB, SELVA MARINA STEEG PLUMBING 1600 SELVA MARINA DR. 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249 -5191 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 42.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 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 A PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C 6 1 11114 ek BUILDING OFFICIAL 0, 041, 4 � T O �g•P• �� 600 ss- - 44'4 P �` t t A .Pp 4y4I I APsz A�M88 /O �U�pU�� A- � �� I N S �� ,� ION • A jl-- a.? OOO sBL�4 RI �/ 6 ?p 4,14p � BT P4 s� ��? `` 549 `Pp NA 6' C 1�' 00#b PUB OA sUZ7 15 • 1 01 l�,PBPd IN�IP P80.418 PA • 6 01 1/23/a l � /p� ,p BSU l T dBS 4 047 8 : .00 s, `\ 16 �� ApJ$ 'P8s S / 16/0 . L As AT Ts 6 P Fp� s INO AO �INA 1 sAxs , 14 0 , BI �' ,, P `� 8 1 �I'y8 �� 3 OB 00 C 'p,� X09 00 MB NTQ .44 N pl4s • CITY OF ATLANTIC BEACH ,P iii, t d .1 PLUMBING PERMIT APPLICATION ((may • .i3+av Date: 7,4 7 y _ i .. / � g il no , Property Address: - - --E-�" - - -- - - -_- - Owner: 4 A 4/3f_ 614 e‘,/,___ Telephone #: Contractor: f/A 6 A C Telephone #: Contractor Address: /(til /1 ) AR Fax #: C.2Y1 - - - --- — 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 wruch are a part hereof and in accordance with the Cit. 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. 1 if other construction is being done on this building Jr site. ❑ New Plumbing Type: list the building permit number ❑ Re -Pipe Number of Fixtures: Bath Tubs __ Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains - -___._ Washing Machine _ Lavatory — Water Sewer Water Heaters ( Other IA/ t * e':' ./ 5e7610I- __________— Fees I I Permit Issuing Fee: $35.00 Total Fixtures: X $7.0O 535.00 = 800 Seminole Road90 that 58 Beach, Florida 2 3-5445 beach.fl.us Phone: (904) 217 -5800 • Fax: BRACE • 7, INSPECTION TICKET T ENANT SS NBR,' 16p p SELVA - � _ INSPECT OWNER CON TRACTOR ; � �R�OF COUNTRY CLUB R OR. LARRY J XIGGIN PARCEL C /CLUB, LER S 1/22/43 LATE APPL NUMB$ V A MARINA SUBDIV, B 9 R• 03 -0pp 253 PHONE PB �I ? po � 89 ROOF PRONE ' TYP /SQ REQUESTED R 1 p MI7 '_ 17 01 -. TED RESULT DESCRIPTION RESULT S/COMMENT S _....4.2-...3 1/22/03 b A E _ _ _ BP 11E ATXINN ' $ I'ODiR+R g ; � 8 8, sp 3�5 -- COMMENTS AND NOTES . - - • * 4••• 4,4' it 4 "'; • k ESPROt (Vi tol ' S t t 1, r 9 11f1(': Monday, February 10, 2003 Herb Fouraker N.C. Fouraker Inc. PO Box 24106 Jacksonville, FL 32241 Dear Herb: ES Products is confident the roof areas using our 1.8" Twin Loc-Nail fasteners will meet or exceed UL 190 wind uplift requirements, provided Fouraker Roofing installs the Twin Loc-Nail fasteners with at least 12 fasteners per 4x8 sheet of plywood. The fasteners should be installed using 4 rows of 3 fasteners spaced evenly throughout each board. If you have any questions regarding wind uplift requirements, please call me at my Atlantic Beach office at 904-246-5831. Best Regards, red Hall VP of Sales 48 Levy Road Adontic .1<h, 3: 7 • S J� •,0.03 ESPRODUCTS CAC.c. a 1-k 6 f o ue+ te 2/17/2003 (Cosrr ) wt Larry Haggins w"tfii) o - b•uc�-' City of Atlantic Beach (AL " 1 -qv VpC PT bt.(,/ 800 Seminole Road Atlantic Beach, FL 32233 (FOG) IZ.o i 11•tq �G wit,* (4, 47 Subject: Selva Marina Country Club +e'e9 16 i ff s. Dear Larry, ES Products is confident the roof areas will meet or exceed UL 1 -90 uplift requirements, using our 1.8" Twin Loc -Nail fastener, provided Fouraker Roofing installs the Twin Loc -Nail fasteners with at least 12 fasteners per 4x8 sheet of plywood. The fasteners should be installed using 4 rows of 3 fasteners spaced evenly throughout each board. If you have any questions regarding wind uplift requirements, please call me at my Atlantic Beach office at 904 - 246 -5831. This letter does not certify the structural integrity of the roof deck. Best Regards, Fred Hall � VP of Sales �o.,>r', °.4,% OFFICIAL SEAL =N i �^ Jennifer A. Motes • r' C.C. #977306 �'4 o Fle My Commission Expires Oct. 24, AL � �huurN , r c) v -moo -o3 ES PRODUCTS, INC. 148 Levy Road • Atlantic Beach, FL 32233 • Phone 904-246 -5831 • Fax 904- 246 -1141 - - marrz4P 1141 03113/03 02: 28pm P. 002 • i r 4 2/21/2003 Larry Haggins City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Subject: Selva Marina Country Club t (p 00 c4.k414- Dear Larry, Upon further review of the Selva project, ES Products has increased the fasteners required for the project. Due to lower fastener field performance, we have asked Fouraker Roofing to double the pattern originally submitted. Fouraker has agreed to the new requirements for the entire job. Install 1.8" Twin Loc -Nail fasteners at 12 fasteners per 1/2 sheet of plywood directly to the Gypsum roof deck. Fasteners do not require load - bearing plate for this project. Pre- • drill no larger than 3/8" holes through the plywood. Fasteners must be placed in 8 evenly placed rows of 3 fasteners per row. If there are any questions please feel free to call. ,,y4„ Fred I ' Hall ES Products, Inc. • E$ PRODUCTS, fiNIC, a45 Levy Road ^ .A•EFantk 1 FFL 32233 ^ Phone '994- 246 -:S$33 !Fox 9 04 -246-1141 ^ www.esproducts.corn i.30() ' �#" i J� rte- r r �m : /� ` � E {yve, " NVF y _ �V Ai 1;7 I n .7f A I 3 i 3 /\ ? 3 _ 3 _._..l City of Atlantic Beach • 800 Seminole Road • Atlantic Bea onda 32233 -5445 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION /G 00 At.-(t-7.0 4_ Da, , 4 -. . i r 4Z- OWNER OF PROPERTY S .7=-A ✓A- �4-rt -r�.4 Cov.-,y„-A.,,�, O N E # g � y 2 S+L 4 X27 CONTRACTOR /1 C. f o v .2, - A- , JN c . CONTRACTOR ADDRESS O.O. Zy /O(o Ao,„,,J...) , 4 -- t...e ZIP 3 L 2y /rdi/oz CONTRACTORS LICENSE NO. C CC. 0 s PHONE # gi 3 3 3 SCOPE OF WORK 2 z -,4 ' .- 5' S'- o =- . 'Af 1 t o..t s..o DECK SLOPE GREATER THAN 2 : 12 ?S LESS THAN 2 : 12 ACTUAL VALUATION OF WORK $ /DO, 000 PRODUCT NAME & MATERIAL r' yn' P4-.: r "Q 01 ' P` as TO BE USED � Z „B -�- �'r•��w``` S to A. D ASTM DESIGNATIONS) 0 3 46 2 j YG e � REQUIRED INSPECTIONS eA�P Z 7 7 f, D I e/6 f J SHEATHING FINAL LIBILITY INSURANCE POLICY SUPPLIED YES NO WORKERS COMP. POLICY SUPPLIED YES NO CONTRACTOR LICENSE SUPPLIED YES NO OCCUPATIONAL LICENSE SUPPLIED YES NO SIGNATURE OF OWNER f SIGNATURE OF CONTRACTOR /i!.�it '"/ ,-i.l. SWORN TO & SUBSCRIBED BEFORE ME THIS /ti DAY OF 0 / = _ 200 3 ,; ariik,. JENNIFER SCHLU MY COMMISSION # DD 121301 I ( " �' JR. AS T F _j • EXPIRES: May 27, 2006 NOTARY PUBLIC .�` , , ' . Bonded Thru Notary Public U�M Public State of Florida My comm. expires Sept. 16, 2005 AS TO CONTRACTOR _ Comm. No. DD 057 "4 6 B , n NOTARY PUBLIC 'YV -A4 C =�,J ./‘i\ FRSA -SIF 'Above the Rest' FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION, INC. S SELF INSURERS FUND P.O. BOX 4907 WINTER PARK, FL 327930 (407) 671 -FRSA 1- 800 - 767-3772 • FAX (407) 671 - 2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: McGarvey Doerer Custom Homes H.C. Fouraker, Inc. 200 Box Hall Court Jacksonville FL 32259 P.O. Box 24106 Jacksonville FL 32241 -4106 ATTN:Tina Date: 01/14/2003 This is to certify that H.C. Fouraker, Inc. P.O. Box 24106 Jacksonville FL 32241 -4106 being subject to the provisions of the Florida Workers' Compensation Act, has secured the payment of compensation by Insuring their risk with the FLORIDA ROOFING, SHEET METAL & AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND. COVERAGE NUMBER: : 870- 033129 LIMITS Workers' Compensation Statutory - State of Florida EFFECTIVE DATE: 01/01/2003 Employers' Liability $100,000 - Each Accident EXPIRATION DATE: 01/01/20013 $100,000 - Disease, Each Employee $500,000 - Disease, Policy Limit REMARKS: Non - cancelable without 30 days prior written notice. This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies) shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domicile employees only. By: keiLe $ itianon. Brett Steigel, Administrator Debbie Kemmerer - SIF Accounts Representative FRSA-SIF FRSA -SiF / J3 t l I P . CITY OF ATLANTIC BEACH r AL le , 800 SEMINOLE ROAD J ; e ATLANTIC BEACH, FLORIDA 32233 -5445 . '+ m Os TELEPHONE (904) 247 -5800 ,';: t' S- FAX: (904) 247 -5805 SUNCOM: 852 -5800 I 7, 177:0401 , j ^ , � ' http: / /ci.atlantic- beach.fl.us nu PLAN REVIEW COMME,INTS Permit Application # 03— a 3 1 1 Applicant: f C -emu Y C k K- 1,,y _-s-r) C-- - Address: 1 j 0 0 c IV C 1 r fl c & '7nck D r - . Project: Y ?L KO C ik...40 kc\ ' Your application is approved ur permit application has be eviewed and the following items need a ' on: \......T ` ?L E - c C, Spec . ‘,Nap= S Go k-k F t • t 1u 5 ` k F ;. .. ; .- 4 , -- : , . ,. / I - � a NuA. 5 M 0._._ ` ii.; / c doe 4 :. ., — L : 4. .7 l ■ •a Please re- submit your application when these items have been completed. Reviewed by (--‘ jr____, (i, ----1 . 1 �o % Q Signed Date l Contractor Notified Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address \ co €1.419- Mr - 2(,uc Date I • I • 03 Q1/4"/ Heated Square Footage $ • - $ per sq ft ..- q $ Garage /Shed per .sq ft = $ Carport /Porch @ $ per sq ft.= $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total VaL ation 1st $ 10c4 94e) $ '�QJ Remaining Value $6.W per thousand or portion thereof TOTAL BUILDING FEE $ .530. + 1/2 Filing Fee $ ,7 4.6. ( ) Fireplaces @.$15.00 $. BUILDING PERMIT FEE $ 416. WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT. $ SEWER TAP $ ( ) RADON (HRS) .0050: $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND .TOTAL DUE $ ;Tr Co . ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: ri ,6 -011,-, ' , CITY OF ATLANTIC BEACH r Ak j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ' Application Number 03- 00025389 Property Address 1600 SELVA MARINA DR Date 1/21/03 Tenant nbr, name REROOF COUNTRY CLUB Application description . . ROOF Property Zoning Application valuation . TO BE UPDATED • . 100000 Owner Contractor C /CLUB, SELVA MARINA 1600 SELVA MARINA DR. H C FOURAKER INC 8957 ADAMS WALK DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 Permit ROOF PERMIT Additional desc . REROOF Permit Fee . . . 795.00 Plan Check Fee . Issue Date _ .00 Valuation . . . . 100000 Fee summary Charged Paid Credited Due Permit Fee Total 795.00 795.00 Plan Check Total .00 . .00 .00 . .00 Grand Total 795.00 795.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHI PART OFF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C. 0, (Z.ji BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23884 Address: 1600 SELVA MARINA DRIVE Permit .Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/17/2002 Name: SELVA MARINA COUNTRY CLUB Total Fees: . 25.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4 Phone: (904)246 -4827 Work Desc: CHANGING OUT 200AMPS 1PH 3 4. -.' V 2 "RW FOR TENNIS COURTS CONTRACTOR(S) . APPLICATION FEES JACKS ELECTRIC i 25.00 � - ` r s 'w adz t ,r . k � s , ue" $ ' „ t ,r ti �,�+� 4nc 1 may `# �`,,, k.,.., - _,. y. w :. $ - s,.„' - W K ' S - " 1 y � -, . Y ,..'",-;.---.1'; a K* t h 4 L P L NOTICE IN ` ka J. <4. .. �; s x ,.' 1 N- =PECTION Yx� ,-.":,1,-,--4,.:-.4:-...f-,..;,,,,.: � - r s c ,z- Sti �- sry 3 ' , mac ; _ BUILDING MATERIAL z , .,� k L � - u MUST BE CLEARED U - .1 7 �`_ t p IC PACE AND ' :•— mac""^.^ .... . - .. - FAILURE TO COMPL 1 � � S x �" -, - _ PROPERTY OWNER PA - ` `''W* - �7 i, `� ` e • ISSUED ACCORDING TO APPRO h` Y ' < g jr1D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO • Oper-: DERYLE Type: OC Drawer: 1 __ , Date: 4/19/82 81 Receipt no: 51889• ATLANTIC BEACH BU! DI 14 PERMITS - BUILDING 1 NG DEPT. 1608 SELVA MARINA 125.88 - — -- — . __ CK CHECKS 885 525.88 Trans date: 4/19/82 Time: 15:43:25 CITY OF ATLANTIC BEACH, FLORIDA 1ppm:n..d by i APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:4 f T9 IMPORTANT NOTICE: l �� 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. e„ _..... _al N ,....f/e91.111Niz, _.., EL CTRICAL FIRM: MASTER EL GT / RICt4 SIGNATURE � �,,� .}OURNEYMAN NAME 1 .' ( YT e 0RESS: // � TU C(Ii J 4W f q I RFD Y/ BOx r.: BLDG. SIZE BETWEEN: RES. ( ) A - r. ( ) comm. (ti. ( ) INDUS. ( ) NEW ( ) OLD ( 1 REW. ( ) • ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO.. FT. SERVICE: N il ) INCA EASE ( ) /RE��PA'�IR ( ) �� FEE CONDUCTOR SIZE AMPSZX./COPPER (14 ".'.---- V) ALUM. ( I SWITCH OR BREAKER CA) AMPS J PHEW OLT �// 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 -0 AM/!. 131•100 AMP P.S. S WITCHES INCANDESCENT FLUORESCENT & M. V. t P IXED o.loo AMP7. 1 ov LA APPI.IANCE9 I BELL TRANSF. 1 AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW -HEAT 0-1 OVER r MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS • MISCELLANEOUS 4 .„... , r .4011V_ a .fi .,A, 61 r ' . .. AL TRANSFORMERS: UNDER 600 V. _ OVER 600 V. NO. I .KVA • NO. KVA NO. NEON TRANS?. NO. i VA. MA. MOTOR SIZE SWITCH FLASHERr EACH SIGN FORWARDED • 5 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCAT ION : / f � ' ,7,/', - OWNER OF PROPERTY: 5:F4)%29 g !^> . e'L ELEPHONE NO. PLUMBING CONTRACTOR LARRY TEAGUE PLUMBING CONTRACTOR'S ADDRESS : g1 5�-��- Xbw U �°�► L STATE LICENSE NUMBER: F i TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE Amp( SIGNATURE OF OWNE r� allig lor SIGNATURE OF CONTRACTOR • INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel 247-5826 - Fax: 247-5877 - PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION _ - Permit Number: 19724 Address: 1600 SELVA MARINA DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: - L Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/14/2000 Name: SELVA MARINA COUNTRY CLUB Total Fees: 25.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/14/2000 Phone: (904)246-4827 Work Desc: REPIPE 1 CONTRACTORIS) APPLICATION FEES LARRY TEAGUE AND SONS PERMIT 25.00 -- inspections Required FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC S R A E ND TO MU C S O T NI B P E L C Y L W EA IT R H ED TH UP E A J OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , i ___L — g 4---t-k, A NTIC BEAC BUILD! T. $25.00 14 Date: 3/14/00 01 Receipt: 0041390 1,11Ellb 8277100327 001000032210GO CITY OF ALP. Office of Building Official ' ;j-30 R N Date 4 Permit No / Time A.M. Received p Job /.dress Irrlityl,G iGt '73"4 —svii7v Owner's Name _ _ " _ L'. iilliA_ ' f. Contrac Ilit4 / BUILDING CONCRETE ELECTRICAL PL I G 1 MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION' Mon. Tues. Wed. Thurs. Friday P.M. __/) A.M. Inspection Made PM Inspector Final Inspections Csrmtcate,of 9�apanS ❑ 6 , 3' ,e,. 2 ( (---2 lar /V liate i ne roiiowmg aaalttons or corrections shall be made before the job will be accepted 4' Z/z L lo . OA /i%42_ * ,.1 ter.. 7 ,,,,; 4 . -;.7.2.- 124 ..S Z 1) / 1) / b '° ia-v- 5 / / a ' /6 ✓9Z 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been 0 made, call 247 -5826, Building Depart- pLUMeiNCJ ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. 8L0G CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL 247 -5826 - FAX: 247 -5877 PERMIT-INFORMATION , ,� . _ , _ LOCATION $INFORMATION , . ,;_ , Permit Number: 18830 Address: 1600 SELVA MARINA DRIVE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: 1 Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA I I Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION. i Date Issued: 9/13/1999 Name: SELVA MARINA COUNTRY CLUB j Total Fees: 163.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 163.00 ATLANTIC BEACH, FLORIDA 32233 I Date Paid: 9/13/1999 Phone: (904)246 -4827 _ Work Desc: RELOCATE CONTRACTOR(S) UNITS TO ROOFTOP _ _ CONTRACR(S) _ a _T- APPLICATION FEES FLORIDA COMFORT, INC. PERMIT 163.00 I i 1 1 1 I Inspections: Required FIN i t NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Ilk $163.80 14 — ` Date: 9/13/99 01 Receipt: 00663E0 A ' — • C BEACH BUILDING DEPT. CHECKS 21583 08108883221880 '"' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ' PLUMBING PERMIT _ _ _ P tMIT NFO MATION __ _ __ __- LCSC1�TiQ1� ' -- `y Permit Number: 19553 Address: 1600 SELVA MARINA DRIVE _ _ _ Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: ' tmprov. Cost: — __. -- ' Date Issued: 2/04 /2000 - � _ FORMA, � ; ' - _ - . =- Name: SELVA MARINA COUNTRY CLUB Total Fees: 50.00 I Address: 1600 SELVA MARINA DRIVE Amount Paid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/04/2000 I Phone: (904)246 -4827 Work Desc: REPLACE WATER HEATER - PERMIT FEE DOUBLED/WORK PERFORMED PRIOR TO P __ ..._w _CONT C _ -, r LARRY TEAGUE AND SONS s " -A1 . 50.00 �� P FINAL _ tspections Required } I � NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � I t."--_. D $50.99 14 ATLANTIC BEACH UILDING PT. ate: 2/04/20 01 Receipt: 003137 CHECKS 233 091009932P1OOR CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 1 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247-5877 1 PERMIT INFORMATION "LOCATION INFORMATION Permit Number: 18304 Address: 1600 SELVA MARINA DRIVE Permit Type: SWIMMING POOL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: 18,400.00 OWNER INFORMATION i Date Issued: 6/01/1999 Name: SELVA MARINA COUNTRY CLUB Total Fees: 30.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 30.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/01/1999 Phone: (904)246 -4827 Work Desc: SWIMMING POOL CONTRACTOR(S) ' APPLICATION FEES SWIMMING POOL SPECIALISTS, INC. SWIMMING POOL FEE 30.00 STEEL FINA Inspections Required COVER UP NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE .FtACEENISRUBLIC SPACINOMET- MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNEf "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. S k4\ I $38.88 14 � ' Date 6/81/99 81 Receipt: 8868891 A . I BEACH BUIL ING DEPT. CHECKS 6310 88883221888 8 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT ��. PERM!? INFt3RM/kTIOk! ; . Permit Number: 18$83 Address: Permit Type: ELECTRICAL dress: 1600 SELVA MARINA DRIVE Class Permit Work: REPAIR ATLANTIC BEACH, FLORIDA 32233 T ownship: 0 Range: 0 Book: Proposed Use: Lots): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: lmprov. Cost: OWNER INFORMATION I Date Issued: 9/28/1999 Name: SELVA MARINA COUNTRY CLUB Total Fees: 25.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 9/28/1999 Phone: (904)246 -4827 Work Desc: REPLACE A/C DISCONNECT;RECONNECT NEW A/C UNITS ON ROOF CONT OR v.. k: * rf P A A N PEES DYNAMIC ELECTRIC COMPANY PERMIT 25.00 spectionsryRequired FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4111 • $25.80 14 NTIC BEAC BUILDING DE Date: 9/29/99 01 Receipt: 00910 0 n,7 CHECKS 00100003221000 09: 34A 904 P.01 ' 5 0 ,( 1 rolliem •L A IS•? LAW, Itt t1111 Book 9306 Pg 653 Notice of Conintencentent • NI burl-10AM 11/0 1 u I um may concern: The undersigned hereby informs all concerned that improvements will be made to certain reel 0, property, and in accordance with section 713. t3 of the Florida Statutes, the following information Kl'• is stated in this NOTICE OF COMMENCEMENT. D • ti re ............. ............ .ATtA Kit 3? Ac !scup on o p p y.... cg rtalADA 2-.2 33 X Z in 2 k;; . ; CL General description of improvements.. ...... ..CON.S7.1001 ... OF t\aw. u..14 Pow., ... ...... ....... ................ . • . owner s mAR.;N.A. orrLy CA- 0.5 Address • (o1101) SEA. V A MA.Li N. A IA, V 67, FL. 3223 Owner's interest in silt of the Improvement Fe.c. ..sit-APLE" fee Simple Title hoicier of other than owner) Name ... Address (12-f,s Contreoor SK) M 43 Cr POOL SP E Ci 4 LiCts" M Address 4 ) 41 49 e LA ve ILD F 32_2 G 7 Surety fif soy) .. 0)A Addreu Amount of bond ................. Name of person within the Slate • of Florida designated by owner upon whom notion or other documents may be served' Name JOE-ils) .... 3 E.ILTE 6-e-Nttai E Address .. ....... Ai .1).(2-. J1E44.14 F.L. 2.. L 33 In addition to himself, owner desIgnalet the following person to receive a copy of the Lienor's Notice as provided In Section 713.13 (1) (F). Florida Statutes. (Fill in at Owner's option, Name . NJ Ulm OPACS Fen RECONOliire ICI WILY / fedgt Bk: 9306 Pg: 653 11 Doc* 99133970 Owner Filed & Recorded )2(44441e4- 05/26/99 018451135 P.M. 0 - Cgt , HENRY W. COOK CLERK CIRCUIT COURT Sworn to and subscribed before me this "4 DUVAL COUNTY, FL REC. • 10.50 ... 1 1 . ... ... Note Alle NOTARY rirxirc coMMIssro No Cti Y OMMISSION Exr. U 17999 - _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOGATIOn iNNORMATION Permit Number: 18472 Address: 1600 SELVA MARINA DRIVE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/08/1999 Name: SELVA MARINA COUNTRY CLUB Total Fees: 25.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/08/1999 Phone: (904)246 -4827 Work Desc: WIRE FOR KIDDY POOL CIRCUIT CONTRACTOR(S) APPL. CATJON FEES ALL SERVICE ELECTRIC CO PERMIT 25.00 • Inspections Required FINAL ELECTRIC • NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS 'PRIOR TO INSPECTION BUILDING MATERIAL' RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TH1S PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. v"� c -70r7 d - ' fz5. 88 14 ATLANTIC BEACH B D DEFY. D ate: 7/98/99 91 Receipt: 8878847 CHECKS 1261b _.u6a93221899 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -587 � PLUMBING PERMIT V \ \ PERMIT INFORMATION Permit Number: : 18461 LOCATION INFORMATION Permit Type: PLUMBING Address: 1600 SELVA MARINA DRIVE Class ATLANTIC BEACH, FLORIDA 32233 lass of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/07/1999 — - Total Fees: 25 00 Name: SELVA MARINA COUNTRY CLUB Address: 1600 SE..VA MARINA DRIVE Amount Paid: 25.00 ATLANTI BEACH, FLORIDA 32233 Date Paid: 7/07/1999 Phone: (904)246 -4827 Work Desc: WIRE FOR SHOWER AT WADING CONTRACTOR(S) _ _ SWEAT'S PLUMBING �APPLICATJON FEES PERMIT 25.00 FINAL Ins • ections Required NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. q11=4 r.Gm_e _ 825.88 14 Dite: 7/87/99 81 Receipt: B869581 A NTIC BEACH BUI ��ki rte. 2 EPT. n 88188883221888 Oct -16 -98 08:28A P.01 a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: v OWNER OF PROPERTY: S U2 ( a, ∎i a. C ,x� -�� C !�w PLUMBING CONTRACTOR: kCy \1; c U 1. 0 f '`�, C r CONTRACTOR' S ADDRESS : X' LU . () I X , P 32c E STATE LICENSE NUMBER: CF C44 TELEPHONE: 55C -et ) l I HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER t c, I v "'c ( ) - &-- TOTAL FIXTURES: X 3.50 + $15.00 dam/ c(/ 0 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: y /4,11/7 C i-=C. j q 13 1 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834. ---- ---------------- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT PERMIT INFORMATION ._� LOCATION INFORMATION _ Permit Number: 17930 Address: 1600 SELVA MARINA DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: Improv. Cost: j _ OWNER INFORMATION Date Issued: 3/19/1999 Name: SELVA MARINA COUNTRY CLUB Total Fees: 25.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/19/1999 Phone: (904)246 -4827 Work Desc: 10 FIXTURE REPIPE CONTRACTOR(S) APPLICATION FEES ROTO- ROOTER SERVICES COMPANY PERMIT 25.00 Inspections Required [FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH S 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" ENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BU LDING DE . CITY OF ATLANTIC BEACH .APPLICATION FOR PLUMBING PERMIT JOB LOCAT ION : lc c o 3 vt n OWNER OF PROPERTY: -11kOLA ` TELEPHONE NO. PLUMBING CONTRACTOR 6tk),QATS CONTRACTOR'S ADDRESS : got A E, ( Ca_ R0 , M ( �L 3221 STATE LICENSE NUMBER: C 0a76� TELEPHONE: G593.58/0 bfq• HOW MANY OF THE FOLLOWING FIXTURES INSTALLED' -9//1 SINKS I SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: l x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 PAID SIGNATURE OF OWNER: - 1999 � , SIGNATURE OF CONTRACTOR: _ m j frO ri ,f tit tit at Add` Bch INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834 CITY OF ATLANTIC BEACH, FLORIDA Approv.d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: ° 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. t'e ":04002A.0 ZetA Osj AAA-t-o— ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE URNEYMAH NAME // 1_ ��fy`ivI /6A c5e//4' �,, }' %�� RFD BOX BLDG. SIZE BETWEEN: ,/ RES. ( 1 APT. ( ) COMM. (//1 / PUBLIC ( ) INDUS. ( ) NEW ( ) OLD (vj REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR (r FEE CONDUCTOR SIZE AMPS _ COPPER ( ) 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 N.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS i ' ,l /L� � �i�� r . i `ii - erzif Re:ey TRANSFORMERS: UNDER 600 V. I OVER 600 V. NO. KVA ' NO. KVA — NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN • FORWARDED TOTAL FEES • • P.01 CITY OF ATLANTIC BEACH, FLORIDA . ,---_______ APPLICATION FOR ELICTRICAL PERMIT iv. ti 4 , TO YlIE cstrcr ELECTIIICAL INSI,ECT011; DATE:_. — _19 , , 4 , • IMeORTANT NOTICE: ,-. • • IN CONSIDERATION or PER11.1IT GIVEN ron DOING THE WORK AS DESCRIBED IN TH E FOLLOWING, WE IlEI1I:IIT AC.IIEE TO PEI(FORM SAID W0121( IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. V/IIICII Alt7. A l'ART iii:nEor, AND IN ACCOltDANCE WITH TIIE ELCCTItICAL REGULATIONS. CODES AND CITY OF . ATLANTIC :1EACII ORDINANCES. , 411/ .*. - r/cdif: (..a • -----Q-- ° C87 , Et.F.f.'rrtlei PIRLI: tanri....IgiAtisigtimunf,_*,..............._______4rampiattAN 4 Civil, • nAmE ,41.4/09 #7/3 / e.. .g.onnrss : _; A -Geo 5 el, nFD....—noX_._....._ • DIDG. CIZc' RETINEEN: • IIES. ( ) APT. ( 1 coram. tV C INDUS. • f Ann:TMN ', ) TRAILER ( ) TEMP. ( ) SIGNS ( ) —______SO. Ft. • • FEE . CERV,CC: fiEtV I ) II.:CilFASE ( I REPAIR ( ) • ' ' cououcrc.n §:qv) AMPS COPPE/1 A UM LA 0.(VCI I otz_rtnEAurp A.r.,1!!.. r_(.I _ypt.....t.' nACEWAY.. ____________ • E)c)!n::):r.y.Ipz_r:_______40_ Ikic.31..s _i_t_ e) ., VO T ' -• ACEWAY reenrns NO. CITE J.NO. SIZE NO. SIZE • LIC(Irria4n OtITLETS CONCEALED OPEN TOTAL • nrcrprAc..rs coNc:E.51...rn OPEN TOTAL -3-7.100 AMPS, """" -.---•—•---.- IOW! rcitri: INCANpret:ENT _ _. _ .., /---- ' PLUOtlt.:11 th LI. V. __ - / ----- pIxen _._ It.••(.._ __ h____ _______ AIII 11.1*. RATING H.P. RATING -- .--- -- -------______ •,..(:)) a c(inEsITIOIVING COMP. moron OTISEIt MOTORS AMPS CEIL IIEAT: KW.HEAT • --r-- —0:1—' OYES MOTORS fly. VOLTAGE PUS NO. I I.P. VOLTAGE PSIS Plill Anannuratrimmommrnmannimimmar, ---------- P' P' 4e17.7i1.711111/reTiclr:euriir&orM115110.74,-Zr414111111wv, ..................... -... • - rnANsro: ,Arns: ttwort) ot V. I ____9■.LErg____I . _. NO. - 1 KVA NO. KVA No. NEoN TRANSF. NO. VA. laiii MOTOR SIZE SWITCH FLASHER EACH I • • FORWARDED . • 1 TOTAL FEES c73'-• , • ,,,..,. • , . ,., '''i•ti:Mo. , .`•• , ,} '.., ., ' ".•;' 4 :• =AV - . , ' ''f '' ''' :' S,•(; ::- • •••• I ''';''' 4 ''', , '''''' ' !,^' ',-' 4 , :; ...4 ' '' . . } . i RECFIVED CITY OF ATLANTIC BEACH MAY 2 8 1999 APPLICATION FOR POOL PERMIT City of Atlantic Beach 1(000 Building and Zoning Joke Address ELVA MAR.►1vA D ; v6 ATLAJ -1c FEAed PL. Lc n Block # Subdivision 3 O•..ner 5e_LVQ NAP,CtiA eoutJ -'r CLVCi ' Address `(p 00 cELVA MA'R_.i ►JA DR -3VE, ATtArJ1iC REAef- F1 ) 3 22 33 Contractor � 5 i pj1h)G POOL SPC"C44LiS1'S NC_ . Ac.dress qt4q' CRAVEN) (z.p. ) < IACK t 0 VILL6 73i -odgq License Number C PC. ( 3 t 2- t 6 Valuation $ 1 0 OD Gallons N. o'fg ii SITE PLAN front 0 E 1 9 tn co a co rear Signa ture Owner t }V `' J arAd 4.4 5- 421 - Date Signature Cont ctor 1 Date / /2- /q9 e 1 CITY OF ATLANTIC BEACII APPLICATION FOR POOL PERMIT Job Address /47C70 Se. Ufro ✓Vl lgjZ,`/v y4 L, r Lot # Block # Subdivision Owner S e. t U 4.a L/Y\. C 1 u Address / Cam) 5 ( Contractor dx S 4_, Q ( CGQ L S -- Crc� Address J/ 3T UN t 1 S f �v�N/ Ngp ) ew ,. S� ` 3zz License Number d� (pta�C1 / Valuation $ a Q t� 0 cz) otqk or coo Gallons SITE PLAN • front • w (D a (D rear • Signature Owner fv /� / ��,��; ,4., / ti`°`"' Date Signature Contractor , ,��_ Date i SFi -3844 — — f 16284 ., DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 'PERMIT INPOTillikT /CR Fer sa.t Number : 1.5284 LOrATIC1V SM 4RMATI erm , t Type ; POOL !ft�A CITE Add y 1;6°° SELVA MARINA DRIVE NV'E _ ` .. f Class of Nark : POOL ATLANTIC C BEACH , PLOR /1")A C s Tpe:MASONR /BRICK - -_�- LEGAL DESCRIPTION 32233 Pr Pot ,,,, e . uYse: - y: :_ Lot: __., Dateal : l Sect 1on: 0 Subd:CI �'` g 0 — t Venue: Subdivision: SELVA `MARINA Rnx Imp rov'. Cast : Q < Total Fees: 0.00 .Amount Pe . 25.0 * %' 2 �+fl Date c # `6/ 1998 14c,rk De4 L1L 1 �>�� {� � d re .k 1 wtL tv T�f +..R...r �y T y � ri r� FEES o T 3 ''' .k _' w ' t Aq �f t � ,FORMATION . ,_ : f Ram, 1 CORk + "AL IUSS INC x , 11315 . S' 4 . p 1$ ., I D/iS.1t' Y. #1 ' ' JACKSON‘ t,',8: , "P OR I DA 32246 Li o: „RP00669 ��,,: E P: / i T y d P § c � � 5 � �. , c r' ms l ac ; °sr`m5 t.,, „, r ,,.,, 1 i I t 9 NOTICE — INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO Q INSRE'CTIt�N I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN P CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER t AND MUSTBE "FAILURE TO COMPLY WITH THE MECHANICS' LIEN THE PROPERTY OWNER PAYING TWICE FOR BUILDING CA RES IN L�IN+�i lII�ROVEM _�' T ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO VIOLATION OF APPLICABLE PROVISIONS OF LAW. O REVOCATION FOR I e5 1414 ATLANTI BEACH BUILDING ® EPAR MENT (� �118 321111 II E7 $Y &IL. ,,A. I {i APPROV E BEA E CH D Fll DING OFFIc CITY OF ATLANTI P13' c' 09 1997 24 _ _ „ • 2 - — 1;) _ ,2 H 0 _ 1-- o b 2 1=2 0 2 Pt 0 2 R. 0 2 0 2 R O2 R 0 1 Ai MI iv 4 orr C F.- ' JR*4 "X, Fri iNc. RECEIVED Jacksonvile, 32 DEC 1 1997 City lding of Atlantic Beach altiffi41--4k 2.5- Bui and Zoning 7 y o - Truss 1 russ� YP e Qty i - Pry I PELLICIER R01 DROP TC GABLE 12 1 ,`GRANGER TRUSS, ,JACKSOlgVILLE; FL4 20 Aug 29 T971T7e In ustnes, - t. N07 10:00 :09 1997 Page 1 I r- 12-5-0 24-10-0 --1 4x4 4.00 1 12 2x411 G 2x411 2x4 11 F _ H 2x411 2x4 I E - I 2x41 uol DT2 T3 ST4 3 T2J ,- 3x4; 1, B 2 T2 3x4; 41 4x6 = C 1 1 1 ■ ! S K 4x6 - at =E� ` .. �c> B E -E A M` 2x411 2x41 2x4 1 2x4 3x4- 2x411 2x4 2x4 1 24-10-0 24-1 0 -0 -i 1 -0-0 24-10 -0 1 -0-0 - 1 ate Offsets (X,Y): [B:0- 0- 4,0 -2 -0]; f L 0 -D-4 0 2-01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a - n/a 1 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.03 A -B >411 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) Min Length / LL defl = 999 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 10 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0 -5 -0 on OTHERS 2 X 4 SYP No.3 center bracing. REACTIONS (lb /size) B= 175/24 -10 -0, L= 175/24 -10 -0, Q =- 12/24 -10 -0, R= 320/24 -10 -0, S= 200/24 -10 -0, T =- 25/24 -10 -0, U= 463/24 -10 -0, P= 212/24 -10 -0, 0 =- 26/24 -10 -0, N= 464/24 -10 -0 Max Horz B= 326(Ioad case 4), L=- 326(load case 4) Max UpliftB=- 124(load case 3), L=- 124(Ioad case 2), Q=- 13(load case 6), R=- 130(load case 4), S=- 98(Ioad case 3), T=- 29(load case 5), U=- 213(load case 3), P=- 101(load case 2), 0=- 31(load case 6), N=- 213(load case 2) Max Gray B= 202(load case 5), L= 202(load case 6), Q= 3(load case 2), R= 320(Ioad case 1), S= 202(load case 5), U= 472(load case 5), P= 215(load case 6), N= 472(load case 6) FORCES (Ib) V ' Ti-NC. TOP CHORD A -B =17, B -C =310, C -D =372, D -E =307, E -F =342, F -G =331, G -H =331, 0 1' a ' H -I =342, I -J =307, J -K =372, K -L =310, L -M =17 11,, r L 1 BOT CHORD B -U =0, T -U =0, S -T =0, R -S =0, Q -R = -0, P -Q =0, 0 -P =0, N -0 =0, L -N =0 ,,<, U y , - WEBS G -R= -286, F -S= -142, E -T =1, D -U= -314, H -P= -142, 1 -0 =1, J -N= -314 " ' NOTES 1) This truss has been checked for unbalanced loading conditions. „owl F34 ii 2) All plates are M20 plates unless otherwise indicated. N .��' � ' 3) Gable requires continuous bottom chord bearing. ` ' 9 . ., , 4) Gable studs spaced at 2 -0 -0 on center. : , • • ' ' 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" • 6) Provide mechanical connection (by others) of truss to bearing plate capable of : No 17455 : withstanding 124 Ib uplift at joint B, 124 Ib uplift at joint L, 13 Ib uplift at joint Q, 130 Ib • STATE OF : q�. uplift at joint R, 98 Ib uplift at joint S, 29 Ib uplift at joint T, 213 Ib uplift at joint U, 101 Ib �C a` uplift at joint P, 31 Ib uplift at joint 0 and 213 Ib uplift at joint N. ,� • �•.• 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. "; TFR 0 E Ea ii i Continued on page 2 � lt�� " " " `� �, Y o ��ss • I Truss '� e - - Qty -- — - 1, YP - P> - -; PELLICIER R01 DROP TC GABLE 2 1 GRANGER TRUSS, JACRSONVILLE, FC432221 AT.ig 29 199TVIiTekTncfustries, Inc. Fri Nov 07 10:00:10 1997 , ' LOAD CASE(S) Standard 1 01i ii �� ir is � ee ARK �'N No 17455 : , STATE OF : a P iii • moo- o ;Truss , Truss Type 1Qty Ply PELLICIER R02 FINK 14 1 GRANGER TRUSS, JACKSONVILLE, FL41220 Aug 29 199TH T k Industries, dustries, Inc. Fri Nov 07 10:0021 T997 Page 1 I ' 12 -5-0 24 -10-0 - --- - - - - -- 12 -5-0 12 -5-0 7 4x6= 4.001T£ G - 2x4 T 2x4 // o C �/ W 1 E . v ∎ 2 3x5 = / 3x5= a B 0-7) a> B� o J 1 H 3x4 3x4- 3x4 24 -10-0 r - -- 24-10-0 1 -0-0 24 -10-0 1 -0-0 H j LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.14 J >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 1 BC 0.60 Vert(TL) -0.27 F -H >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 ! Horz(TL) 0.06 F n/a BCDL 10.0 Code SBC /ANSI95 ! (Matrix) Min Length / LL deft = 360 Weight: 104 Ib L LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -8 -1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -1 on WEBS 2 X 4 SYP No.3 center bracing. REACTIONS (Ib /size) B= 972/0 -3 -8, F= 972/0 -3 -8 Max Horz B=- 60(load case 2) Max UpliftB=- 500(load case 4), F=- 500(load case 4) FORCES (Ib) TOP CHORD A -B =17, B -C= -2145, C -D= -1901, D -E= -1901, E -F= -2145, F -G =17 BOT CHORD B -J =1992, I -J =1353, H -I =1353, F -H =1992 WEBS C -J= -350, D -J =588, D -H =588, E -H= -350 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure C ASCE 7 -93 per SBC /ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase �a "` ri is 1.33 . � ` � '. K '• 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of ; O• ` c ' 4 withstanding 500 Ib uplift at joint B and 500 Ib uplift at joint F. = • • 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. = No 17455 STATE OF cc LOAD CASE(S) Standard - _L F+IO A *< • YY • CITY OF ATLANTIC BEACH, FLORIDA ..3' 2_,,,,,, l App►ovod Oy APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: t/ ? 1 9 / J � 1 • IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIV Jf OR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WO • f/ ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WH ARE A PART HEREOF, AND IN A 0�! ? )ANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. I t ( -P (5 (po 6,Q(C 3V J ELECTRICAL FIRM: • • LECTRICIAN SIGNATURE N 1OURNFYMAN t NAME .U\ i'n AA 1\3 1 ADDRESS:_,; ' 16 6 41 0 ‘ MG -A -RFD r BOX BLDG. SIZE BETWEEN: RES. ( 1 APT. 1 I COMM. 1>cr PUBLIC 1 1 INDUS. ( ) NEW I ) OLD ( } REW. ( 1 ADDITION 1 1 TRAILER ( 1 TEMP. ( ) SIGNS 1 ) SO. FT. SERVICE: NEW 1 1 INCREASE 1 } REPAIR FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. 1 1 SWITCH OR BREAKER AMPS PH W VOLT RACFWAY EXIST. SERV. SIZE (� 0 AMPS I r PH 3 W . // / / 7Z910LT / RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS ST CONCEALED OPEN TOTAL RECEPTACLES 3 CONCEALED OPEN TOTAL 0 •30 AMPS. 31.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED L 0.100 AMPS, OVER APPL1ANCfi8 jt 1 BELL TRANSF. III AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW - HEAT 0-1 , OVER MOTORS H.P. VOLTAGE PHS NO. 1 M.P. VOLTAGE PHS MISCELLANEOUS ■ A_. _ - i■. - 0 -_. , •1+ - l-., -- Ftticovoi r r15#u 1 ( Z r \ e_c_ar "(� -CJLs._ S I1 - TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA , NO _ KVA NO. NEON TRANSF. NO. VA. ' MA. MOTOR SIZE SWITCH FLASHER EACH SIGN '"`'7' FORWARDED S �A 4 TOTAL FEES _ Or �� E �� l 10d b'££ =80 L6- 8L -Lnr . PSR 3844 '''''''el - , ' . DEPARTMENT OF BUILDING ( C ITY O F ATLANTIC BEACH t ..__q...., PERMIT INFORMATION _ LOCATION INPORMATIOI'd "."_ ..__ Perltit Number: 15642 Address 1600 SELVA MARINA .DRIVE Permit TyPe.PLUM.SINO ATLANTIC BEACH, FLORIDA 32233 E Class of Work. ALTERATION , .. _.._ LEGAL DESCRIPTION °__,., ;_-r -- . Camstr. Type :i4ASONRY /SRICK Block. Lot: g. 0 Proposed Use: Section: 0 Subd.t? RRn r: 0 . Dweliingis. 1 Subdivisiorn:SELVA MARINA ! Est. Value• 0.00 It rov . C st: 0.0t? Total Peed 25.50 Amount ,r r *M, 25 5d F �� '.4 i �r3� +�s . VON - -a- - ! ! ,, APPLICATIONS FEES 2-ame. ' *_`tiff : t C. ITRY CLUB PERMIT W 25.50 1 4 t e G Addr: ��E �, jNA DRIVE ' O B C C ri. FLORIDA 32 43 , ,, m, , ,- t ., ' Cl i! iZA7 R ' ORMA'T I ON Name JER Y' S Addr . "370" MAT1EE' MIODLEBIJ�,. II' O XDA 32068 5B Litt, = ~CPC4484 't;. E a: / / d. i r NOTES 1 NOTICE INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE {' CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNEF:I "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING I, ROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDSUBJECT R" ATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. DEC 4 ATLANTI :EACH BUILDING 'DEPARTMENT ,r City of Atlantic Bch By . ,A .... t. llolice of foomencentent 1 .." •v•ttcA,•, Print 5776 To whom It miry concern: Th e undersigned hereby Informs you that Improvernenls will be made to certain real properly, and In accordance with section 713A of the Florida Ste lutes, the following Information Is stated In MA NOTICE OF COMMENCEMENT. Description Selva Marina Country Club maintenance building.. of properly 1 (000 ZDE-1--vA Myk.eir,A bCI V Ei ATLA/uric ( ,r•-fl ' (tenetsl description of itnprovements Pre —enaineespo mRtal_bll'ling, with nlectrical. Concrete block storage huildina. ' Owner qELVA MARINA COIJNTpy c_TAIT:1 (41o.bn..Lal i_bart.e.,....Manag.er_l_ i Atb!ress 1 .600 SELVA MARINA PPTVF, ATT,ANTA PF F1_,S 32233 q Owner's Interest In slim of the improxement _ PrE PiPLE r A Fee Simple Tide holder (If other than owner) flame Address Contractor R • A • PT:lilac F:P t IV' • ( r 1 ■ Address / '105 NOP TIT - ;'FITT"r1", 4 AC ' ; , T 1,0r- f IIA 1 2 211 IV A Surely (If any) Address • Artinwil of bond S. Unite nut srlihtil of my pctInn tusking a butt for lite (HM 1111(14)11 of lbe lotrovcinoll, N A Name • Address •• blunt of rum' within the Side Or UIMI,I, ,11,,, 111M 1,111,01. '4471111(J /1 niV WI 01,11 WI u tkii nt tart titxvinctlit liviyl,e 'troll: 1 Name • Address itt addition to himself, owner designates the following person 10 receive a eopy of the !Jenne. Notice es provided In Section 71300 (21 ibl, Florida Statutes ( 1 III In al Owner's option), N„ o Nome Address 111111 STACK /OA 1111COACSA • Mit CM,. (:‘, 4A46,144 _c OfrArt 8776 Ownee . r // Pgs 1686 Docil 97256850 I/ Filed tit Recorded 1 . d 11/14/97 09:45:04 A.M. Sworn ( o and subscribed before me 11111 _7 . L -- --- HENRY 14. COOK ' CLERK CIRCUIT COURT ' 1).1 of , 7, .. 11 : 9 7: , t., DUVAL COUNTY, Pi REC. $ 6.00 ii ' • J t I : I I ' 7 . . - C17 \TV1e W HO, PI" " ( "vi \■tr , yrN t .).,? i• :t 17,p...9 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:J"�4 .e ?4 II 19 e ll IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVE FOR DING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCO' DANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANC ITH THE ELECTRICAL REG LATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. R iCH/SeD ditetlfri .eCo NT/9-11i-os ELECTRICAL FIRM: /� , • STER ELECTRICIAN SIGNATURE JOURNEYMAN $ NAME LV4 ` A 4 "A 1411 1e 44 iADDRESS:_L 6'OO Se ' ' /n/,Q RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. •) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE 00 AMPS J PH W CL [) VOLT /?i9:;:.ACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ 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 N.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS v ^/A4.,4 7 ' / S 7 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN • FORWARDED TOTAL FEES FROM : Panasonic FAX SYSTEM PHONE NO. : ' . Feb. 03 1997 09:01AM P1 . Who2e Building .'srformAtrce Method for Crmciii'l l • �ui ] (7.Lng!..5 Form 400A , ENER6YEF��ICIENCY CODE FOR B�ILDING CVNSTROCT1ON ~94 . ^ o ,zpa Department of Community Affuirs FLA/C8M-V4 Version 2.1 PROJECT ,,,.. BEACH BLDG � IDORESS: - ERMtTTlN8 OFF ICE • _ � '` '' '"'^C oE Au �* : �� At Beat: ]WN�R: � --' 'L~ CLIMATE ZONE: ---- x�FNTx - �Z '- PE�M� T �O : `~-- ��- � _ � , ��------ _ ([` �URIS�JCTJON NO:~26 - gUILDINB TYPE: _Service Establishments ---- :ONGTRUCTlON CQwDITION: Existing BuilU )ESIC9N COMPLETION: _Renovation ^ �ONDITIO��ED FLO�R AREA: _8��0 � --~ - ~-----~'---- - ^ 4AX^ TONNAGE OF EQUIPMENT pE----------''- NUMBER [)F Z[�AES: 1 R SYSTEM: ---'~ -~- IOMPL%ANCE CALCLLATlONx 1ETHOD A ,--~-___^___ DESIGN CRITERIA RESULT I. WHOLE BUILDING --_-_- ________ --- 52.56 100.00 PASSES `RESCRIPTIVE RE1UIREMENT8o .I8HT%N8 EXTERIOR LIGHTING in0 LIGHTING CONTROL REQUIREMENTS ^ 00 2� ().00 PASSES iVAC EQUIPMENT PASSES COOLING EQUIP1ENT 1. SEER HEATING EQU%p 10'00 10,00 PASSES 1- HSPF AIR D%GTR1BUT[C]N SYSTEM 1/42 /E -- �'00 6"�� PASSES 1. Unconditioned Space 4 ATER HEATING E,D�]IPMEWT ~�� 4^2; PASSES PIP/NO INSULATION REQUIREMENTS --____-- _~ - ___ - _�_________ - _-----_______---______~_ OMpL%ANCE CERTIFICATION: -----�~��----~ hereby certify that the plan% and Review of the plans and s i�i pecific@t1ons covered by this calcu- tions covered by this l P�c ca- ation are in compliance with the indicates compliance ca �ul��ion lori6 � with the .. Floridt/ Energy Efficiency Code. RE PARED -.' Before construction is cnmp1eted, __ this building will be inspected hereby certify that this ~~ Al__ p for compliance in accordance with ��' ou il uing is qection 5t53.908 F1 ' n compliance with the Florida Energy BUILDING OFr �ICI"L o fflciency Ood ^ p� x �� DATE, �ER ATE: hereby certify;*) that the system design jn �n compl� lorQY Efficienc�' Cpde, ` �nc� with the Florida SYGT D�SIGNE� . ~ RE')! STRAll0N/STAT� ^ FROM Panasonic FAX SYSTEM PHONE N O . Feb. 03 1997 09:0iAM P2 FROM 1 1 L.IGHT11JO _.._.._... s I( , y r p i i i a } t r• . t� �... w t • _ ! a �, ..... (;i ! " ! ., ...__._., i ......_ _..,.. _......._._....__ _._. _ .._ . t ... (� (? I7 r CJ f' e :.r !4i � 5 F:... .•, F.14 x. C3 �I - p. by Used W�'.F t lt "•1 ;':Lt_y �'iC)r"d t:r;f��u; : "1( - , .. . �• t r•1 f; n f c r rt �a t i, '? c: n t� r✓r"' _.,.«..._.._..,.. t (! J 1:: C :?(i � '«1 .!.1 'SF. °C;I Lti -� �'' Y • FROM : Panasonic FAX SYSTEM PHONETIC'. : Feb. 03 1997 09:02AM P2 . BUILDI�� I1\iFOR1'-'14TJON 401 ^~ - ---��LA �IHG--I0 1E 1 • C�MpL2ANC� ______^__� CHECK Elevation Type - - �---- U SC �LT Shading A ------~---�* - __�___�___ __~ rea(Sqft) South Residential 0 (.3 0 01, --- - ~------------ -------�� East Resid�ntial 0 � V.o Contin 0^0 Continuous �vm 24 . ' ' uous [ve 12 Total Glass Area in Zone 1 = �6 � �- - - - Total Glas � (we.. = �6 Elevation Type --------'----- -- - -�--- --- .`___�� ~�~_ U Added R 8ross(S4 f t ) � �----~------'------ --~~ / Vorth L & Hvyvv Concrete Blmck + 8^ L 0 9 - - ------ ---�—'--- 3outh L & Hvywt. Concr�te Block + u" L 0 ^ 2 2q+ 11 �2�8 iast L & Hvywt' Concrete 8Iock + 8^ L 0 ^+ 11 208 V�st L & H«ywt. Concrete Block + 8" L 0 ^� i1 200 J�� L. 8 t.,, Con�rc.te Block 1" 8" L 0 ^ 9 2q 2 �� 11 ��0 :Ost L & �vywt. Concrete B|oc + 8" L 0 q + 11 112 Jest L. & �vywt. Concrete Bloc� + 8" L 0 ^+ 11 112 �rth L & H«ywt. Con cret� Bipck + 8` L 0^292q� 11 112 �uth L & Hv Concret� B l�ck + 8 L 0 ^29+ 11 120 , ,, o 11 120 Total Wall Area in lone 1 = 1392 Total 6ross Wall Area � 1392 1.03. J.~-- ..�~'---------~ __ Type. T�� -- - _-~-____ _~_~_____ ---- �_______�___________________. ____U Are�(8qft> Sast 1-3/4 Wood Door-Solid core fle� , 40 h 0 1---------- 8 o lest 1-S/4 Wood Door-Solid core flush 0.40 �.40 -76 Total Door Area in Zone l = 54 Total Door Area = 541 � 04. 1-------------- -�- ------~�~�-----� �-- �YPc-4_-______~~_~,_ Color 0 Ad ded R ArERa(Soft) ----� . -~~, -- ----~^ " , Wood with 1" Insulation Medium 9'170 30 650 Wood with l" Insulation Medium 0.170 30 210 /otal Roof Area in Zone l = 860 1ota] Roof Area = 860 05.--- - - - FLOOR G-ZONE 1-- ~-------------- - _~__. - -------------- ype ---- ______________ �________________________� ___ _ --- � ��ea(Sq�t� ' � lab or Brade/L`inulated ------- ..... -- -- 0„0 �50 lab on 8rade/Uninsulat�d ^ 0.0 210 Total P]oi r A rea i n iqne 1. = 960 Total Floor Are* = 860 0b. ..... -- ..... - INFILTRATION ---.~ �---------_____��_------- - ----------- ----�-� --- 1CH.ECK Infiltration Critmrim in 406.1.ABC,1 hmve been met 07" . �- Typo ' --- --- ____~__~____________ _No Efficiency IPLV Tons , _~_~_ _ ---. -- 1. Split System 1 10.0 o.0 3.00 08. SYSTEMS ---------------__�_�_____--- -- Typo _____________ No Eff1cincy BrUhr - ` - ____- I. Split System ` � 0 ----- OR, � ILATION---- --~___ _~~-___-_~�____~_____' _ 540U0 Ventilation �riterja in ^ �C9.i.08C'1 nave been wet |�HECK! ' . / . � ' FROM : Panasonic FAX SYSTEM PHONE NO. _�__� . ' _~`�`^�.. Feb, 03 1997 09:02R1 P4 l • 9 2i -- K iutil Type R -value/in Diameter Thicknerrsoi 1. Circulating Type __��-� __ __________ P.:'..1' ., '--.'`/ o�anooy�oms I� Gal lon� - 413 --��- .----�ELECTRICAL POWER n[9TRIBUT ION~- --- ��-�- -- ----� ---�- -~ --- -~^~ . ___�__ .... -~ __~ h�v b CHECK Metering criteria in 417,1.4111C.1 Tnan��ormer criteria in 4ve been met. 414.�----MOTORS _— criteria ^^*p�^ 2 have been meL, Motor efficiencies in 414 1 �BC-L--- ---~--- - -^----~----------- --~- �-- 415 ^ ----- LIQHTtNB Sy�TEMS -ZONE ^ �'- have been m�t' � - m� �-�~- l � -- ---- > ~- -�~�----- ----------- rr ype 1 No Control Type 2 No Watt � ---- ---- ~^- ;pace Type No Control �____ ~^_ �_~__ s rea(Spft) ]cmf f ermmc� 1 On/�f 4 Nnne -----~--- ~ -- - �---- - �----�--- 7oilot and 1 On/Off r Hone 00 76g 416 zine Activ 1 On/� ff 2 None. of) i��4 .1. 35 00 ',' 90 Toilet and 1 On/Off 3 NonL 00 310 210 T o a ] Watts for Zone 1 := 1512 � � Total Area for Zone t m 851 Total Watt!y; � 1512 Total Area = 851 Light1nq criteria in 415,i-ABC have been met, CHECK '_--~__-___-_~______~--_____~ _______�� .6. HVAC load �izing has been performed. (�07. 1 .11BC^ 1 ) - ---- ----- -~~ '_____~��~_____-_~________- -�.��_______-~�_____~__� ...7. Duct sizing and dmRiQn have heen perfqrmed. (410"1.ABC.1.2) �---- ~-- ` ~�___ ( ' __----_________- ) .8. Testing and balancing will be per (410.1.HBC.4) ---- --~-- --- _ _�_______ - _~______________ - ___~_ .9. Operation/maintenance manual will bt,:F provided to owner.(102. ' ---�� --- . 1) ` i / . . . . i . . , . ` . • . � � �s Fi 3�4 { A t FFFF DEPARTMENT OF BUILDING 1 CITY OF ATLANTIC BEACH �. PERM INFORMATION .. _._ LOCATION INP'C� Permi Number : 13492 Address: 16401 SELVA MARINA DRIVE P rm1 t Type : ELECTR I CAL ATLANTIC BEACH, F`LOR I DA 3223'" C! Ass of. Work .RATION _ LEGAL DESCRIPTION r Conztr TYPe.MA.SONRY /BRICK ALTE W Biock _ Lot: �Tw :__ D i ?ropased Use : Section: 4 Subd Rn : 4 Uwe17..ncs; 1 Subda.vxsi �n:SELVA MARINA. Est. Value: 4.44 Impr vst D ' 40 Tatal Fe to 25.44 Amount �- ' ,� a " 2 . 00 --,, 'I�� ,,.� ,- ','TION - -- - � . APPLICATION PEES Nam �s �� + "tT PITR CLUB PERMIT _� Add ;„ a � ,, *� , I I . DRIVE 25 0{ Vi B C ii, P"LORIDA 3 , s ,a k P �. �„ �� ';^ „ r, § ax ,u:=° a d „,e°" `� ` °' P., � �N �� , 1 _ . C RA , R ORMAT I ON Name : R IIHARD AREA I R C C3 °t. ,A+ddr ? 7A7 A.SH STREET JACKSON "E' , ILL 32248 L i. ECs i0,„,„3„,„8#, Exp: / i * , ' t f41* 1 4. � � '' � ' s #, i �'.. MOTES: , j r , i NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING r { PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE f 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 AN RESULT' IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ." I SSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEC TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF - LAW. 14 Date: /11/97 81 Receipt: ` ►1' S SCr?9 ATLANTIC BEACH BUILDING DEPAB CHECKS I 881110013221989 j CITY OF rite ,te Veda! le RECEIj PROPERTY DESCRIPTION 7 T ATLANTIC BEACH, FLORIDA J2213 Sits Nov ONE t 247-3800 Lot # Block # (9 a ) u�s$5 • Subdivision: Sel.va Marina # or Atlantic Beach i:iillin ar�r,nlrl �� Street Name or Address: 1600 Selva Marina Drive DESCRIPTION OF PORK If in a FLOOD HAZARD Flood Zone: area complete page 3. Brief Description Pre -en ineered hlda r nc • Bllc B1�?a for Storaae Class of Work: (New/ ZONING INFORMATION Type of Construction:�etai Rlrig Zoning Proposed -and r'nnr,_ Rtt� District: Use: Estimated Value $ 8 0,000.00 Exceptions or Variances Granted: Materials: Solid or Pitted Ground: Roof: OWNER INFORMATION Method of Heating: 'Vono Property Owner: Selva Marina Country Club Phone: 246 -4827 Mailing Address 1600 Selva Marina Drive Atlantic Beach, Florida Zip: 32288 CONTRACTOR INFORMATION Contractor: P.A. Pellicer, Inc. Mailing Phone:( -1777 Address: 905 North St, Jacksonville, Florida - Zip: 12211 License Number: CGC 025020 Expiration Date: 8 -01 -1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNC:: 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. UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 1 Owner Signature ( 71 " kiltii• 0 n, ,Va e-A Dat C 2 Contractor Sign ure / 2 ___ Date iale91l4/ CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL , ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s): Selva Marina County Club Inc. Address: 1600 Selva Marina Drive Phone: 246 -4827 an lc .:eac , Lot # Block or Unit # Subdivision: contractor: R.A. Pellicer, Inc. State License # CGC 025020 Address: 905 North St. Phone No: 904/725 -1777 Jacksonville, F1 32211 Describe work to be done: Remove exist metal roofing and replace. Upgrade the electrical wiring to Code. Paint the exterior metal siding. Present use of building: Storage building for equipment. Valuation of Proposed Construction: $15,000 Proposed use: Storage building for equipment. Is this an addition ? No If yes, what are the dimenc_ ns t.:,._ added space: na ft. X na i . Will the added area be heated and cooled? NO New electrical (or increase)? Yes New plumbing fixtures ?NO New fireplace? NO New Heat /AC? No SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. / Signature OWNER: (f/44,(c' . 6clu4 . 011, Date: OQ I [ C f _. Signature CONTRA R: Date: (93/2.9-/f7 License Supplied: Liability Insurance: Worker's Compensation Insurance: y ': 15160gr tli DEPARTMENT OF BLIIL,DING t ' CITY OF ATLANTIC BEACH r , PERMIT IN `ORI.A'TION -_ - --- LOCATION INFOnIAT ION Perz►it Number 15160 Address :` 1600 SELVA .MARINA t? EIVE mit Type :RE -ROOF ATLANTIC BEACH, FLORIDA 32233 1 Per k Cl of Works :ALTERATION - - - LEGAL DESCRIPTION r - _ - Constr.` Type: MASONRY /BRICK Shock: Lot Two+: 0 Proposed Use: Section: 0 Subd :0 Rag: 0 i Dwelling: 1 Subdivision :SELVA MARINA 1 Est . `Value: 0.0u Improv. Cost : 15,000.00 1 Total p`e y, ,, 25.00 Amount '. i PI 25.00 l tat r I .'+ goy t . 0 y '- 41:1'''t;, ; #, '' ION .._, + --7,,t ,, APPLICATION FEES -�».. 1 Nam. I x a e; ' _' N 'RY CLUE PERMIT ' 25.00 Addr V INA DRIVE ''u' fi '4 4 S , i-; FLORIDA 3 2253: ' i 4, : ( E Phon ! °� 4S> � � CA , , 'ORMAT I C � Name R. A , p � E D ER = ,wa INC '"� - * �.. ___:� ,Addy ' .905 NOR :' -TREE" JACKSON , FLORIDA DA 3 2 211 ' Li ,c C��5p2 1 a1 Ezp: / te ,,,,,, , 1 NOTES: 1 1 i 1 1 r 4 NOTICE`- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 1 I 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 f f k "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LA)N CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING 101PRo VEMENTS." 'x i. ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR 1 ` VIOLATION OF APPLICABLE PROVISIONS OF LAW. 825.00 14 t -*-- data! AIP7197 RI k�+ar 11I`4 • t'j77A i ATLANTIC B ACH BUIL ING P EPA -TMENT 382 , By: , c ' ----- r 'SR4844 w DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I . -- - "` - PERMIT INF RMATI N LOCATI N INFORMATION . C1a Petmz t Ium r s I3�11 R+ 160 � SLLVA MARI ` DRIVE .1 P rm:.t. "` y pe,.14EGNA ICAL� TLANTI " BEACH DESCRIPTI ' 3 2 233 t of Wk:AL'T`ERATION'' _1„,!„,t ,LEGAL ON � ' nstr T cr I R 8R. k Blt d Lot : Tw .7' - pr Dcse Use: Sect 1.. Sri° 0 Subd: R nq; 0 E . Va: I # Im Costlue: 0,0 0. Ori Total F€► I 's 6 5.: 0 U z ., ��'� s ., t� a . 4- I ' 1 tia. .,' -�a e A � td ION r - 1 B 7 - ,, ;� .— APPLICATI FE ES �_ __ I P LU PERMIT � 0C Add , t .4i '° ° IN DRIVE x irt ° � B� C ft FLORIDA 3 ' r , „''� 3 &' _ Ty "2,",' s :e 4 ' , ° t, ' : sa. A fia'+'" .'a% i+ afne : Cg; N ROL s t JACKSONV 1 i .. '1"-N**.:. , Acid r S 1 JA st � � e� TR EET JACKSON FLG ILA 32 3 k��g� ��Sia "`^ " =R�t+°�F3C�$%r�:d�'�9. %a ?Y� M3,,..w+v mRS ms NOTES: f it i NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING !i PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ii.i. BUILDING MATERIAL RUBBI H A S ND 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 . MCCHANtCS LIEN LAW CAN RESULT IN , THE PROPERTY OWNER PAVING TWICE FOR BU1LDING;IMPROVElIMENTS. I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PA OF THIS PERMIT AND SUBJECT T I : iEVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF ,> , ,> ' C ATLANTIC BEACH BUILOIN ` CEP'MENT Datet 3 81 Receipt: 1i481 >I11 16 B ' f -�r' ( " �._ ..' a a CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address // /4/4/Air, 0f i c Ia (D J er L ti 04 M14/?' /A. J 9 � /" ' . ( )r() Date //- / 2 0 . 7 Heated Square Footage 00 @ $ .a per sq - Garage /Shed `� @ $ per sq - S Carport/ Porch AIVL : ' @ S per sq ft = $ / Deck lvv " @ �� o , $ per sq ft $ Patio B @ c per sq ;= t. = S r 4 TOTAL VALUATION: S / O i 4 0 o U _ ,P‘ s �o. 4. ©o 600 Total V aluation 1st $ S 0 Q 0 o 0 s /20.00 Remaining 00 V a iue $ / --© - Co per thousand oT portion .thereof TOTAL BUILDING FEE $ 4 / d 0 a + 1/2 Filing Fee $ ,.,2 .'O -CD o ( ) Fireplaces @ $15.00 $ 0 BUILDING PERMIT FEE S `Z 0r6 0 WATER IMPACT FEE $_ 4f2.45r0 a SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) .0O50 y SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S ) SURCHARGE .0050 S OTHER $ GRAND TOTAL DUE $ / / © 0 ADDITIONAL PERMITS OR FEES: Mechanical New ; Plumbing Electric /New Electric /Temp ;SwimmingPooi Septic Tank • Well ; Sign Finish Floor Elevation Survey • Other CALCULATIONS and /or NOTES: " PSR•3844' DEPARTMENT OF BUILDING { CITY OF ATLANTIC BEACH f k - -° — — -- PERMIT TNFOTRMATI N - _- --_,_w LOCATION INFORMATION Permit Number: 15253 Address: 1600 SELVA MARINA :DRIVE P }emit Type :COMMERCIAL ATLANTIC BEACH, FLORIDA ' 32233 f CI as, of Work:REMODEL - - - - LEGAL DESCRIPTION :_ ---- ..-_..- f Constr Ty`pe:MABOtiRRY/BRIC'C S10 : Lot < T P: r Presposed Use : Section : 0 Subd :0 Rn : 0 13w 1 in9s : 1 Subdiyisiosz: 5ELVA MARINA Est, Value: 0,, 00 Improv ; Cost : O x 000 , 00 ' Total Fees: , 405.. 0 Amount 17 3 + 4 . 00 13a t P 1 + _. ' *.e; * ° ; t!+ to , , $ P R' i b } 9 I %41nrI' Q1 "ft IN , RPMOD'►ET, . tlp RATIF PER Pr.ANP, E f l ..- .�_ ' , T I ON .. ,. �' ,- - - -1t , ';'*""*..'." . '' APPLICATION FEES 1 N rn , ' i ` TRY CLUB ' PtRMIT 16 1 Addr 14 , tr EL RINA DRIVE WATER I4 , 'T !"EE o . 320.000 , r r ', e BL ACK FLORIDA 3 . 1 . a E I Phone ( s m 4 484 s t ", e � d a R r, IA ,i m*, s ai , �` , ^ » a :. " 0 * *ACTOR OIMAT i ON Name : R. PE: ER INC. rr �_� Ad -1-905 Nr * i,E"I'EET JAC'KSONV r `r E , FLORIDA 3 211 Li c 4= 'COO •02`' Exp' / A NOTES: 4 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION a , BUI 0, MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT. BE PLACED IN PUBLIC SPACE, AND MUST BE , CLE 0 UP AND HAULED AWAY, BY EITHER CONTRACTOR OR OWNER a V ".4; f J " 1 6 ° 'URE TO COMPLY WaTH THE MECHANICS' LIEN L � y CAN RESULT !N THE PROPERTY OWNER PAYING TWICE FOR BUILDING I PROVEMENTS." ' , ISSUED CCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOC ' VIOLATI & MOF APPLICABLE PROVISIONS OF LAW. Da 81 Receipt: 1" CIICKI3 6 :: ., 8I31 a 1322t 9119/97 L 'ft lilfi ATLAN ACH BUILDING EPARTMENT By: �, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /606 JEL, /A A'1 oth(N DA. 6‹Filooe Date 9 - /4' `I`i Heated Square Footage 1 @ $ per sq ft = $ Garage /Shed 0 -@ $ per sq ft = $ Carport /Porch ,I' per sq ft = $ Deck �f �(r' _ nn k $ Q � � 0 @ per sq ft = $ Patio U @ S per sq ft = S TOTAL VALUATION: S 9 6f000 6 No() „Lao Total rValuation 1st $ f 60 0 $ I Sao amt� a 5,5.00 Remain Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ 7/0,00 + 1/2 Filing Fee $ S 5M O ( ) Fireplaces @ $15.00 $ CD BUILDING PERMIT FEE $ / 4 5.00 WATER IMPACT FEE $ 2 O_ o O SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ 1 RADON (HRS) .0050 S SECTION H PAVING ( ) $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE .0050 S OTHER $ 1 GRAND TOTAL DUE $ 1/75-,00 ADDITIONAL PERMITS OR FEES:Mechanical Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s): SELVA MARINA COUNTRY CLUE Address: 1600 SELVA MARINA DRIVE Phone: 246 -4927 Lot # Block or Unit # Subdivision: SELVA MARINA Contractor: R.A. PELLICER, INC. State License # CGC 025020 Address: 905 NORTH ST. Phone No: 725-1777 Describe work to be done: Remove metal roofing ane damage woo0 rafters. Replace with new metal roofing. New interior partition, painting, flooring. Upgrade electrical. Install shower, toilet an lavatory. Present use of building: Office, employee lounge. Valuation of Proposed Construction: $20,000 Proposed use: Office, Employee Lounge, Fairway Rest Room. Is this an addition? NO If yes, what are the dimensions of the added space: NA ft. X NA ft. Will the added area be heated and cooled? kik V electrical (o increase ? YES New plumbing fixtures? YES New fireplace? NO New Heat /AC? Increase SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: UM4 duUV e4a-t eat- , Date: 7- 1J' - r ] 7- Signature CONTRAS 'OR: t444..Z, Date: �/ POP c / c. License Supplied: �Ge Liability Insurance:Q o ' � Worker's Compensation Insurance: �� RECEIVED �, ,1 � . SEP 1 5 1997 81,A / City of Atlantic Beach Building and Zoning CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHR0011 GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH WATER CLOSET, TANK OPERATED (8) TUB OR SHOWER STALL (6) y WATER CLOSET ( VALVE OPERATED (8) BATHTUB/SHOWER (2) /• URINAL WALL LIP (4) Y , / SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) _ 0 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) 1 ( LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) _DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE _DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) ___ ^URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) _____7-ICE MAKER (1/2) ___SURGEONS SINK (3) ,___LAVATORY, SURGEONS (2) b JACUZZI (2) 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ 3 2 d .3 Q JOB INFORMATION MO S4-L U/}- /' / 4 N. Ktf-i(opc() • . ' 1 k. N ...- . .... Cr. a r i rl :\ 12:0 a=4"i- (0 s , 1 °Fp s. co ::- . , 1 17 ‘, 1 ,,... 0 i . i If t- REC / Vit 1t t 7 SFP 1 5 1997 0 o - 1-0uAi 6E, City ° f At/ Bundin arl tic B 1 .., I ...• 1.11 111 g arid e . aC h 1 ...... p "1 I s-q lin M : r ' ' 1 1 ) " i y _AIL . .. _ ........ _ _ Cli (S) 1 CD'- 4' --• , / 115.-4" k i ts' l b . .-.....' 4 ..., ,:. 8 •• ' „, cotzy4 ,, soli NEW SELVA 'MARINA CC iv' g'-g' I •e- A" jb:2 12 , I 1 V / .... di ' 14 '- ci '/2 N A. PELT iCi 11, INC, P. a T ac I.. „, , 1 ,.. A :„ ...2 1 , . . .:: 12147 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 1. ' - PERMIT INFORMATION � - LOCATION INFORMATION e mit 'Number: 12147 Address 1600 `SELVA MARINA I RIVE Permit Type 'MECHANICAL ATLANTIC BEACH, FLORIDA 322_3_!._ Class of Work :ALTERATION - LEGAL DESCRIPTION Coxnstr, T a :MASONRI BACK ^ B1oaok. W Legit: - p P= P* osed Use : Sect i earn Subd ; O Rn Dwell. irngs: 1 Subdivision: SELVA MARINA Esst. Value: 0.00 Improv . Cost : 0.00 Total Fe 25.00 t Amaunt 25 ;00 �.�TIOPI _� E _ AE'PLICATION FEES -- „ t u '', `' : s NTR ' CLUB � ; ,. m.,IT� �2 _4 y L�° ,LNA' THRIVE , Add f '' 3 B C FLORIDA t oe�. k { c e R FORA ,,T I Name . Z Et IN'S ERPRI$ES ACKS0 ;. : LORILA.. 32204 14 I Eat:) l / yz r eFeS.:+,. 7 +p f } , .NOTES. f i , NOTICE - ALL CONCRETE 1=ORMS 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' ALLURE T ,C COMPLY WITH THE MECHANIC'S LIEN LAW ;CAN, RESULT IN THE PROPERTY ' OWNER PAYING TWICE FOR THE BUILDING IMPROVEMENTS" . $ SUED ACC ORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERM D iT TO E # NFOR VIOLATION OF APPLICABLE PIVISIONS,,9F LAW. £ 4 ATLANT BEACH BUILDING D ARTMENT t lk JUN 20 '96 08:49AM ATL BCH CITY HALL `"� BUILDING AND ZONING IN �.� INSPECTION DIVISION CITY OF ATLANTIC BEACH ORACH. FLORIDA APPLICATION FOR MECHA PERMIT ��. ERMIT IN NVMOER IMPORTANT — Applicant to complete ell items in sections I, II, 111, and IV. I ' 6 00 s', LOCATION Shee Addnwa a,, a Of loh esNng Skeels: Between WILDING So-4,1z_ f A.d H. IDENTIFICATION To be completed by all applicants - - -- (• eenrda•li•t of p• g emit iron for doing His Wott •s described In the *bore stetentett we hereby •gr•• to ptlrlorm mid wort in •ccerd•nce with Me •n•ckod piens end leecificetient which ore • pert hereof cod in •ccerdence with the City of J•ctsetville erdinences end ttond•rds el iNif practice liu•d Mere;t Me.. ct e1 .A ihia t t) is•composts. (hin � �M h f �rJcJl �C'f; C a� 1. � .� Mini %sae 4 y siyeetwe es Owner or A+traoed Ale ,r Sigteture of Allill f '' • ArsAUeet .r Etghar III. T1ON r A, Type of bestial Irel: O. Q pecn►ie , IS OMR WNSTIIUCT10N etTINO DONS ON * THIS IIVILDIN0 011 SITS? 0 Cues — CI LP 0 Newel 0 Coors! tOlity O IF yea OIYS NuMOLII Of CONiTIWCT1011 ! . Q Other " *Off PIGMY IV. 111110 OCct KIWIlrtwy To M IN$TMLro (Provide ssn.dnN W/ e/ ne.l NATURE Op WORK p ii $s ors Me ! of thh lerel ❑ Residential or 0 Commercial 0 ►Net 0 spec. 0 Roomed 0 Cashel O Ref. 0 New $ulldlnp 0 A Ceed*enwg. 0 stew 0 Cs N si 0 Exi.Une Wilding 0 Drs. Sydow M•teridi...... . -r_.. 0 Riplsosment of existing iysl«n ~•si m.s s+s�M ohm. Now Nsetsllollen (No system prevleuity Instnned) , S • 1 jg"'*en 0 Extension et add-on 10 exiNlnp intent 0 Cow limn cam* © othw -. ewdy 0 All grinders; Now bee of h.#.- 0 Fter•Mr 0 Me.iilt 0 has stagy ,,,(rewMerl Q G.ers. (nw�M+l MN AAA Pa Of 401 MIR ONLY 0 T"'' (nwt>Mliel (Sieedeedl 0 Vi oeerte' (ettneiw) Rents4 0 0 /Nom yeast pwts Seim O CNN., —. sONfy AU. &QUIPMENT Ass COtt111o,i AND EEF&IGEaATICN BQValaM r i1j i , , ., iL . . �°a 2 '/ 6 0 JuTING • PVRNACES. i011.ENS, FINES te*s J�Mr Vitae 4 =8 TAMS Ow law Nadal ciapelit7 Awe 4 fur amsta Nodal • Ho. CITY OF ATLANTIC BEACH, FLORIDA I Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 6 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. a s f . 4 «,e4e/66 ,e1„,...7:2 / -- .-... -, -4- - - O'L- FS ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE NAME - 94- - - - 311 / 1 " ,�l U�'f Cr lam'`// C�✓� • / JOURNEYMAN / 2 o $ � � ©' RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ()Kr PUBLIC ( ) INDUS. ( ) NEW ( ) OLD K REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ► SO. FT. SERVICE: NEW ( ) INCREASE ( ► REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT I RACEWAY EXIST. SERV. SIZE AMPS PH W , VOLT RACEWAY FEEDERS NO. SIZE (NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED TOPEN 0.30 AMPS. TOTAL I 91.100 AMPS.] SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. ' OVER APPLIANCES AIR BELL TRANSF: CONDITIONING COMP. • OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. I VOLTAGE PHS MISCELLANEOUS fiVSC 'et-74414S" . A4 , rz' /L' ,,k_ /4 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA ' NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN 1 1 1 H .. FORWAR DED TOTAL FEES c;2 S °0CJ - psF4.3 10728 a :.' DEPART4E1 `OF BUILDING i CITY OF ATLANTIC BEACH PERMIT INFOORMATIt N LOCATION INFORMATION - Pe�r ni t Huber: 10728 Address : 1600 SELVA M ►ItINA DRIVE__ Permit Type ELECTRICAL ATLANTIC BEACTI PLORIDA' Cl ass of Work: REPAIR --- LEGAL DESCRIPTION - Constr. Type: WO01. _FRAME Lot: Block: Section: Proposed tTse ••• RECREATIONAL Township R110 z 0 Diite 11i ngls: 0 Code. 0 Subdivision: SELVA MARIIIA Estimated Value: $0.00 Improv, Cost $0. Total ge, $25.0O Arnow ` `• � " 2 5,00 5/O8 htir .. -" TION ,.. » � � .. _ - APPLICATION TEES ..._ -- b COUNTRY CL � PERMIT $25.00 Addres MARINA DRIV., WA IMPAC PEE °'� $0 OD ° krA A's +C3S" RADON GAS-11.R .`S . $0 :00 NT . 0 NF0rtMA'A1R RADON CAB 5% So . Go Name : BRO0 &" LIMBAUGH ,, x A area 'r'' " r` � `' W T wr SPIER TAP SO .0# ATL BEACH 32233 CROSS CONNECTION $0 00 Lic, sew Type : 2 SEC H IMPACT PEE '5'0% 00 x. C CO TST St1RCHARGE O Q $ p " >a �. , �` RAR. *TL r ,+;. ' .,a 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 MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE F©RTHE BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RREVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 40000000 ,i, l ,o0 MOO L# " a 9/06/9S , � i lictoks "007 ATLANTIC BEACH BUILDING DEPARTMENT ' By: - r" r ,- CITY OF 1 ,, ri!haatle Veal - 94tiela LETTER OF TRANSMITTAL p` -<'' .t Date 11 - 11 - 9 2 Job No. 92.- lia1 va MA . 1200 SANDPIPER LANE / ATLANTIC BEACH, FLORIDA 32233 -4381 C •C Attention DEPARTMENT OF PUBLIC WORKS 4 ED Car E- \ No Fat - Ey Re: rArg. I Aki I Al PPGU E Ai ek3TS TO CITY PLAI.) k)ER /SL DG, PEP'', F £LVA.- MA .MA C.C. GENTLEMEN: Z'qf — 9 7 5" WE ARE SENDING YOU Igj Attached I I Under separate cover via the following items: I I Shop Drawings NI Prints I 1 Plans ❑ Samples ❑ Specifications r Copy of Letter I Change Order C Other COPIES DATE NO. DESCRIPTION / VII /72, 7shee's 1 /aAs 4 r "Asrh /nnprosee iu,f•3 4w d h4 /Warr174 Co t j C /db " ■ THESE ARE TRANSMITTED as checked below: for Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval For Your Use ❑ Approved as Noted ❑ Submit Copies for Distribution ❑ As Requested ❑ Returned for Corrections ❑ Return Corrected Prints ❑ For Review and Comment I_ FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS 14k have red/jewel Me A /i'ac4ea p /aas ewe/ pofvioy anal curb details a re apfro ✓Pd . P,F •a,se r, u ,i) i/' any pert/lies ,C7 1 are rrgai red . COPY TO: 80G14 ec475 ,akti SIGNED: S`'�`.L� :-- NAME: flie1 V • ICON t io. le- a 474,.. c. c, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:_____Z‘ZZ___Je-A.aid.A26/04-c_Lt4 OWNER OF PROPERTY: LeEeziat.. ..6o444 BUILDING CONTRACTOR: Ado _CdPISY( PLUMBING CONTRACTOR AND ADDRESS: e 17e Z2-Z/O TELEPHONE NUMBER: 7S - 21/2r STATE LICENSE NO: C Pc D.Y,3/.6e TYPE OF BUILDING: Cd.) CA4 SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER_ _erre/ TOTAL FIXTURE ' 3UNT4 x $3.50 + $15• 00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE HOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Can" AJI.ANTIc hi H iNtirN6 JOB LOCATIONj Lj Alkov4 , OWNER OF PROPERTY : _(-,1(_() A,e • BUILDING CONTRACTOR PLUMBING CONTRACTOR (pqv 1006_ AHD ADDRESS: TELEPHONE NUMBER: 12M2 STATE LICENSE NO: TYPE OF BUILDING: SINKS .JHOWERI, LAVATORY WATER HEATERS BATH TUBS Drz,HWASHEFd, URINALS DI:,PWJALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE '1UNT: x $3.50 + $15.O() INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE mosi RECENT EDITION OF THE SOUTHERN STANDARD PLUMt3INE) CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-8-o k : w 6783 y 1 7EPARTME 'OF BU ILDI$G ` C I' "1f pF AN TIC BEACH f :: � F l I I FtOR1 Afi I K w ...--- » . � : _ LOCAT I C i NFORMA X ON .. � .. , _ Per nil t Number ; Address: 1. 00 ELv MAR I DRI Part t: Type: PLIII�lBINO A7`IsFsI�I"J' BEACk1 FLI}I IIA3 ; C1aS of Work. R W _- --- L QM DE ECRXP`TIO1 sec P o i C3 I CR T OI AL ' ca ar a P RI' O ; CI tw 1Unc s; 0 Coca: ukd vi EL to MARINA E t m,td - 4� l u : . DC Im r v. . o t > .. , ,,54 'total Dees ; $46.50 Amc un � $4 , . 6 : ' 50 a x � + � . ,- a " r At'O Y . LCSE AI EHOWER I COU T Y CGUS � ,»__,w 4 ", 5 _ 24A IO wl � - p r r»M -- AF I~'L ICA `I0R I'E $ _., -_ a " OUN R � � . ' PER4 46 , 00 ; Ad w a a � � I N I R I'v E sE .„ ,, I _ . F E , 4 ` ". ' a y CII F L ORIDA 4 2 , 1,3 SE IA f " $0 X 00 rr ., a i r . .A C3 ;E? POI MA T1GN — ___.� R D N A #. am . k � U fib' T C L4O E W AFER 'AP $ p . 0 D . A d z e., a ,' 6 4 ,. BEW ER. 'I" I C .. D YA 1 =� LL r RIB 322 3604 f YD RAULX C BH1 RE x 0 , D ;` Lio ns >_ (' p ' 4 , RE� It PE ` ' E ?' �'" E" . H IJ!IPA F EE 's '` ,, ,„„,„ „,,, ;,. ,� �,p:,,r�,p pp ,gwan.rea ?» +'o „,«,c,'a�+w",:.. w,pd dd M: r , NQTES: C= i NOTIC -* ALL+CONCRET I ORMS;AND FOOTINGS MUST BE INSPECTED BEPQRE P©URI k PE RMIT VOID SI X'MONTHS AFTER DATE Of' ISS B UILt ING MATERIAL, tUB ISH AND FRO THIS WORK MU ST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE 4 CLEARED UP AND; HAULED, AW BV EI THER CO OR T OWNEFI :FAILURE TO Ct MPL.Y WITH THE MECHANICS' LI L AW C A N R ESUL IN "t HE PROPE1 T C WNER PAYING TWICE FOR BUIL UNG ,IMPRO EMENTS." , WIt.IBIY ION fl TE. 0'5 1 1 / 9 3 L. I i� ISSU ~D ACCORDING TO APPROVED PLANS WHICH A RE PART OF THI PERMIT A NC SU BJ �TO REV ! •, ° o tl "VIOLATION OF APPLICABLE PROtIISIONS O LAW. Tt D ctintiaf IPT MJ #I 1187813 A BEACH BUILDING D P ARTMENT y 4 APPLICATION FOR FENCE PERMIT i_ A 11-L4IL, 4 A. ,N)NJ7 C u \..)6 r/Jc. Owners name phone , Job address Lot block and/or unit # subdivision Contractor if different from owner A .A.)C-L- I . „rt. 2- Valuation of fence $ 7 0 Corner or interior lot Type construction Show location and height of ,fenceas well a _street($),_._ ‘.. (/// --. /- -, foIQ ,,,.. /60 LM F-- / / \ : ,„ ,, / N ,, . ,, , / // , / / / , o i NI t' - P ?r% PrVIleCI - cc N6 „ 0 .-to --- cp 1 00 " ?V t'sIsl q \ I\ i ... Di\ r"._..._... ,------ Avi/9-44 - - VA L i.- r a A-iL 1 Owner signature Date Contractor signature Date 6814 ` DE PARTMENT OF BUILDING C TY OF ATLANTIC BEACH . ..__._ PERmiT IN 'oR�TIoN ..., --•--, -.. -.., ., _ .. L4C1lT I ON 11��T I t?Pi - - - - _ - - Pew t lumber: 6814 Address: 1600 SELVA MAR DRIVE # Patinit Typer.. ELECTRICAL ATLANTIC BEAC FLORIDA 32233 • Class of Work: ALTERATION �.- -- H, - .,__ -_ LEt�AL LIESCRI ..�- �,......... »._ Ccnstr. Type : WOOD ?RAI Lot: Bock section: Proposed Ps,: COWIERCI ALA/ OtitER ' Township. RNO: 0 Dwellings: 0 Code: 0 SELVA MARINA Estimate Value* x$0.00 Improv< Cost; $0.00, Total Pees: ` x$25.00 Amount 525.00 ,iii O;Itt r' '�� / 18 / 9 or �� ,. . , . i 1? s . . . , Wt ItR I E . L CIETS AND P" I ItTUR S � : » -; > . 7 :NI4ATIQI ,.. - *s,.;im , 4 � 7 - - APPLICATICN FEES ' 4 -. ourTRY C m ' ° � . I 'MR INA DRIVE r WATER IMPACT P'E'E $0.00 . . Cl t - F'LCRXDA 2, ,33 8' ' _ IMPAC 1P`EE � $0.00 s y ,�`:'v ^• ,�{` : "'` yy�� ° ' �c' ",' `� ';. m' RADON GAS - 5% S O . 00 Name : ' L; `� 0 ,4- 4 INN IN STATER TAP X0.00 A ddr ess .... BB Ti : BLE Ri DO., f h'---w , ER T AP ...w.� .._'- JRCC L LE. AF 32220 HYD SHARE 0 . • Licei sP, ER001 - 'yP+ 2 RE* I iS E 'EE , 00 .00 ee- „_ *04 a - 3 . E IMPACT FEE 00 #�i �' $ 0 N f NOTICE -- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING h ' PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH ANOO DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE I CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNEt� i ' 'FAILURE, TO, COMPLY WITH THE MECHANICS' LIEN .LAW CAN RESULT IN ' 'T1�#E PR O P ERTY:OWINER PAYING TWICE FORRBUILDI"NG'IMPROVEM.ENTS.” ISSUED ACCORDING TO •APPROVED f LANS WHICH ARE PART OF THMS PERMIT AND .SUBJd1AQ .REVOCATIO$" VIOLATION OF APPGICAB "LE PROVISIONS OF LAW. r , „ ATLANTIC BEACH B UILD I NG D EPARTMENT i By i ,' Aiiiiair ', Iii «. _ . 1, :4 i p , ,' ■ A CITY OF ATLANTIC BEACH, FLORIDA I Approvb by APPLICATION FOR ELECTRICAL PERMIT 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATF• --/^ IMPORTANT P' CITY OF IN CON 411cattic 1eady_4 HEREBY AGF WHICH ARE Office of Building Official GONSE ATLANTIC BE. REQUEST FOR INSPECTION ,� 3 I 1Y OF �� `� Permit No. _al Date i Time ELECTRICAL F // /� : — tmAti Received ( tC/ C.. , _- W is Z ht L..� �/U`�c� Locality `--/ NAME. 5 r 4 �, Job ress -- ? , /0 4- e Owner's ;C -6U c /' Contractors BLDG. SIZE _ Name MECHANICAL CONCRETE ELECTRICAL PLUMBING BUILDING ❑ Air Cond. & ❑ y _ ❑ Footing ❑ Rough Wiring ❑ I ❑ Heating RES. ( ) AF Framing Top Out g ❑ Temp Pole ❑ Fire Place Re Roofing ❑ Slab ❑ Final ❑ Sewer Pre Fab Insulation ❑ Lintel AODITION ( ) READY FOR INSPECTION q SERVICE: Mon. Tues. Wed' Thurs. Friday P.M. ' A.M. ... J P.M. CONDUCTOR SIZ Inspection Made Final Inspection Inspector Certificate of Occupancy ❑ ____ SWITCH OR BREA Date EXIST. SERV. SIZI ... 1 , n - - -- VOLT 1 RACEWAY FEEDERS NO. SIZE I NO. SIZE I NO, SIZE LIG1TING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES , C ONCEALED OPEN TOTAL Y -__ 0.90 AMP /. 31.100 AMP /. SWITCHES INCANDESCENT ^^ FLUORESCENT & M. V. ( _ FIXED - 0.100 AMP /. I OVER -- APPLIANCES I BELL TRANSF. �. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 1 OVER I MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS '' 1 MISCELLANEOUS . TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA ' NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN l FORWARDED • ✓ $ --- TOTAL FEES PSR -3844 , 4 a; q DEPARTMENT OF BUILDING j CITY OF ATLANTIC BEACH - - - - PERMIT INFORMATION -- - -- - - -- LOCATION INFORMATION - Permit Number: 15367 Address: 2143 FRANCIS AVENUE Permit Type : DEMOLITION ATLANTIC BEACH, FLORIDA 32233' Cl of Work :REMOVAL - LEGAL DESCRIPTION . - C'onst r . Type :W001r► FRAME Block.: ILot: Twp: 0 Proposed Use :COMMERCIAL Sect 0 Subd R : ' ng: 0 Dwellings: 0 Subdivision: SELVA MARINA Est. Value: 0.00 Improlr Cost : 4,800,00 Total Fe's 50,00 ,{ Amount P�►n4` , 50.00 Date P `e,}8 997 4 I Q I Work I� '4,� � p - ffi, � 'TION OF MAINTENANCE BUILDING ....„.............,..... , 4, : ; '.TION -- -- '- .' / - APPLICATION FEES -, ___ Na�me:i � *, ,: , °; � TRY CLUB El I'1' 50.00 Add> I „ t' �, INA TDRIVE 0 , B � FLORIDA 32233 , Sg I i 1 , Phon ki x * ' , l'ii 5 �, , .. i ',' r, -kt, ° ,` ,,,f1' @ '' . . '. -- ' . R r • ORMAT I C Name EC SWHH . I C , „,,,„c,,,, i. I JACRSQII BEACHH, FL 32240 i Li c w10 3 0 t ,.4 . 4 Exp : / / , - --".. i � t ��t�d i � P�. l' rs,r�aqa�& �.v a'?$. , � ��„ .a,m+, '�suxa � pt �a : NOTES: 1 7 # NOTICE - INSPECTIONS MUST B REQUESTED AT LEAST 24 H OURS PRIOR TO INSPECTION � a E BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN ,. THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.” ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIQ• FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 458.E 14 t 1 to: 18/98/17 ($i Itwraipt- 114 ATLANTIC ACH BU1 ING • PARTMENT I811 3221 , { By: r Florida Department of DEP Form 62- 257. KO; I ; , A � ` � ' Env Protect �� Pa I of 2 FLO•■ NA \ Twin Towers Office Bldg. • 2600 Blair Stone Road • Tallahassee, Florida 32399 -2 400 NOTICE OF ASBESTOS REMOVAL PROJECT TYPE OF NOTICE: ❑ Original ❑ Revised ❑ Cancelled '1?Demolition I. Facility Name St,)V • # -irJA Cb fi -y Club Address A.N.C. S City a Q M d ' K ■ ' State— County 4) t i VA L Site VA A I. er14.4(.G &till ■ &4 Surveyed by Building Size 140 0 ( Square Feet) # of Floors / Age in Years 416 Prior Use IL Fee Receipt Will Be Sent to Address in Block Below: (Print or Type) OWNER PROJECT NUMBER Fee Check Number Other // 'aG I I I . Facility Owner & L I V A- {M A i l , . . A / ' � ij r A ` , w dui) Phone (9 e 6 ) - '4 , r Address i D St f VQ' fry A l A City /T O A 1 L L $ L� 4 - � . State Zip Fold Lne IV. Contractor's Nam- _ • • - - 4 - Address: : V V! City: t 7►,� State Zip: 3 1 5 Y` Phone ( s 15 ) 'I - �/D Florida License No.: Id . V. DEMOLITION ❑ REMOVAI ❑ DEMOLITION WITH NO ACM lldv Emergency ❑ Annual ❑ Removal: Start Date Finish Date Demolition: Start Date Finish Date VI. REMOVAL/DEMOLITION PROCEDURES TO BE USED 1 Strip & Removal 1 Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method , Explode Bum Down * MUST OBTAIN PRIOR DEP APPROVAl BEFO E USING A#1 METH Dl q VII. Waste Disposal Site Name 6l A1S - �i4 I J .e.' Class Address City State VIII. Fee Calculation & Type of RACM in Renovations or ACM in Demolitions RACM? IX. Asbestos Waste Transporter (circle Yes or No) Name Square Feet Surfacing Material Yes ' No Phone ( ) Linear Feet Pipe Yes No Square Feet Cementitious Material Yes No X. Pro dures for Up expected RAC Square Feet Resilient Flooring Yes No STi P r d CrekJ L-/G Square Feet Asphalt Roofing Yes No (d Tr 4' TB r f br f GMA UA-1 Total RACM (square + linear feet) $ Enclosed (See Fee Schedule) ❑ Check if Demolition Only I certify th the ove information is correct. le— k' 7 ( Ignature % ttA ner/Operator) (Date) DEP USE ONLY Postmark NESHAP , .. Yes ... No ... 002278 - Fee Received $ APIS # Date Received 96 -1997 OCCUPATIONAL LICENSE TAX LYNWOOD ROBERTS OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE and /or COUNTY OF DUVAL, FLORIDA 231 EAST FORSYTH STREET ROOM 130, JACKSONVILLE, FL 32202 PHONE: (9041630-2080 FAX: (904)630-1432 Not - A penalty is imposed for failure to keep this license exhibited conspicuously at your establishment or place of business. This license is furnished in pursuance of chapter 770-772 City ordinance codes. ECONOSWEEP, INC 04 BRIAN BINGHAM, PRES PEDDLER OF SERVICE PO BOX 49250 JACKSONVILLE BCH, FL 32240 ACCOUNT NUMBER: 106292- 0000 -4 LOCATION ADDRESS: 03110 DESALVO RD 32246 DESCRIPTION: CONTRACTOR, ALL TYPES County License Code: 770.307 -001 County TaX: $11.25 Municipal License Code: 772.309 Municipal Tax: $31.25 Total Tax Paid: $42.50 VALID FROM OCTOBER 1, 1996 TO SEPTEMBER 30, 1997 RCPT #: 001T006391 DATE: 9/11/1996 AMT: $42.50 ATTENTION ** *The Following Construction Contractors Require Additional Licensure * ** ALARM POOL ALUMINUM /VINYL RESIDENTIAL BUILDING ROOFING ELECTRICAL SHEET METAL SOLAR MECHANICAL PLUMBING IRRIGATION GENERAL CARPENTRY WATER TREATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION This is an occupational license tax only. It does not permit the licensee to violate any existing regulatory or zoning laws of the County or City. Nor does it exempt the licensee from any other license or permit required by law. This is not a certification of the licensee's qualification. C-33 TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION A a `r df'b " 7 s � 5 ` ' Y �L, s lc „ N 0 4 . •,, .Y O P ER ATIONS C 0URSE G0L ' ( 1 • • e G �, • NA C O CLUB p _,.a rtr 4 ,-m , .fire i 7 . ', • a. i t'!t yE i ."$4.,:r??-444- • 1600 S elva Marina D r i ve Al . - .. • r Florida kl , .. e Atlantic Bea _A, ,, t- v ;;' a 4+i? 4 1 • 4 : 11`1°,,4."1 ' ... - 1 ,.-:*‘:. 1Y I! .',J t' • , ' ti for: R " x i Y R . A. Pellicer, Inc. . • t k , ,.. ' r p rt� ,,. , , p ! 905 for Str eet • i� .I � 3� 32� 11 . i; , A 3 L. 1 a4 A ' ° Jacks Florida .. 1 . � I , ' 1 tt p+ "��r F a �'4{' ., 1 Y` f e -� 'J' a • " A TL AS Project No.: 210801 I Ni9 -;' ' ! I)n t e : . ScDtember 1 S, 1997 � rr ? q fir+ • "' 't' " �� s ._ ...n.:,,,,;10',4''' • • I a #'t ` ' lc Tech n o i es, Inc. i!f Sf,4 Yx I p; �.i �A - Yom' ' „,, ., eft 4 - - , a . ;A • , 4 ;, ;, 5 ^^ • '' 7563 s g Su ite 210 Phill Hi hway r • � Mt ' ; ' s "� N Jacksonv Florida 32 256 , .r= (9 04) 2 96 -0314 1 Table of Contents Section I. Introduction Section II. Findings g A. Suspect Materials Table I - .Suspect Asbestos Containing Building Materials Sampled B. Asbestos - Containing !Materials Table 1! - Asbestos- Cuntainin ;r Materials Section III. Cfncii _ions and Recommendations Section IV. Report Certification Appendices Appendix A. Laboratory Report & Sample Chain of Custody Record -�f Appendix B. Material Assessment Information Forms C ATLAS Scientific Technologies, Inc 2 I0801 r.doc V e F 't • • d • Y s too ; "• Section I • • qe { Introduction ti t . • x , - S ` 4 ' r 1 ` . ' 1 4 • z h 1 , t k � ` ATLAS Scientific Teclinologies, lnc 210801 r.doc • • I 1 Introductgon 1 ATLAS Scientific Technologies, Inc. has conducted an asbestos survey of the Golf Course Operations Building located at the Selva Marina Country Club, Atlantic Beach, under the authorization of Mr. Dick Pellicer of R.A. Pellicer, Inc. The purpose of this asbestos survey is to identify accihle asbestos - containing materials (ACMs). The survey was conducted under the direction of ATLAS' Licensed Asbestos Consultant (Mr. Dave W. Knothe, CIH), License No. IA0000007. The ATLAS field inspector was Mr. Mike Collins, Accreditation No. 2664. The areas to be assessed by the survey are listed below in accordance with the scope presented in the project cost proposal: ♦ Golf Course Operations Building (one -story block and wood root) approx. 2,000 sq. feet ♦ Office building with restroom area, (one -story with partial shingle root) Identification of suspect asbestos materials was made by visually inspecting the accessible areas within the selected buildings. Samples of suspect materials were collected and submitted to QuanTEM Laboratories, a NVLAP accredited laboratory, for analysis by Polarized Light Microscopy with dispersion staining (PLM/DS). The findings of the inspection and sampling are discussed in Section II of this report. Conclusions and recommendations are discussed in Section III of this report. fl 1 !i Ij tr iC it ll. ATLAS Scientific Technologies, Inc. Page 1 210801r.do. 1Y ■ ' • 1` Sir I t , i p > : h�� , � 4 ... y� I �' :Sec on I if . y ., t• •. •Findin i' �Y " y 1..,n F , . .. .. - 1 . • • • - - , f __ • * r . k ' ' � Q ✓f.. i • • r, t ,? ;',71‘., Ay 4 ea' �` .. ,. 2108Q1t.dce w � , ' E, i ltttf c Teclitt to (e Ina '3., ' x, , , I , Section I • Findings f A. Suspect Materials A site inspection conducted on September 10, 1997, identified suspect ACMs at the Golf I Course Operations Building. These suspect ACMs were grouped into five (5) homogeneous sampling areas. Homogeneous sampling areas can be defined as a type of material of the same visual appearance, texture, and use which was applied during the same general time period. The five (5) homogeneous sampling areas are described in Table 1. 1 A total of seven (7) bulk material samples were collected representing the five (5) homogeneous sampling areas. The number of samples collected from each homogeneous I area v.-.c in general accordance with the random sampling b .:Heiines established by the Environme,itai Protect, n Agency (EPA). The Material Assc.sii.:;nt Information Forms are included in Appendix B. The category and type of suspect materials sampled are listed 1 below: surfacing' materials: No suspect material found. 1 ceiling! materials: 1. White gypsum board thermal system_insulntion_ No suspect material found. wall materials: 1 1. Light -green gypsum wallboard floor covering's: No suspect material found. I miscellaneous materials: 1. White adhesive roornj' materials: I 1. Gray -black shingle 2. Gray roof flashing 1 1 1 • t 4 • I _ ATLAS Scie,UUJic Page 2 2 I 08 I r. doe I l JI Findings I The Sus Material Codes presented here are utilized in the Tables following. .. I SUSPECT MATERIAL CODES ■ I MATERIAL CODE CATEGORY / TYPE 1) SURFACING MATERIALS SFP Fireproofing SAF Acoustical Finishes STF Textured Finishes I SMO Surfacing Other I 2) CEILING MATERIALS CIS Tile Jua CTA Tile Attached/Spline CGB Gypsum Board CMO Other 3) THERMAL SYSTEM INSULATION TIP Pipe Insulation TIF Fitting Insulation TIV Vessel, Tanks, Boiler Jackets TID Duct Jackets TIO Thermal Insulation Other 4) WALL MATERIALS' WMG Gypsum Wallboard WMP Plaster WMJ Joint Compound WMO Other 5) FLOOR COVERINGS FCT Floor Tile and Mastic FCM Floor Adhesive/Mastic FCR Roll Type Material FCO Floor Covering Other i 6) MISCELLANEOUS MATERIALS I MIS Example: Cement Asbestos Board, Mastic, Adhesives, Baseboard, etc. 7) ROOFING MATERIALS RCM Roof Covering: Membrane, Tar & Shingle RCB Roof Covering: Built -up RFE Roof Flashing: Equipment & Vents RFW Roof Flashing: Walls (' RMO Roof Material Other I ,. ATLAS Scient ifi c T ec h no l ogies, Inc. Page 3 210g01r.doc y . . A L. �J CO o 4 O N O • (1) t/). V) v7 11 '4 =Z z Z Z z 2 a ... ai o 0 ^ b Q -0 0 N a� ` G O p 0.7 0 `' "c3 y .a Y C - .- Ci a O �d O a E �. U bD t!1 c E ' 0 E -06 8 C `. .� a OO $ OO x •T:1 03 ^ w y a1 L.-, eL) bQ Cq p i., • + - a .. 0 W O O o CA O p ° d 2 W v) v 4.. u c,..., U - p O ti) * O G RS (7 (7 (/) O O o V) CL CLI cv ^ C O pQ L cc i f.. H C .0 0 etom C = o C) U 0.0 d c G -° c H y G � A c ci o ` ci r_-, a� a on i y H GO C 0.21 .0 . U O - ctt Q � EA ti c� aJ .L4 4+ N (Z 4) ` � 4 d O y f3 O. a p cu i Cy h a4 y .- N -4• '' ' �' cci co) O bP 0 i... O Z % ') - Z L CD rip 0 N v cn .n c4 o V v 1 y , L) s i v O 'O - v) °0 6) U 0t) C ~ 0 .. C C k. • L RS `L+ Z IV 0 h p O � Q O ca '� * v C.) L.Z. j K CG II 0.) .a • • • • • • ♦ ., Findings B. Asbestos - Containing Materials 0 All suspect materials discovered during the site investigation were sampled. Analytical results indicated that the following were asbestos- containing materials: • Roofing Materials 1. Gray roof flashing } The descriptions, analytical results and assessments of the asbestos - containing materials are found in Table II of this section. All identified asbestos - containing materials were assessed for present and potential asbestos exposure hazards. Present and potential asbestos exposure hazards are based on the condition of the material and its potential for disturbance and are determined by utilizing the Asbestos Hazard Assessment Decision Tree outlined below: i Asbestos Hazard Assessment Decis Tree • Airborne Fiber Concentration > 0.01 f /cc PRESENT POOR FAIR GOOD CONDITION (significant damage) (damaged) (undamaged) high moderate low high moderate low POTENTIAL FOR 1 1 FUTURE 1 i DAMAGE I I 1 1 HAZARD 7 G 5 4 3 2 1 ASSESSMENT 1 I 1 1 1 1 ABATEMENT 1 2 3 4 5 6 7 RESPONSE PRIORITY 1 '. Hazard assessment ranking for each functional space will be a number ranging from "1" to "7 ". A t hazard assessment ranking of "1" indicates that the material is in "good" condition with a "low" potential for future damage. This material would have a low abatement response priority. A 1 hazard assessment ranking of "5" would indicate that the material is in "fair" condition with a "moderate" potential for future damage. This material would subsequently have a higher priority for a response action. A hazard assessment ranking of "7" would indicate the material is in "poor" condition and therefore would have the highest priority for an abatement response action. P a � g' 210801r.Joc ATLAS Scientific Technologies, Inc. % Section II 'i' Findin s The hazard assessment score and the abatement response priority ranking for each ACM, as gin determined by the Hazard Assessment Tree, are included in Table II. • If other materials are discovered during renovation or demolition activities, samples should be collected and analyzed prior to disturbance of the material I i i I 1 n I I , r ATLAS Scientific Technologies, In Page 6 2 10801r.doc 4u g#1 t o ! N I w .L z rte-• z z z z z t\I d it O 13 41 J Q. Q 0 y Q Q Q Q Q ` \ g z z z z z z z x 4 1 0 0 0 • Z Z CA 1 0 U 0 .a o tip r, b ...4 C ! b } {A L M 1 CtS VI ¢• C D L •4 j 416) to G O — .O c cu cu IT IA "4-4 ti • C a� 0) ti O O -" o o b 4.r h a; • a «- c .. : 0) 1 c c g a 1 .n 0 0 0 0 0 0 sn i 4. z L,.. z — z Q ▪ O • 1 cd 1 d . t4, a ' � c -c) 4 c7 c 7 0 0 V cd ¢ cd - a cd Cl CQ C y I 04 C D. 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" c ,tdC t — d • �s, 'Section III Conclusions and Recommendations 1 One (1) of the materials sampled was found to contain asbesu,.,. Gray roof flashing on the edge of the roof abov& ti %. Lh 'power room and break room was fniind to ,,�ntain 2% chrysotile asbestos. If other materials are discovered during renovation or demolition activities, samples should be collected and analyzed prior to disturbance of the material. Asbestos is a hazardous substance that may have serious health effects associated with the exposure to airborne fibers. Accidental disturbance or improper and careless removal can cause release of a significant airborne concentration of fibers. All materials identified as asbestos - containing in this report should be managed under a Comprehensive Operations and Maintenance Program for the life of the building or until they are systematically removed. These materials must be addressed and handled appropriately prior to any disturbance by renovation or demolition. All asbestos abatement should be conducted by a qualified and experienced Asbestos Contractor (licensed in the State of Florida) in accordance with abatement specifications that are prepared by a qualified Asbestos Consultant (licensed in the State of Florida). Professional fees must also be considered when planning an asbestos abatement project. The abatement design and management must be provided by a Florida Licensed Asbestos Consultant. On -site air monitoring and construction supervision are absolutely vital during an asbestos abatement project. These services are necessary to ensure that the Contractor is complying with all aspects of the specification and that the appropriate air monitoring of the work area and the f. adjacent environment is conducted. In addition, the air monitoring records provide the owner with valid scientific information regarding the manner in which the project was executed and the quality of the air prior to re- occupancy of the area. 4 ATLAS Scientific Technologies, Inc. Page 8 210801 r.doc p 5 v n e k • I � titi,, r, . • a. -•' 1 i ''', 4 - - , .. r > Section TV 1 Report Cer!l l I� ter r Y t y 11„45. d i +� ( ; 4 t:".4:,..;., iti 1 WK N 7 . 4 r _ *IA jv t 3 y r , l r u.i y+ I p _ .. 7 ATLAS Scientific Technolu ies Inc. Q 1 r doc , , K + X (I section I . Report Certification u : belief, the data presented in this repo.: true and accurate and To the best of our l�nu .�•. �� ..�'� - b l A . represents the conditions at the time of the investigation. The samples w‘:.; I collected from the I , materials and locations indicated and the results of laboratory analysis have been accurately I presented as submitted by the laboratory. t i. Due to the hidden nature of many building components, it is not guaranteed that all potential I asbestos- containing materials have been identified. If any suspect materials are encountered durin g renovation or demolition activities, these materials should be tested for the presence of • asbestos and handled appropriately. The investigations and methodologies represent standard 1 current practices in the environmental industry. 1 The limited asbestos survey was conducted and prepared by and under the direction of the i undersigned Florida Licensed Asbestos Consultant. I . Florida Accredited Building Inspector: It Mike Collins iy 2664 tp '' Accreditation # I Name It a lishif .. —A-9 A. —.4 . 1 Date If 8 I °- ' a i k t i l,, Florida Licensed Asbestos Consultant IA0000007 c', b : v of e C LAC # Name C__i_ILL191 � 1 Date Sig u \I I ' c , o i I : ATLAS Scientific Technologies, Inc. 21 U80 I r.Joc P 9 i t I . , r t x ' • ma ill — la al ® ;+ r.aaNINN►aINO tae OOP wIlli�- =AM IM 11111111%0 7 1 ri UMW Polarized Light Microscopy LABORA'fQRIE Asbestos Analysis Report 2033 Heritage Park Drive Oklahoma City, OK 73120 Ph. (405) 756.7272 Fax (405) 755.2058 { QuanTEM Set ID: 9709P272053 Client: Atlas Scientific Technologies, Inc. Date Received: September 12, 1997 Account Number: A272 : Project: RA Pellicar Analyzed By: Ellen McKittrick / Joe Melton Project Location: Golf Course Operations Building *r Methodology: AHERA (40 CFR Part 763 App A Sub F) Project No.: 210801 DuenTEM Client Color / Non- ASbe$tot } .Semple ID Semple ID Composition Description Asbestos Fiber Other 1 02 homogeneous white NAD cellulose 20% Sample is drywall material. k 2 03 homogeneous white adhesive NAD cellulose <1% Sample is drywall mud. 3 04 n.:714,. Tight green NAD a - " • arise 154o Sample Is drywall : °x material. 4 05 homogeneous gray - black shingle NAD cellulose 40% 5 06 homogeneous gray flashing chrysotile 2% cellulose 30% L. .:', 6 028 homogeneous white NAD cellulose 30% 7 02C homogeneous White NAD cellulose 30% • C r t • 'l ,�� /,,�y�,�,,.2,/ September 15, 1997 �� x � " " Reviewed and Approved Date x. Y f , Ouar1TEM is a NVLAP Accredited TEM / PLM Laboratory (Lab Code 101959). This report relates only to the speoitsc items tested. 1 NVLAP Accreditation applies only to AHERA analysis (40 CFR Chapter 1(1-1-87 ed.) Part 763. Appendix A to Subparts a and F1. . . — T*,.. nor ft may n-,t ho 1,s.d to cta nenrfurt endorsement by NVLAP or any other agency of the U S. Government - .... i , WW g L i E:j om !1 !iII1II L1 1 T m g s CL pi I I I` 1 i � 1 1 I I I j O O cs ' : 1 1 1 1 1 1 1 1 1 1 I 1 I I I I 1 I ��'� I a 1 : r 1 I i ac; A 0 1 } I ; �N s I j (i E I I I 0 et C I I I I a,i I 1 vZ I k. + m 1 I i ! I "' !V Q I i • I I I 3 .a k': I Y r v s } 1 r E a : ' 0 T. q- m >"' I I. I 1 I ! • I { c o . • ii •G G i • m 1 _ ( . Y i Z 1 I 3 o a- m a I I j( l 1 o s ; 11 1 1 1, = m,1- m tc. mo 1 a s o I { i ; I I 1 E x �"' I ' I C m 0 V ! I i 1 i . ., t7A "� I I j ! ( 6 ., C �. D ' i ` i I -t I 1 u. N `a I > �p V 0 1 i 1 m o r '-1 V 1 16 _ ca 1 C ti 1I W --,1-, , _ O . It � s N Ill Hog I I I l i i I I i! I I I I! A r-- a Al: c , 11 m L i t '1 -t- �� _ a III ' j I X m i 1 m h - 1 ; ma • ��p E o = ill 1 I c • r % Eill ■ m o � 1 m m� r` p E m a o I I "1.- . 1 1 I .. CI U 0'1 1 . NI Appendix B 1 l laterial Assessment Inforrntition 1 1 - 1 1 1 ATLAS Sciratijh Trclinulogies, lnc. 210801 r.doc r -. -- Compkbinestoria bi e.dritemo area;: . t ldrhtaeaaa, bnl,avaampis,eE • Material Assessment Information Form a Asbestos .Assessment Study Client: t o RU c e r - , 1.1c. Building: C. C. o era , r;'IC Project No.: 1 0 80 1 1 Homogeneous Area No. 0 ( --a Date: 9 - lo - q Sheet No. Material Description Homogeneous Material Cole fZ i= C - Deaaiption: 67R. try 200 f= FL4S H i iv 6 Is Material Enclosed: Y / (`_✓ Encased Y / >¢j Encapsulate* Y /off L Material Above a Suspended Ceiling Y / In a Plenum: Y / t�' Substrate Material: U./ U Height above Floor. <l5'; 15-30'; >30' Accessibility for Abatement Easy (E); 41 Moderate (M); Difficult (D) 1 Material Quantity Square Feet: linear Feet / Sr - 1 II ..... (ts, elbows, etc.): ' Material Condition Friable? Y / Extent of Damage: Localized Y /l : Distributed Y / Dust / Debris Y /O Type of Damage Deterioration Y / j cal C Physical Y / Water Y / Other. 1 Description of Condition: �� ct I CLU i'1 C ft . U ✓\ 1 Potential for Disturbance 1 I Frequency of Contact: ) Low Moderate }Ugh Description: tuane>,eeofVibration: X Low Moderate High Deaaiptioec I Potential for Air Erosion: X Low Moderate ETrgh _ Functional Space Functional Space Type Code: Functional Space Area NoJRootn: 4Lrarmi free Dense_ ni__ 1 Inspector: V} 116 `t c; / CI I 1 t s Signature: i ./70 1 ATLAS Sciesuific Technologies, Inc ❑ Orlando Fax: (407) 425 -0113 Phone: (407) 425 -5696 ID 4/93 All Rights Reserved Jacksonville Fax: (904) 296 -0315 Phone: (904) 296 -0314 aas5.f m CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 1 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION { LOCATION INFORMATION Permit Number: 19678 Address: 1600 SELVA MARINA DRIVE Permit Type: WALL , ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section: 0 Square Feet: Subdivision: SELVA MARINA Est. Value: Parcel Number: 1 Improv. Cost: 1,200.00 - OWNER INFORMATION - - ` - Date Issued: 3/07/2000 Name: SELVA MARINA COUNTRY CLUB Total Fees: 30.00 Address: 1600 SELVA MARINA DRIVE Amount Paid: 30.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/07/2000 Phone: (904)246 -4827 Work Desc: CONCRETE WALL FOR TENNIS CONTRA.= - R(SI= ; . ,. . „ -.: r APPLICATION FEES.. _... ARMSTRONG CONSTRUCTION PERMIT 30.00 ti-- .. ;...,_:- pectio Rectuuirec FOOTING FINAL BUILDING 1 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $30.08 _ C: Date: s110f00 01 Receipt. 0040b302 ATLANTIC BEACH :UILDING DEPT. CHECKS 001000032.21M 1 CITY OF ATLANTIC BEACH PERMIT C SHEET Address /4.00 SIS C- v# 1 G. J�< • (694t.z_ G r474)NnS 0—s) Date 3 - I .o' Heated Square Footage a @ $ per sq ft = $ Garage /Shed ___11L $ per sq ft = $ Carport /Porch K @ S per sq ft = $ Deck $ per sq ft = $ Patio @ $ per sq ft = $ © TOTAL VALUATION: $ /a • � /; / > $ /r:�) Total Valuation 1st $ ( t') S S Remaining Value $ .S' per thousand or portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee $ / v ( ) Fireplaces @ $15.00 $ �L') BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ RADON (HRS) .0050 $ SECTION.H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ T \> ,. ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, D MOI I T IONS Owner : J'` (3 'd A I) 1,-.,(..,-.- 540!,. Me-K1 ,-JG- - - \Address: 14.'06 S 044406- 1)i° Phone: - 1,i / L - 'J 4 4 . \Lot # Block or Unit # Subdivision: �J Contractor: 1¢V State License # G"ge-CP33-- � Address: J�!' ,S4- /Jeo Phone No: (qJdPV1 City -":17:R State Zip Code ,7ZZS Z Describe work to be done: .O74u/ (9.4C/v Xe. 44.49-# / /' / /� p /�e 4,// it./ tad" Ol 4410u/ell iRP�! - eas',,,«•,l 74 eters/6 .?- Present use of building: xp Valuation of Proposed Construction: Azee • ' -- -- Proposed use: �Ce ' trC' r y��P — -- — Is this an addition? IdC If yes, what are the dimensions of the added space: ft. X ___ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat /AC? _ SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS; INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. i t ,e u 2 d Signature OWNER: , A,`/' /. , -Date: ' �r D i .25 2 C" 9 � Signature CONTRACTOR: a - Sworn to and subscribed before me this way of *''.7.. ''. rVED No 41 v7" -ri - - o Co�bicai A8, Cif' G E NOT :• oF f .` My G'ommittionmen 9 20(J0 City of Atlantic Beach Building and Zoning . i ,p ,A. /11faryiti. 44.A& /t-7 G O il ' • . 11 Ho CO 3 N � � pf ¢sue `'4 f 4 - r-- r- h v E. h► T , 6i (k. A 3. c I, I, ct- g- ; il 1 .__ , , 1 co, .. -1,1•P - .1 '' (z, R E CFI ; r 11 --c,.... __ I � 00 i i riP c) c C'* t,f Atlantic Beac 1 33 F =Sit . : r , , , I nln g I •....„.... C1gb I G � ! O i s m o z 1 _-.1 C 4 ‘ e </rW/Vee, .4„.74,/,,,„( ,,,ee zt ,c /Gr st 7 ,?_ ' 43 % 7// ©_/ ?120t3D, 11:2.0 9042469121 SELVA MARINA C C PAGE W. /O1 (0 aqi-oqq8 kiam (o n1 c ... MAP SHOWING SURVEY OF THE SOUTH LINE OF THE SELVA MARINA COUNTRY CLUB, LYING IN SECTIONS 16, AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST. DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHEAST \ CORNER OF SELVA LINKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A AND 858 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 06'45'00" EAST, ALONG THE EAST LINE OF D LOTS 65, fib AND 67 OF SELvA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PACES 23 AND 23A OF SAID PUBLIC RECORDS, A DISTANCE or 40.00 FEET TO THE POINT OF BEGINNING; THENCE n NORTH 83'42'10" EAST, ALONG THE NORTH LINE OF SAID SELVA OA ` fi VA Y + �U.404. LINKSIDE UNIT 1, A DISTANCE OF 669.45 FEET TO THE WEST LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 8373, PAGE 822 OF SAID PUBLIC RECORDS; THENCE NORTH 11'56'50" WEST, ALONG SAID WEST LINE, A DISTANCE OF 319.44 FEET TO THE SOUTHWEST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 7910, PAGE 0958 OF SAID PUBLIC RECORDS; THENCE NORTH ). 1-3 IP 78'03'10" EAST. ALONG THE SOUTH LINE OF LAST SAID LANDS, A - DISTANCE OF 386.43 FEET TO THE wEST LINE OF SELvA MARINA UNIT NO. 4 AS RECORDED IN PLAT BOOK 30, PAGE 28 OF SAID PUBLIC RECORDS AND THE POINT OF TERMINUS OF THE SOUTH LINE OF SELVA MARINA COUNTRY CLUB. REC • FEB 2 3 ZQ�O City of Atlantic Beac Building and Zoning f NOTES THIS IS A BOUNDARY SUR'ity, BEARINGS BASED ON THE NORTH UNE or SELVA LIN1<SIDE uN1T 1, { AS RECORDED IN PLAT 800K 44, PAGES 23 AND 23A OF THE CURRENT PuEtuC RECORDS OF DUVAL COUNTY, FLORIDA. 4 ahn►e 4G3- 1052 I 7-;;/7/,S A.-41 7 '/4 - 4 - eerie r_,". 0,7, /70 g .3iO4‹ /mil /trz /z7 �� ,rd"' 1 fj MAP SHOWING SURVEY OF THE SOUTH UNE OF THE SELVA MARINA COUNTRY CLUB, LYING IN SECTIONS 16, AND 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, OWAL —. �'� COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS �• FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHEAST �, CORNER OF SELVA UNKSIDE UNIT 2 AS RECORDED IN PLAT BOOK 47, PAGES 85, BSA AND 858 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE SOUTH 0645'00 EAST. ALONG THE EAST UNE OF LOTS 65, 66 AND 67 OF SELVA UNKSIDE UNIT 1, AS RECORDED IN I PLAT BOOK 44, PAGES 23 AND 23A OF SAID PUBLIC RECORDS, A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 83'42'10' EAST. ALONG THE NORTH LINE OF SAID SELVA UNKSIDE UNIT 1. A DISTANCE OF 669.45 FEET TO THE WEST LINE OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 8373. PAGE 822 OF SAID PUBLIC RECORDS; THENCE NORTH 11'56'60' WEST, 1 ALONG SAID WEST LINE, A DISTANCE OF 319.44 FEET TO THE SOUTHWEST CORNER OF THOSE LANDS DESCRIBED IN OFFICIAL RECORDS 1 �(7 VOLUME 7910, PAGE 0958 OF SAID PUBLIC RECORDS; THENCE NORTH 2 78 EAST, ALONG THE SOUTH UNE OF LAST SIJD LANDS, A ' \'C DISTANCE OF 386.43 FEET TO THE WEST LINE OF' SELVA MARINA UNIT V N0. 4 AS RECORDED IN PLAT BOOK 30, PAGE 28 Of SAID PUBLIC RECORDS AND THE POINT OF TERMINUS OF THE SOUTH UNE OF SELVA I ,� - 1 G MARINA COUNTRY CLUB. Or ` ^- 1 As. 11 11 ... CD \ T NOTES S MSED ON THE No m um Or SELVA UNKSIDE UNIT 1, AN ! AS RECONOEO IN PUT KOK 44, PACES 13 D 23A OF THE 1 CURRENT PUBLIC RECRDS OF DUVAL COUNTY, FLORIDA. . \ . 1 . ...--• I t I to I I • m I • r- 1 . G. I I g I r I RECORDS VOLUME 652, PAG 464 ^ Z 1 OFFICE - 1 • I 9 N Tt 1 ?1 1 I 1 1 I 1 ---. I 1 N 1 • . 1p 1 8$ — — Toll IR s 4210 LOT T4 I R7» I L — T THE IT A EARS ED SEAL O A AND IPI M Rol LICENSED SURVEYOR ANO YAPPER, t�R RKI . T LOT A YAP IS FOR ORYA D MESS TM °U. Mil , W I �. • - T.-� '-- 711E ORIGINAL L RAISED SEAL OF A FlFLORIDA MIS / !R. . I N U. NI w . * S E L A L µ. PACES 23 � �^ ONLY AND IS NOT VAID. . vfi r I I SCALE: - PUT : L I DRAWN BY: , -TYlpiarin-awy.. .c , )-)e.._:7Z-2,(7-r) ...i n 7 -) / /1 , Alf / 7 FLA. 1977 LAWS FS 113.13 RAMCa FORM 409 Notice o Commencement N CP f . N To lvkam it may concern: 1.1 01 The undersigned hereby informs all concerned that improvements will be made to certain real property, !71 and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE 'i OF COMMENCEMENT. 0 . Description of property .. he ' z :� ✓ 367 F d' ,4 UC'Y�,r✓ ad/ /1 WI VI ON General description of improvements ... .fv. .i.ertfi¢ izel f.! .7. /.r /4147 u O 0 Owner . ..r/ -�., � rl . ` 0 Address G .di C4 Owner's interest in sire of the improvement F{yr.1.e.. Fee Simple Title holder (if other than owner) Name Address .... y � '� Contractor 04,/o. s e .4 . er..✓.G. — ,` .�� t�l Address /4/47. .. .,lst... .�. ` f..F ' � -. -- ..s.. J� �..1'i..�r� Z�.� Surety (if any) _ Address Amount of bond 5 Any person making a loan for the construction improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statues. (F111 in at Owner's option). Name Address This space for recorder's use only Owner _ ,,;:n ..t: `VV.i Jti Sw �/ d 'bra - e a day of ;ir ' ■ . / : + % ■ ��S�t��w» . t� '*7 ev . s _ '+ . • 1 . _ . rn� , : ,� A t - # 1. , lic, State of Florida c' -s g r.". -e -.gal! . , , 1t + ^,.,,., •.,,.ySK� �tK , A t 7;716b: � avP - c ro a. i ° ° Ann Mazgadonna ers al r*t n o V ' 4 `` ° Notary Public, State ofFlor dda r,. art c3 r��c �' �' ComtnissionNo. CC 5463s "0 o 0 t0µ ' ■ of a My Commission$xpires 04/L< &ri ` .1. 0 r , 1.800.3 NOTkRY Ftn. N� , Its M•M --I u .ink ,:o aye,i Z GI p N .+ O O 4 0 1 1 Ij 9 7 f 1 i f .+ /y ,..-44 ‘. CITY OF ATLANTIC BEACH j ; 800 SEMINOLE ROAD J s' ATLANTIC BEACH, FL 32233 ' " ' INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001853 Date 11/18/09 Property Address 1600 SELVA MARINA DR Application type description SIGN PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc 2 MONUMENT SIGNS 71X48 Owner Contractor C /CLUB, SELVA MARINA OWNER 1600 SELVA MARINA DR. ATLANTIC BEACH FL 32233 Permit SIGN PERMIT Additional desc . Permit Fee . . . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 5/17/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. Sign must be fully on SMCC property. Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a . . , . ;< *�T CITY OF ATLANTIC BEACH ri, 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 " BUILDING- DEPT@COAB.US `f3L 09- 1.IE BUILDING PERMIT APPLICATION DUVAL COUNTY LOT BLOCK SUB DIVISION ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL ❑ ALTERATION ❑ ACCESSORY BLDG. 1 84 �I A rid 4° AVM ` �j�/ ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ N/A I'' ❑ MOVE ❑ OTHER ❑ NO 9. NAME: 15. COMPANY NAME: 6 C .0 • 23. COMPANY NAME: sum* O t , 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 6 ©O i vA L A D . 25. ST OF FLORIDA LICENSE NO.: A n , 'Z 1 41 • 18. ADDRESS: 26. ADDRESS: [ •/ ,i , 0.. 91z z it 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 14. .. .• f •• L • u . • - .-7 11 ' -. EMAIL ADDRESS: 30. EMAIL ADDRESS: L. Lt b4/�+ 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is com nd= -t sarate permits must be secured for Electrical Work, Plumbin •, Si, ns, Wells, Pools, Furnaces, Boilers, He 1 an , Al [ • M i'1 n etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is acc =t. ! • t - all , OP . ' be •one in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the budding official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A + OTICE OF COMMENCEMENT MUST BE RECORDED AN S D t 1! • i OB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT 1 N 1 ° 6 SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO I OUR NOTICE OF COMMENCEMENT. Sign -te: / �L,��LL r• `r ■, Signed: Date: Be - me this ` • ay of ovew b e V , 2009 in the county of Before me this day of , 2009 in the county of Duv., tate of Florida, has •.ersona y app. -red Duyal, State I ' ., s personally appeared a I • t ' / herin by himself / herself an• affirms that al statements and declarations a . by rsel and d affirms that all statements and declarations are true and accurate. ',y true and accurate. Notary Public at Large, •? o V 'r 1 - , yy off r v - Notary Public at Large, State of , County of Personally Known '` : � :� ' MY CSMMISSI• ■ ' r a • - ❑ Personally Known ❑ Produced Identifi.« , . • r�`•,� XPIRE • Jul . 5 22, 2 r 11 ❑ Produced Identification - Notary Signature: /lff! ffer trffe V Notary Signature: 7 'aA �.....---74d' SC. e R(e.,L ° e..1 BLDG01 Permit Application Bldg: REVISED: 12/18/2008 s. . . . ' -- 1,, OnaitageW / „.., ,..0 ' ....', .or AY ... 1, .,0° ir Allet Adi 2139 teckerson Lane Jacksonvile, Faarkia 32207 396450 phone 3984159 fax nettereaclutebeISCODUIst enro • f ft i 411 i . ! , S 1 i V ,.1\ itt ,I A 1cs! i --\\- :\ (..' 0 I. :\ .1. R Y (.: L 1... 13 . ; : M ETIN . INDA, , A , .. . . . 55" .. ; . ,, . i :. 0 i . . i 1111.111111111111111111111.111111111 71 " 11 1 .„, , , ; , . . , , 111.1111.11.111111111.11.11111 , , . ,I" IIIIIIIIIIIIIIIIIIIIIMIIIIIIII , AN.......1.........., , .... ..... ... . 4 16" 8" Sign constructed of 14"M00 Exterior Signboard ...------- with Framed Lexan locking door. Installed on 2 4x4x8' Pressure Treated posts. • • 1 • ,* •• ilk • • * • 0 • • • • . • • • • 0 4 , 0 . : . • 12X12X24" FOOTINGS a 40 0 • • 0 • • • FILLED WITH CONCRETE —1PP' 0 00 • • • • • • 0 0 . e * • • 0 handcrafted signs since 1977 "............. ! ..., . 0 t _ 0 e ' – ' 4 ' ..... 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CD CD U) 4. \\, ci ,f(A..i a o ‘06° 0.. ,. .... \- .i-f{...; . 0 0 a) o o O 3 3 O o a) ET c R m .< 'r w c � o 3 v co N al 5 ca co r► O1 f7 O 3 'O 4 0 CD � 5 •J ft City of Atlantic Beach APPLICATION NUMBER I Building Department (To be assigned blithe Building Deliaitment)' ,�� 800 Seminole Road g } Atlantic Beach, Florida 32233 -5445 / , Phone (904) 247 -5826 Fax (904) 247 -5845 : E -mail: building- dept©coab.us Date routed: - /Ma q . City web -site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM roperty Address: oo 4k/ - ent review aired Yes No t .ppiicant: d /� - /��Q� a.. er �� in &Zon71111111111111111111 �� roject: ( ' ublic Utir . Giaz Fire Services _ - Other Agency Review or Permit Required Review Pe or Ve rified Receipt Date of i3y Florida Dept of Environmental Protection Florida Dept. of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS reviewing Department First Review: DApproved. ❑Denied. (Circle one.) Comments: A/At h4-4 - 4-. _ e t fif / jLe7?I't ?" 4,01.4c _ a __ 1.- NN5NIN Reviewed by: — Date: //'4 IN. Second Review: pproved as ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ��lJ..eAk_ Date: //:e f 7 FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05/14109 . • . • , z CITY OF ATLANTIC BEACH I ` � 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 0 11� 1 '' r � OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 J '/' BUILDING- DEPT@COAB.US 09 .,.�. ,. k. BUILDING PERMIT APPLICATION DUVAL COUNTY T-.17 _ _.._� _ _.. I ::!: _ r- eati_.,...• ., .. "'7 . ... ! r \'''-.07.171\.,.:777-r-'7 -_ _ I F ., :i. yo ,._._ � ,171 � l� �° 1 ‘ V .. ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT_ BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 11. 11 Nt n ) L:1..._ " 3 ❑ ALTERATION ❑ ACCESSORY BLDG. d'.J {",:i ;.'LJ c7 � _ °_`.. D4r,s�� A T1 ❑ REPAIR ❑ El POOL HER PA `�44 I A� / S ❑YES ❑ N/A T `� ❑MOVE ��. '^� El NO 9. NAME: A., 15. COMPANY NAME: COMPANY n I liN J A1�7] L ..nl ' 15 5�a 1 - Atr A /. .c • 23. COMPANY NAME. 'V1 ` (G 18. NAME: 24. LICENSEE NAME: 10. ADDRESS: • 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 600 •«. MAU 0 A 7)II. 18. ADDRESS: 26. ADDRESS: A (6 t L 3223 11... ✓ ICE P 0 : 12. F' J 0.` / / 19 OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 2 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: _ lir - . EMAIL ADDRESS: 30. EMAIL ADDRESS: L fro s L-._ , .((l.'�RnI n,An�,: l(U.4'LL 4 a o t o Ilt , ,, t i Wi4 a��'A 1:J4',4, : 31. NAME: 33. NAME: 35. NAME: _ 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ , _ .q[Nlrll °:e_�% -) 0 i'.°%' sa {i')Gir / Ae1r ir:eU n . Signed 5 %L�� /LL : .te: / 4 _,k, Signed: Date: Be , : me this fi { .ay of OV evr, b e V , 2009 in the county of Before me this day of , 2009 in the county of Duv.$1?S tate of Florida,has ersonal y app red Duval, State of Florida, has . personally appeared RI(. h erin by himself! herself an affirms that al statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. + true and accurate. 0141 ` Y F - - M1 Notary Public at Large, - o � County of V Notary Public at Large, State of , County of Personally Known ' `, ; 1, MY C • ■ - • • • - �.'.. A ❑ Personally Known ❑ Produced Identifi . / XPI � RE � Jull � � l22, 2011 � ID Produced Identification - Notary Signature: W � , Notary Signature: f ` ,....,4 l Tear SC--' Rt.e..si 04...1 BLDG01 Permit Application Bldg: REVISED: 12/18/2008 • . . notatZifteW 2133 Nkkerson Lane Jacksondle, Rorida 32207 3964950 ;We 390-8055 fax matitroaclusaelsoutfoet e-rali —i.-----i_ .,--- 1, et # ....pp- S F, 1 , V A MAR INA i C C I.. j N T R Y C L U B / MEETING MONDAY 55 . AT CLUBHOUSE 71 " A w e . rf c ,, antiiiRly A 1 .4,. , , , on IL 0 • ' sem I is approve ve es comp once zoning, • • • ning subdivision and other local land MIMINININ. =en with Florida Building Code and ell other applicable local, State and Federal permntin requirements alwa lir. orrn a irilIV-Iiiir.14111.1VIATe la IOU 1F•1 I 41' I lo OS 1 1,r . MIN Beach Building 0 'dal prior to the *warm 01 a 111 *Odin. Permit, MIPPIIHM."="13 --reir,11 iM [ 48" 16" Sign Constructed of 1 .6"MDO Exterior Signboard .,...- with Framed Lexan locking door, ,1 ...._ Installed on 2 4x4x6" Pressure Treated posts. ....._ ,. • 1 • l iP . • • i 0 * • • • • 40 0 441111 12X12X24 • • FOOTINGS .., 1 • • 1 • e 0 0 0 FILLED WITH CONCRETE ' • • • • • • 0 e • 0 ., ...0 . , _ • 0 - - 0 - 0 h art d c raftc.1. si II,. ri s s i il c e 1 97 . , 1 .., 7 7 / / („,,,,, c4 / 7,, / / .„ ,,,, /.. / , .\,....... / ,, ._......, • el) WI i. r" ofiixri — •;fit: -- ____ ---- ---- . ..., _ _ --- _ / 4 N 4 _,.. 14 '------ ----- ..,,..,, /,‘" / „5.,. 4,04-- - --- ,___ ...___ ... _ ___ ..„ / A / I ... ,/,,, City of Atlantic Beach N OV 0 a 2' 0:l APPLICATION Building Department 1 i (To be assigned bythe Building Depaitment:) 800 Seminole Road �, � � Atlantic Beach, Florida 32233 -5445 / g " 1a' °' .. Phone (904) 247 -5826 - Fax (904) 247 -5845 � O / ` . - : . s w E -mail: building- dept@coab.us Date routed:- City web -site: httpJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM /tt' Si ! l241i 7d1. " . -=�'- "' ent review - • uired Yes No roperty Address: --�y� h' ; ,ppticant: 0712 Ida- 4 7 - 1 sing & Zoni roject: `T) (Z) •; blic uti1' 7gIIIMIIIIIIIIIIII Fire Services WA •wrs Other Agency Review or Permit Required of PeReview rm it or VeReceipt Date i3y Florida Dept. of Environmental Protection Florida Dept. of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: AlP bate: i t- 0--0 TREE AD IN. Second Review: D4pproved as revised. `.enied. PU L WOR S Comments: . PUB C T IES PUBL AFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05114109 :, City of Atlantic Beach APPLICATION NUMBER . v0 (To be assigned by the Building De q a Building Department 800 Seminole Road ;� / ,�. . � Atlantic Beach, Florida 32233 -5445 y: Phone (904) 247 -5826 • Fax (904) - 9 E-mail: Date routed: building- dept@Coab.us / a - City web -site: httpJ/www.coab.us APPLICATION REVIEW AND TRACKING FORM roperty Address: Amp D cS V a - / / IA X14- �= ent review , aired Yes No -- }y� sail• • • �� ,ppiicant: dial/2 '��IVQ' /»QLf�a... .�_ = 11i g Zoni •111111111111111111 roject: (Z) � - ublic Ut 1F - 11111 Fire Services W �.� : s , xdrrL. -rte 32" �S S+ `� `° uT '"�: � ,° v $ Y R v,r o- t &�, }..� S . 0 C a Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS • reviewing Department First Review: ti ❑Denied. (Circle one.) Commef /')/ nt CC eye-tr 4j _ rh, S-9 Gam. y a BUILDING / 'LANNING & ZONING Reviewed by: lol Date: / /// TREE ADMIN. Second Review: approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: wised 05114109 ` L rau ma r r%JVII1 F[TT1-1 I Plan vv vnL vvviv 1 1 It i ° = %° ' � �, �, . .. . JS . 4 „ n4 , i' �.._,.u._. B ,441 . 4 ° .A .4° �O • • „fir , ,. s `.z rt.;S; 1 1° e ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT_ BLOCK_ SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL ❑ ALTERATION ❑ ACCESSORY BLDG. largeafftatiNgS* / 6- / ✓�S /” ❑REPAIR CI POOL / SPA ❑ YES ❑ N/A 'J ` `Q� ❑MOVE ❑ OTHER ❑ NO ;110 BERP-A 42,L, 6807117L k 9. NAME: C.c.. 15. COMPANY NAME: 23. COMPANY NAME: dS 4,1,Aig A �G 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: • 17. STATE OF FLORIDA LICENSE NO 25. STATE OF FLORIDA LICENSE NO.: 60 0 44.vi Meti.4 At Do. 18. ADDRESS: 26. ADDRESS: 32233 11. O + E P_F r2 7 I 12 ._ F!�( , I�O . ` 9 / Z / 19. OFFICE PHONE: 120. FAX NO.: 27. OFFICE PHONE: 28. FAX NO / CITY OF ATLANTIC BEACH �. 0�+Ay - i I I _.. I . I / ya 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 I 16 >'. OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING- DEPT @COAB.US 9. BUILDING PERMIT APPLICATION DUVAL COUNTY 2 710 o q !:: 7, , t.= x 3 I6 e ,0 0 , �°_lr A t ` o ., e o -- 7" ' � .i� IA '. 1. dS: � �.:..1� nYI'� >h� � �,�Rl.�_, - � �, n r :47 LMY .354 ' • „ z'' . ' W ,.,_. YZMo o t'' - . .. -- ._.. - '-f' . sj E 7-7. in NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL E .{'-'- - Y �.Fta ,,,,;;; ❑ ALTERATION ❑ ACCESSORY BLDG. ") :MT7n.la t• " ��J �Q� ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ N/A I✓ .7 ❑MOVE ❑OTHER ❑ NO 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: 54W A 6 141-irA C•e• 16. NAME: 24. LICENSEE NAME: • 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: / 600 1 i�iii4oA IV. A , -L 32Z3 18. ADDRESS: 26. ADDRESS: . • ICE P O. : 12. i 0.: 9141 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO 13. CELL PHONE: Z 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 1r EMAIL ADDRESS: 30. EMAIL ADDRESS: � IITTd -1:= Ulig Mat L��l`I0 f . 4 1 - f A ' '):Kr y iil t ral3 aa�'{�u'4YL,4) 5, i1 �� <% z - 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. iiro� ) ,l J"ir v a'v- i- 6 Y�` 7 a 1 °et " -^� "� , L.,..________,. t.�!�'7ia r,._lrl�l�q.„'C7a.� �i�)R ! , ,r_. �.._ �w i7lu(24r�aPi' ''1, Signe 4l�� o -te: y Signed: Date: Be - - me this ` f .ay of oVew, b e V , 2009 in the county of Before me this day of , 2009 in the county of Duv tate has of Florida, ersonaI app red Duval, State of Florida, has personally appeared R c112 -tr4 j herin by himself / herself an affirms that al statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate, true and accurate. OIL 4 Y IRENEE C - WHIal Notary Public at Large, •, o ? , County of Notary Public at Large, State of , County of Personally Known 't' MY C•MMISSI• ` • ' D • ' ❑ Personally Known ❑ Produced Identifi + XPIRE Jul Q 2, 2111 �� /si7lal'? �� +11L1b i ❑ Produced Identification - Notary Signature: a ,1 1� T ,iy "!v!� Notary Signature: /?‘....4 l ...--- ,t,d i c/le.--,i e Rte .ii a BLDG01 Permit Application Bldg: REVISED: 12/18/2008 FAO 44144.9a040.2 . d. du ... ......i er Cfrira 2139 Nickerson Lane Jacksonville, Florida 32207 5964950 More 3913-8855 fax m3tra3mallus@bellsoutttnet e-mail k 4. -----" 2:- , . k 0 . , i „ 11111 ' 1 S E I , V A Pvi A R I N A (2 0 LE N '1 R Y C L Li B / i 1 MEETING MONDAY 55" AT CLUBHOUSE f , 1 71" .COOKOUT JULY 4TH , . 1 . ..._ ... _. L 4 16" 8# Sign Constructed of 1 /2 " MDO Exterior Signboard with Framed Lexan locking door. ..„1--- installed on 2 4x4x8 Pressure Treated posts. ....,,.._,. • A 10 • • i 111 '- i 0 . • • • •. • 1 0 * . 4 01 0 . 110 12X12X24' FOOTINGS h I„ a • - • • . 0 • • 01 . 0 • 4 FILLED WITH CONCRETE —PP • • •• • , • • 0 ! • a h al si grxii s sirice 1 977 • CITY OF ATLANTIC BEACH " 800 SEMINOLE ROAD r•-• ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 0 111 9 `' Application Number 09- 00001335 Date 9/29/09 Property Address 1600 SELVA MARINA DR Application type description RIGHT -OF -WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc TELEPHONE CABLE Owner Contractor C /CLUB, SELVA MARINA BELL SOUTH TELECOMMUNICATIONS 1600 SELVA MARINA DR. PER M GRIFFIN 5/15/08 NO ATLANTIC BEACH FL 32233 LIC INSURANCE REQUIRED ATLANTIC BEACH FL 32233 (904) 256 -3182 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 9/25/09 Valuation . . . . 0 Expiration Date . 3/25/10 Special Notes and Comments Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247 -5834. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ?00 J , e s'- /r City of A each J tx7 r APPLICATION } [UMBER :i r ; . " Building Depa ' '= . p U„ - (To b e i g n e d b y 4 1e Build Department) -4 , „� 'x y 800 Seminole Road E ` ass a s p r rF ` Atlantic Beach, Florida 32233 - , *�� y ', ?.:1,;„;"/1-2.1 , ' Phone (904) 247 -5826 • Fax (904) 247 -5845 { " 7'4%4,41,4 r *� j .: E-mail : building- dept@coab.us ti Date ro t - ._` �.. L , L T - ,€. ,. City web -site: http: / /www.coab.us s 2 APPLICATION REVIEW AND TRACKING FORM Property Address: 4 D d JJVtL a ' T L G Department review required Yes No p Building Applicant: laSiilzrA Planning & Zoning li0/ l r� ,` ` Tr= - ' • ui'nistrator Project: 15 - demt. ...,.,� Public Safety Fire Services }` � a}7 ��... I4 ( F'n k ' -� A �ti i 1!'� v 3�� t ,j�7�.�.!�A.�� ,.'" „ �?.vl.� �x _au�^t :��. , t � F . � �� 4.a.._if� 1. ,c.C. .., .1;..6S�, n.<: na it Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLICATION STATUS Reviewing Department First Review: 4 Approved. ❑ Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed b Date: )i! TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 Public Works Plan Review Comments VA Date: Q/d131031 Initials: • Project Name /Address: J ( S6Lv c.0 ,4' Application Permit #: b —/ 3 3 5 �t Check Box Application Tracking Comments to Add Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right -of -Way Permit if using 0 right -of -way for construction parking. Provide a pre - construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased runoff. Provide Delta volume calculations and on -site retention required ❑ per Section 24- 66(b). (See attached info. Sheet) If on -site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right -of -Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW (Commercial driveways — 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P - Roll off container company must be on City approved list and cannot be placed on City right -of -way. ❑ 0 0 ❑ r4 ` 0 CITY OF ATLANTIC BEACH .6.:Asu CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS _ ,: ;- �- 800 Seminole Road 904- 247 -5800 - vv- Atlantic Beach, Florida 32233 -5445 Fax 904 - 247 -5845 Date4OU 7 &r /(, (9 PERMIT # ISSUED BY THE CITY Job Address /6700 Se f va mar Dr. Permitee: AT &T (fka BELLSOUTH TELECOMMUNICATIONS) Telephone # 904 - 7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE. FL. 32244 ATTN: Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE ° /}Tc#T :>I 93e tog 1 as n Location: (Reference to Cross - Street) BE P td -1. Applicant declares that prior ; ascertained the location of all existing utilities, both aerial and underground hown on the sketches. A Letter of Notification was n ( / / nicipalities: Jacksonville Electric Authorit `�—_. Yes( X) No ( ) Date: 9 " I (o - 09 Bell South Telephone Comp Yes ( ) No ( ) Date: Ferrell Gas Yes (X) No ( ) Date: 3- Ito - 09 . Comcast Yes (X) No ( ) Date: `1 i to - 09 2. Whenever necessary for the lent, maintenance, safe and efficient operation, alteration or relocation of all, asement as determined by the Director of Public Works, any or all of said other facilities and appurtenances authorized hereunder, shall be immedi, or easement or reset or relocated hereon as required by the Director of Inse of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone #: 904- 393 -4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER nn p SignecInt46 -2 I aCIA -e I Date: �� Before me this day of in the County of Duval, State Of Florida, has personally appeared IV, r ..it t AR o.n Notary Public at Large, State of Florida, ounty of Duval. 4/447 My commission expires: J i /`' /v ` or -rsona y Kno • p .. g- . . entification: " 7t B ARRY 8. WOODS 9; ,,, MY COMMISSION # DD 612233 • _ . EXPIRES: November 8, 2010 9a nm,xoWyrublound . m pe _................. 1 -VICINITY MAP — G 0. \ ( 9 vo ® WORK LOCATION 0 PROPOSED 4X4 _ ._ f SPLICE NT • 1 1 B m B © B 1 1 m ® 13 - - - T B © 2 r o Q PULL ANMW Q 12 DUCT E/W (I w m ea -1 ®: OC B- 1) B O C ore r- 9 1 s EXI STING AT& MANHOLE • • C.I) rr T.� r —a /15/2009 3:36:08 PM • S rLy ; , City of Atlantic Beach A NUMBER S Building Department ._ () (To be assigned by the Building Department.) 800 Seminole Road 7�' ' 15 - Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5:45 S E P 2 4 2009 'r E -mail: building- dept @coab.us D ate routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � 11 J �/ V4 ��Q / & Department review required Yes No p rtY Building Applicant: 1 11 Planning & Zoning Tr inistrator Project: 1 � ► 7 � G 0,4 Public Utili •- Public Safety Fire Services necw y �. LY ¢� '.G'dF'H` r amore., y q 5 ..1 - "'Yt -F z.,<• ar r ss ^' 3 c f a5 pMS, ,p Other Agency Review - Date Florida Dept. of Enviro Florida Dept. of Transpr r k e./ St. Johns River Water ICI Army Corps of Engineers J Division of Hotels and Rest Division of Alcoholic Bevera� Other: Reviewing Department First Review: (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rt P .. :- i'� CITY OF ATLANTIC BEACH ,t 1 a , "' yr y 'J CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904 - 247 -5800 \JFl19 Atlantic Beach, Florida 32233 -5445 Fax 904 - 247 -5845 Date 4' -/n Y /(u, ,9009 PERMIT # ISSUED BY THE CITY Job Address / (o00 5e I va mar Dr. Permiee: AT &T (fka BELLSOUTH TELECOMMUNICATIONS) Telephone # 904 - 7779052 ext 320 Permittee Address: 7666 BLANDING BLVD JACKSONVILLE, FL. 32244 ATTN: Nicole Padron Requesting Permission to Construct: TELEPHONE CABLE - AT-4T :1 93e tog f 20 n Location: (Reference to Cross - Street) BE PL , d 1. Applicant declares that prior ; ascertained the location of all existing utilities, both aerial and underground R hown on the sketches. A Letter of Notification was n / / inicipalities: Jacksonville Electric Authorit Yes (X) No ( ) Date: 9 - i to - 09 Bell South Telephone Comps Yes ( ) No ( ) Date: Ferrell Gas Yes (X) No ( ) Date: 9 - 11.0 - 09 Comcast Yes (X) No ( ) Date: 9 1 to - 09 2. Whenever necessary for the lent, maintenance, safe and efficient operation, alteration or relocation of all, asement as determined by the Director of Public Works, any or all of said other facilities and appurtenances authorized hereunder, shall be immedi, or easement or reset or relocated hereon as required by the Director of nse of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of CLINT STRICKLAND (Contractor's Project Superintendent) located at Telephone #: 904 - 393 -4958. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again immediately upon completion. OWNER pp � ,e Signed:` - Ott Pa t. 'r N Date: � ' � � Before me this day of in the County of Duval, r � State Of Florida, has personally appeared 1]), toi< Yn, ;Q.cr1 Notary Public at Large, State of Florida, County of Duval. i � ` � �� My commission expires: i 1 /6 faofO c% y ' •' -rsona y Known' or _ Pros es •entification: BARRY G. WOODS 1 d• MY COMMISSION # DD 612233 i j�� ;;T EXPIRES: November 6, 2010 , A,f tats' Bonded Thru Notary Pubic Underwriters ■ Public Works Plan Review Comments Date: 1 12 `Pf 4q Initials: Project Name /Address: ) ( Se)Va � aR�n_ T i vc Application Permit #: 09 - 133 Check Box Application Tracking Comments to Add ;Comment Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right -of -Way Permit if using 0 right -of -way for construction parking. Provide a pre - construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased runoff. Provide Delta volume calculations and on -site retention required ❑ per Section 24- 66(b). (See attached info. Sheet) If on -site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right -of -Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool - Wellpoint (if used) must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW (Commercial driveways - 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P - Roll off container company must be on City approved list and cannot be placed on City right -of -way. ❑ 0 0 0 ❑ - VI CI NI TY MAP - , � %i T • LUB WORK LOCATION 0 PROPOSED 4 X4 SPLICE PIT w 6 �2 B r -� � m ® j/ E - B © C7 0 Q °z © PULL ANMW -! DUCT E/W (1 m m :OC I - B B 0 CONS B EXI STING AT& MANHOLE (Jr) (T1 a> _L> / 3 36 :08 PM I -c7 • • • • • • ` CITY OF ATLANTIC BEACH S1 \\ \ \ s \\ i '� � \ "i 'us s4 d. a\ .� \ s �sa� L e W s ` r \ ��\ s 3 t r sn; � s ? 3\\s `sx 1 4 t \ \�9 H � a s \ `�u.�"�� ', \^s s l y+`x' to �° ? 'F } ,1�, s \ v s � ao E x s1 e� \\\\s�'�, Iz �s \�sWh\a s v v ��.. f �. l :a. � v� � l � � .� A S es )�� 's ,.� , • 800 Seminole Road • Atlantic Beach, FI. 32233 -5445 • Building Department • Telephone: 904 - 247 -5826 • Fax: 904 - 247 -5845 • Email: sgraham(a�coab.us • ,56/4A1 To: Wid-e Fax# From: .5#141 Date: 9/g9/6 � y Pages: L7 Re: ❑ Urgent ❑ For Review ❑ Please Reply • • • • • • • • • aJ 1 11 V11 60/V1420 Pos!Ael :a }ea :Aq peme!AeH :s ;uewwoO •paluaa' •p aslnaJ se penal :Me Ae� paiyl S8OIA J S �2�Id :a }ea :�(q pemalnad A18d`dS all8fld 5311 OI 8fld :s ;uawwoa SCI OM 18fld •pe!ueaE •pas se penoaddvE :nnaina� puooe NIWad 2 3: 1 - 1 - ____ :a }ea q pannalna�l ONINOZ'2 ONINNt/ld ONlallfl8 :s ;uawwoa (•euo °loin) paluaa� •panoJddy :memeu ;said ;uewpedea 6uinnaina� Sf11V.S NOIIVOI1dd`d • :Jay ;O 000egol p ue olloyooly ;o uolsln s ;ueJne } sad sa6eJeAe9 { pue sla }oH }o uolslnla sieeul6u8 1 o sdJOO su �( wJy ;ou ;sla ; uewa6euelN Ja ;eM Janl�l y • ;s uol;epodsueil • ;daa eP!JOld uogoa}0Jd le;uawuonnu3 }o }o }daa e Pl J oId e ;Ea Ae pe!i!JeA l!uued ;o peJ!nbe Willed 'I° me! naN l�oue6d Jay ;p ;diaoa?j Jo nnain01:1 ��k� 4 r ...iioz � aarl ie6lg --.daa, r k r F aa}xMalna SeOlMeS aJld / } ollgnd -! inn ollgnd , ��. ,.,....... d _. - `' - //I 'it" : }oafoJ Jo }eJ}slul J1 lt 6uluoZ 6 u l uueld , ! / / :lueo!Idd) BulPllne � ON seA peiinbei McVtal uauJ}Jedea �� b� /B '1��13 (` Q Q :ssaappb► /�}aadoa� V IOI °NINON/NI aN�J M3I/ia?3 NOI1�/3Ildd�d ___ sn • nrunnn / / :a ;l s g ann lC �, pa ; a ;4 sn•g ;da p - 6 u 1 P1!nq :Lew r «F`oJ 6O C� 5 9V89-LVZ (V06) Xed 9Z8 LVZ (V06) auoyd >F s �= , SVVg ePlJ Old ` y oea 8 of ;Uel�b u , , ►.�.►► ! Peon{ alou 008 ( ;ue w}Jedea 6uiPI!n !: �4Pau6is e q oi) ' � 1111P" 4uewpedaa 6 �i� ` s�' • �1 88Wf1N NOIl` .- 5 d�1 yoeag of ;ue� }d 10 A113 � r , °s., A - ,T rn. CITY OF ATLANTIC BEACH % , " ' A i , 800 SEMINO ROAD j � .�� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001048 Date 7/20/09 Property Address 1600 SELVA MARINA DR Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc ac hook up Owner Contractor C /CLUB, SELVA MARINA AMERICAN ELECTRICAL CONTRACTOR 1600 SELVA MARINA DR. Q /A:GRASS, ROBERT ATLANTIC BEACH FL 32233 5065 ST. AUGUSTINE RD. #3 JACKSONVILLE FL 32207 (904) 737 -7770 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 1/16/10 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. & A 'rf CITY OFo ATLANTIC BEACH , � O8- i. 800 SEM INOLE RO AD ATLANTIC BEACH, FL 32233 ' r OF (9047 586 FAX NO.:(904)247 -5845 aY BUILDIN)24 -2 G DEPT @COABUS " ifstyfr ELECTRICAL PERMIT APPLICATION DUVAL COUNTY El NO 1 (0 0 0 =)/()c, Olari /) co ❑ YES PERMIT #: PROP latl lr �CWVNER 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS. CL. y B. PHONE: G, . 1(:)0 . � . .ELE C RI COT � ; � /// /('� - ' �{" /� z 8. DRESS.: � _,,., � T ` ' 9. STATE OF FLORIDA LICENSE NO::f ..j ,,, eee �� C 10. CELL PHONE: / / �,7 NO .: i e ' � " 12. EMAIL ADDRESS: / 4 11. FAX NO.:/ �J /! ✓ 13. OFFICE PHONE: •'�'� �/J - '"�'�l) / rJ/ / . /,,, 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all •rk will b- p rformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and ' if work i . not co = ced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months y timee / / after w ' e• ,• enced CONTRACTORS SIGNATUR �,t /" A l�1 / 16, GLASS OF YV K,.. 1t; SERVICE, '` . * METER NUMBS ' ❑ MULTI FAMILY — # OF UNITS: ❑ RESIDENTIAL ❑ SINGLE FAMILY ❑ TEMP SERVICE MERCIAL ❑ ADDITION ❑ TRAILOR 9,.130.01 i , . ,: ;`. :... ; ,t,.. «, ,49 ..CU NTCODL.. , m ❑ ALTERATION ❑ SIGN LD ❑ NEW ❑ '05 NATIONAL ELECTRICAL CODE I;kREPAIR ❑ POOL / SPA ❑ REWIRE ❑ OTHER: 4 . , b,. : _ ,; ... _ ,.i., , ,0, .. ..,.. w ; 148T AL.141•I C1'RfC Vl oAkk $ ? , ; ;; 20. TYPE OF SERVICE: ❑ OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: rr FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI - FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0 -30 AMPS: M� 31 -100 AMPS: OVER 100 AMPS: ... v„,4 F !` ^ J . .,., #. . , ;'� .`�.. .� „., ;,,. . ..o « , ,. 32'Y OND NING '`, i t ^..G. . e.. a, _ _ # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: u OTOR �b 4 33, Mti �: s z .p . .� ., ,, . v... s .ws � �c.r«.� .. .. ...e ,. + .. ..,, kd,n 8„ . ,., .. M,., .a. ,xL � � ,� `:` . , e,. „. NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: Y �e . xx.,. ,. a:a. �s Est �sv.'u� :se ; AIgfa 5:� :�i«la' a.S. rro e, r sue , .. s ...,. ,o ... 4x. I :!',P 1 * .. ,Y; 4 -.lat r..tWa t roihVi .. . a. UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: Y, 4, fr; x 1 .. .:,- .s ,.! ... g;.;i -e! "1 i'L . ".44 4„, ., C j Ts T _ ' , .Ac"` 42iii :s1:��', , ? .,L w 1, :- >:: .,. , .'.4,, : i DESCRIBE IN DETAIL: °C t De P e 1 I 4 C 3 COAB FORM BLDG02: REVISED: 1/10/2008 , ' F p a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 09- 00000933 Date 7/01/09 Property Address 1600 SELVA MARINA DR Application type description SIGN PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc NEW SIGN FOR THE COVE Owner Contractor C /CLUB, SELVA MARINA OWNER 1600 SELVA MARINA DR. ATLANTIC BEACH FL 32233 Permit SIGN PERMIT Additional desc . Permit Fee . . . 65.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date . . 12/28/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2004 FLORIDA FIRE PREVENTION CODE 2005 NATIONAL ELECTRICAL CODE Fee summary Charged Paid Credited Due Permit Fee Total 65.00 65.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 65.00 65.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA Bt ILDING CODES. b /6 io $i'rai` 4M71 k—. smc127131_sign_rSG:Layout 1 6/2 5: 44 Page 1 r h t it 6 '� '� ..i,..,�. ,.k R�yr f , . ,, 1.e.E: —i 1 $ i �: AT SELVA MARI Th Last Great Neighborhood in Atlantic Beach i. ly 98 90 bwA J P 1 , ' www.TheCovedtSelvaMarina.com • er .. Mnrferedex b Reall a ',..r . g �� Prudential * Network Realt Anlube N�.NWx.l.p lkRMgY ,.i..,d ReWE.ln piwe'� � A . Si��sr As v «w f� -� � D2r� FILE COPY smc127131_sign_rSG:Layout 1 6/26/09 5:44 11) Page 2 c 'I raw✓ AT SELVA MARINA 7be Last Great Neighborhood in Atlantic Beach Stw✓1/46 &- q-s to wo) 7 c 4 (_ or 5i‘,v ) 1�-. City of Atlantic Beach �j ` APPLICATION NUMBER r 'i Building Department l' (To be assigned bb the Building Dep aitment:) ( '' 800 Seminole Road (/ 7 — Q 93 3 <� ,- „1-.:, Atlantic Beach, Florida 32233 -5445 ' Phone (904) 247 -5826 • Fax (904) 247 -5845 /9 9 , /� „ D} E -mail: building- dept @coab.us \� • Date routed: ... [8 �Z�1 0 5 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: // O J ii. /hai --h GL.. c r _ - , It review required ify No Applicant: S.11/a. A Q ri'no_ CO (IL i B - anning & Zoning / free Adm ni ator Project: Ni, 0 �� /J Public Works Public Utilities Public Safety Fire Services Rev ew f61 T '-�• b x y, r 4 i �'G � yF,S”" s x a � J.S`L',T' � "i�Y a. � 4 I . � =v$ . �:, :., �_ e fi�Si natr.�,re��•��t,�a�:�.�.. �...�.: N_ ,. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: ` s Date: 6 - 3 0 - - o q TREE ADMIN. Second Review: [Approved as revised. [Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I !Approved as revised. I !Denied. Revised 05!14 /G9 �/� : • ' r CITY OF ATLANTIC BEACH f 09- I ,.f � / 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 iii I I J t J - �r ? � OFFICE: (904)247 -5828 • FAX NO.:(904)247 -5845 BUILDING- DEPT(d COAB.US J -= BUILDING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADDRESS: 2. VALUATION OF WORK 3. SQ. ET. UNDER ROOF ,DV 5944 444124444 , a.. 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT BLOCK_ SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. DESCRIPTION OF WORK: ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: /V A F r C n.1 sik N / ❑ REPAIR ❑ POOL/SPA ❑ YES ❑ N/A �/ ❑ MOVE ❑ OTHER 1 ❑ NO PROPERTY OWNER: CONTRACTOR: ARCHITECT / ENGINEER: 9. NAME: �� 15. COMPANY NAME 23. COMPANY NAME SF. t4v.4 M* Cov -' _ //� v 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: / 6 961.444" /14444A44-42- , 18. ADDRESS: 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: / 28. FAX NO.: lYb • 9827 A 9/0-1 13. CEIt PHONE: 2? y � 21. CELL PHONE: 29. CELL PHONE 14. EMAIL � AD A DRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: �1 CA1L oW e a e7rafetva.4- 06"3/6"/ 6 4 ba, FEE SIMPLE TITLE HOLDER: BONDING COMPANY:- MORTGAGE LENDER OF OTHER THAN OWNER).. ., 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: - YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - ' OWNER or AGENT CONTRACTOR (If Agent ower of Attorney or Agency Letter Required) l99 (Qualifier Only) - Signed: / Q Date: G //2 9/0 9 Signed: Date: Before me this C rI day of e , 2009 in the county of Before me this day of , 2009 in the county of Du P b.1 - i-,4 of Florida, has personally appeared Duval, State of Florida, has personally appeared 4 Le / / herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large, State of FL , County of bk,A, Notary Public at Large, State of , County of ❑ Personally Known ❑ Personally Known produced Identificati, i 4 _ ❑ Produced Identification - Notary Signature: _ & a tVa , ) Notary Signature: ''" x . _ COMMISSION IR DD 7E16094 .. EXPIRES: May 6.201 n • BLDG01 PermitApplicztion Slag: REVISED: 1211S/2000 ' 1, ' - b_c_, 412A■cFi �, -t� _ : City of Atlantic Beach \4 NUMBER <, Building Department epartmen l ib - (To be assigned b the Building De • artment:) 7 800 Seminole Road � Atlantic Beach, Florida 32233 -5445 �a 1�9 a Phone (904) 247 -5826 • Fax (904) 247 -5845 E -mail: building- dept @coab.us ` Dat routed: Ce a� d City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /6uio ijrt1: // ' - cPr s y .t review required Yes No Applicant: d � All ri i& CD �'y aI B ' - anning & Zoning / ree Admirn ator Project: Ni ,31a A) I/0" Public Works / Public Utilities Public Safety Fire Services NERref$IVREPTRUCURWilganWORATORETONWZ6R Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Ell roved. ❑Denied. (Circle one.) Comments: BUILDING y� CANNING & ZONING y A 6 �� 9 7 Reviewed b : � Date: U TREE ADMIN. Second Review: A roved as revised. ❑ pp EDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. (Denied. Comments: :e: tr iva by: Date: Revised 05//4109 � D E S I G N 3N ILK .. G R O U P 456 Osceola Avenue • Jacksonville Beach, FL 32250 PH:904- 246 -5060• FX.904- 246 -9008 www.benchmarkdesigngroup.com 71 7 • k �� t 6Nfr r 0 scieeziev \ - g., • G I I s s " 1 � 0 \\.....„.... a ( . 1 I (LI a o e 8 is Ity of Atlantic Be4ci 4'Ia ' g and Zoning Department This approval verifies compliance with applicable � �� 'G toning, subdivision and other 2i\o development regulations, but does not constitute approval for the issuance of permits. Compliance ,� Ith Florida Building Code and all other applicable F cO� /`�'T ..s -- / '` ' /' cal, State and Federal permitting requirements must be verified by s'z nature of the City of Atlantic Beach Building • Al prior to the _ uance of a /Ie 7P Se.OIti1Nng Permit. Approved By: -I 11...4 4. . t - Date• 0 4 -2 , .: Ve . pment • .,. . CC ity City Co^u.tnissaon RECEIVED K ,y Manager Ci y Attorney 5s MAY 2 3 2007 : ! ❑ attic OFFICE OF THE CITY CLERK 5 i 1! ' Date: STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" THOMAS G. PELHAM CHARLIE CRIST Secretary Governor May 21, 2007 The Donald M. Wolfson Mayor, City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Dear Mayor Wolfson: The Department has completed its review of the City of Atlantic Beach proposed comprehensive plan amendment. Our reference number for the amendment is Atlantic Beach 07 -1. We reviewed the amendment for consistency with Chapter 163, Part II, Florida Statutes, and Rule 9J -5, Florida Administrative Code. The Department raises no objection to the proposed amendment and this letter serves as the Department's Objections, Recommendations and Comments Report. However, based on the report that we received from the Florida Department of Environmental Protection (DEP), dated May 14, 2007, we offer the following comment for your consideration, regarding the proposed future land use map change for the 27.34 -acre property (Selva Marina Country Club): Comment: According to the DEP, the site may be contaminated. To ensure the protection of the health and the general welfare of the public, we recommend that the applicant of the amendment contact the Waste Cleanup Section of the Orlando Office of the DEP to verify the presence of soil and groundwater contamination for the site. If contamination is confirmed, further assessments such as Contamination Screening Evaluation, similar to Phase I and Phase II Audits, may be required in order to delineate the contamination plume. Dewatering activities associated with construction may be discouraged in order to prevent uncontaminated areas from contamination. We have enclosed a copy of DEP's letter and comments from other state and regional agencies. For your assistance, we have attached procedures for transmittal of the adopted comprehensive plan amendment. Please make this letter available for public inspection. 2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399 -2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: http : / /www.dca.state.fl.us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING HOUSING & COMMUNITY DEVELOPMENT 2796 Overseas Highway, Suite 212 2555 5humard Oak Boulevard 2555 Shun Oak Boulevard Marathon, FL 33 050 -2 22 7 Tallahassee, FL 32399 -2100 Tallahassee, FL 32399 -2100 The Honorable Donald M. Wolfson May 21, 2007 Page 2 If you have any question about this matter, please contact Joseph Addae - Mensa, Principal Planner, at (850) 922 -1783 or Joseph .addae- mensa@dca.state.fl.us Sincere , r Mike McDaniel, Chief Office of Comprehensive Planning Division of Community Planning Enclosures: Review Agency Comments cc: Sonya Doerr, AICP, Community Development Director, Atlantic Beach Ed Lehman, Growth Management Director, NEFRC ��.��QR01KEION r.,,',1,, ,...e.-.;.' • (la] Crist Florida Department of G ,...,. A ;.; , \ Environmental Protection Jeff Kottkarnp �� Marjory Stoneman Douglas Building Lt. Governor ..r- FLORIDA 1 3900 Commonwealth Boulevard :Michael �� .Sole Tallahassee, Florida 32399 -3000 Secretory May 14, 2007 Adendum Mr. D. Ray Eubanks Bureau of Local Planning Department of Community Affairs 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 Re: Atlantic Beach 07 -1, Comprehensive Plan Amendment ORC Adendum Dear Mr. Eubanks: The Office of Intergovernmental Programs of the Florida Department of Environmental Protection (DEP or Department) has reviewed the above- referenced amendment submitted by the City of Atlantic Beach under the provisions of Chapter 163, Part II, Florida Statutes (F.S.), and Chapters 9J -5 and 9J -11, Florida Administrative Code (F.A.C.). The Department provides the following comments and recommendations to assist your agency in developing the state's response to the proposed amendment. Upon further review, it appears that there is a potential contamination site within the parcel proposed for the future land use map amendment. The Department recommends that the applicant contact the Waste Cleanup Section in the Department's Central District Office, in Orlando, to verify the presence or absence of soil and groundwater contamination for the subject site. If contamination is confirmed, further assessments such as a Contamination Screening Evaluation (similar to Phase I and Phase II Audits) may be required to delineate the contamination plume. Dewatering activities associated with construction may be discouraged if there is a likely potential to spread contamination to previously uncontaminated areas. Thank you for the opportunity to comment on this proposal. If I may be of further assistance, please call me at (850)245 -2172. Sincerely, SER Suzanne E. Ray Office of Intergovernmental Programs / ser , it fort' PI 0:cc Lt(.. n. 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'iC� - - q� ..,r',4-' fit "N't tiI t L :, r 'I' AI t � . 1-4.w 1t " < ° ' . "'s • '`4.9 �i IR i '''¢'f 1 ••• ,,• _ "...,} ..i ra ,a . f id '• • 4 . -,• -7 4 , • - f ' , . . , u r • 1 1 / �. s y1 t . � - — * � fi i t ,1 1. Y -' _ ` }� ' • '' - �' o t • V' { t a ri ,f" r A. 1, li ..Sr C .. 2�w ix'it' F$r e ` y +:� 1 L i rl r • ' S e' r ' 7' 7 ;y • .r • + i T-1 .? - .e: ' ` , tE ' i f� 1 ', L< � 3. �; * � +fi w"•••77-:-.,)1,p �' '?ir` L •. = , - • rr r 7 Y w • 1 L at� i M ` �— - J I j Y 7": C ' t 1, r• - " mil 777"' E • t i j0 • ' , j i � �J y 'IRA �` + � 4 Legend, �z 2 tr 1 °err Petroleum Contamination Monitoring (PCTS) from STGM ! 4 1 - ,, ,,. 1 . , , ,,:f . d , � > ' r ':1► ter-_ - , YA s ' . 1; FLUM 1.27 acres •... I r t _ 5/14107 ®5, , 0 ,4W6 q� SIM St. Johns River / Water Management D V.04-0"400/ strict 44 /40HMEY . Kirby B. Green III, Executive Director • David W. Fisk, Assistant Executive Director 4049 Reid Street • P.O. Box 1429 • Palatka, FL 32178 -1429 • (386) 329 -4500 r` On the Internet at www.sjrwmd.com. April 20, 2007 D. Ray Eubanks, Administrator 9 APR 2 3 2007 Plan Review and Processing Department of Community Affairs 2555 Shumard Oak Boulevard • Tallahassee, FL 32399 -2100 Re: City of Atlantic Beach Proposed Comprehensive Plan Amendment DCA Amendment #07 -1 Dear Mr. Eubanks: St. Johns River Water Management District (District) planning staff have reviewed the above- referenced proposed comprehensive plan amendment. The plan amendment submittal package contains one future land use map (FLUM) amendment and text amendments to the Intergovernmental Coordination and Capital Improvement elements of the City's comprehensive plan. District staff review focuses on water supply availability and related water resource issues in an effort to link land use planning with water supply planning. In the review of water supply availability, District staff consider infrastructure, permitted allocation under the District - issued consumptive use permit (CUP), and source. District staff have no comments for the FLUM amendment or the text amendments because no substantial water supply availability or related water resource issues were identified. We appreciate the opportunity to provide_comments. If you have any questions or need additional information, please contact District Policy Analyst Geoffrey Sample at (386) 329 - 4436 /Suncom 860 -4436 or gsample @sjrwmd.com. Sincerely, Linda Burnette, Director Office of Communications and Governmental Affairs LB /GCS cc: Sonya Doerr, City of Atlantic Beach Caroline Silvers, SJRWMD Brian Teeple, NEFRC Melinda Granlund, SJRWMD Jim Quinn, FDEP Geoffrey Sample, SJRWMD Jeff Cole, SJRWMD GOVERNING BOARD David G. Graham, CHAIRMAN John G. Sowinski, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, TREASURER JACKSONVILLE ORLANDO BUNNELL JACKSONVILLE c„enn ti u,,r,nom Wflh rn W Kerr Ometrias D. Lona W. Leonard Wocdd Northeast - - Florida r > ,Fr Regional , , ' Council Bringing Communities Together Baker • Clay • Duval • Hagler • Nassau • Putnam • St. Johns MEMORANDUM G,i DATE: March 26, 2007 L ` =IJ1 TO: Northeast Florida Regional Council THRU: Planning and Growth Management Policy Committee FROM: Edward Lehniar�, Director of Planning and Development RE: City of Atlantic Beach Transmitted Amendment 07 -1 Scope of Review The Regional Council received City of Atlantic Beach Transmitted Amendment 07 -1 on March 20, 2007. Pursuant to Chapter 163, Florida. Statute and the contract between the Department of Community Affairs and the Regional Council, staff reviewed the Transmitted Amendment for adverse impacts to Regional Resources and extra- jurisdictional impacts. Staff has prepared this Objections, Recommendations, and Comments report to send to the Department of Community Affairs upon approval by the Council. Amendment Summary City of Atlantic Beach Transmitted Amendment 07 -1 consists of one proposed amendment to the Future Land Use Map (FLUM), as well as City- initiated text amendments to the Capital Improvements Element and Intergovernmental Coordination Element to update and bring those elements into compliance with the requirements in Senate Bill 360. The City requested review of the FLUM amendment, but requested no review of the text amendments. Future Land Use Map Amendment The FLUM amendment proposes to change 27.34 acres from Recreation and Open Space to Residential, Low Density. The property is located along the west 6850 Belfort Oaks Place • Jackson ille, FL 32216 • (904) 279 -0880 • Fax (904) 279 -0881 • Suncom 874 -0880 • Suncom Fax 874 -0881 u I__ c._.. ,.•.,.., - F.r nrn • C..,... nofrr ^n.n nrr% Board Memorandum March 26, 2007 Page 2 side of Selva Marina Drive at Country Club Road. The project is bordered by Rural, Low Density land use to the east, north and west with the Selva Marina - and Sevia Linkside subdivisions, with City of Jacksonville land bordering to the north. The property is presently developed as a golf course with country club and club facilities, with the larger portion of the golf course located within the City of Jacksonville adjacent to the north. The purpose of the land use change is to facilitate reconstruction of the golf course and clubhouse. The Club wishes to redevelop that portion within Atlantic Beach with residential use to support the cost of rebuilding the golf course and clubhouse. City staff notes that the proposed change is to a land use that is consistent with the character of the area. City staff recommended that the approval of the transmitted amendment be subject to a) a traffic study verifying that the proposed development does not exceed a di minimus transportation impact, which will determine the number of units; and b) the traffic study will also address consistency with the 2005 Hurricane Evacuation Study. Comment: Any traffic analysis as required by the City should be included with the adopted amendment. Staff notes that no traffic analysis has been included with the data and analysis for this transmittal. • Text Amendments Capital The text amendments are City- initiated text amendments o the Element to bring Improvements Element and the Intergovernmental Coordination these elements into compliance with SB 360 requirements. The City requested no review of these text amendments. Policies G.1.3.2 and G.1.3.3 have been added to the Intergovernmental Coordination Element. Policy G.1.3.2 states that the City will coordinate with affected jurisdictions and agencies, including FDOT, regarding mitigation to impacted transportation facilities not under the City's jurisdiction. Policy G.1.3.3 has been added that states that the City may enter into agreement with one or more adjacent local governments in order to address cross - jurisdictional impacts of development on regional transportation facilities. Objective H.1.1 of the Capital Improvements Element has been revised to closely reference language from S. 163.3164, F.S., and Rule 9J- 5.003, F.A.C. The new objective requires capital projects to be evaluated annually, and when financially feasible to become part of the five -year CIP. Policy H.1.1.1 changes the r .• ' A , ' „, , r : FLORIDA DEPARTMENT OF STATE z% / c Kurt S. Browning ' Secretary of State DIVISION OF HISTORICAL RESOURCES April 3, 2007 Mr. Ray Eubanks Department of Community Affairs Bureau of State Planning 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 Re: Historic Preservation Review of the Atlantic Beach (07 -1) Comprehensive Plan Amendment Dear Mr. Eubanks: According to this agency's responsibilities under Sections 163.3177 and 163.3178, Florida Statutes, and Chapter 9J -5, Florida Administrative Code, we reviewed the above document to determine if data regarding historic resources have been given sufficient consideration in the request to amend the Atlantic Beach Comprehensive Plan. We reviewed one proposed amendment to the Future Land Use Map, in addition to text changes to the Capital Improvements and Intergovernmental Coordination Elements to consider the potential effects of these actions on historic resources. While our cursory review suggests that the proposed changes may have no adverse effects on historic resources, it is the city's responsibility to ensure that the proposed revisions will not have an adverse effect on significant archaeological or historic resources in the City of Atlantic Beach. If you have any questions regarding our comments, please feel free to contact Susan M. Harp of the Division's Compliance Review staff at (850) 245 -6333. Sincerely, --)<)_' cl i Ca.--- Frederick P. Gaske, Director xc: Mr. Bill Pable 500 S. Bronough Street • Tallahassee, FL 32399 -0250 • http: / /www.flheritage.com 0 Director's Office 0 Archaeological Research ✓ Historic Preservation 0 Historical Museums (850) 245 -6300 • FAX: 245 -6436 (850) 245 6111 • FAX: 245-6452 (850) 245 -6333 • FAX: 245 -6137 (850) 245-6100 • FAX: 245-6433 ❑ Southeast Regional Office 0 Northeast Regional Office 0 Central Florida Regional Office (S4.11 Al(1711 rt • R AY.11 ( !WAN R')::_;fldS • FAY. g');_;11,11 (R1 Al )77_212.11 • FA Y. 777_7+1!1 Er6.:y Manager City Attorney MAY �Tru ❑ Press MA !� 2 s` a ❑ File OFFICE OF THE CITY \ Date: 6- 23-0-7 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" CHARLIE CRIST THOMAS G. PELHAM Governor Secretary May 21, 2007 The Donald M. Wolfson Mayor, City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Dear Mayor Wolfson: The Department has completed its review of the City of Atlantic Beach proposed comprehensive plan amendment. Our reference number for the amendment is Atlantic Beach 07 -1. We reviewed the amendment for consistency with Chapter 163, Part II, Florida Statutes, and Rule 9J -5, Florida Administrative Code. The Department raises no objection to the proposed amendment and this letter serves as the Department's Objections, Recommendations and Continents Report. However, based on the report that we received from the Florida Department of Environmental Protection (DEP), dated May 14, 2007, we offer the following comment for your consideration, regarding the proposed future land use map change for the 27.34 -acre property (Selva Marina Country Club): Comment: According to the DEP, the site may be contaminated. To ensure the protection of the health and the general welfare of the public, we recommend that the applicant of the amendment contact the Waste Cleanup Section of the Orlando Office of the DEP to verify the presence of soil and groundwater contamination for the site. If contamination is confirmed, further assessments such as Contamination Screening Evaluation, similar to Phase I and Phase II Audits, may be required in order to delineate the contamination plume. Dewatering activities associated with construction may be discouraged in order to prevent uncontaminated areas from contamination. We have enclosed a copy of DEP's letter and comments from other state and regional agencies. For your assistance, we have attached procedures for transmittal of the adopted comprehensive plan amendment. Please make this letter available for public inspection. 2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399 -2100 Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781 /Suncom 291.0781 Internet address: htto: / /www.dca.state.fl.us CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING HOUSING & COMMUNITY DEVELOPMENT 2796 Overseas Highway, Suite 212 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard Marathon, FL 33050 -2227 Tallahassee, FL 32399 -2100 Tallahassee, FL 32399 -2100 If you have any question about this matter, please contact Joseph Addae - Mensa, Principal Planner, at (850) 922 -1783 or joseph.addae-mensa@dca.state.fl.us Sincere , .) 71 --)74 Mike McDaniel, Chief Office of Comprehensive Planning Division of Community Planning Enclosures: Review Agency Comments cc: Sonya Doerr, AICP, Community Development Director, Atlantic Beach Ed Lehman, Growth Management Director, NEFRC Oily AtlAetig I3uilding Department Fax Transmittal Date: 7/1e o Pages TO: c L1' 1 527 � Fax No: a -- 9 / FROM: E .�fl_. ;. �► . / i 1Z- c��- Message: Sincerely, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL -IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. LOCATION S tree+ Address /(.. 0Z.) S �. vA- /7/` ,t"-/ .DP' OF Intersecting Streets: Between 5 ' 'mbev�C-f° 120 And /3'9 e, {gaol C" 4"-r., BUILDING Sub- division — 11. IDENTIFICATION — To be completed by all applicants .1 y 73'3 _ 7( 7 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 area part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Noma of Mechanical ( V � cn -- ,j �»� Contractors Contractor (Print) � 1, F'a c _.!- ev. Master Name of Prin) Pro Owner Pr pert cEwpt 1 4t red ' CXUn I V "i Cut ?, c// loo3Zo P Signature of Owner ( i Signature of or Authorised Agent 'el/7U, Architect or Engineer 111. GENERAL INFORMATION B. A T ype f h fu e l : IS OTHER CONSTRUCTION BEING DONE ON ( Electric THIS BUILDING OR SITE? no ❑ Su — ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other — Specify IV. MECHANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑ Residential or kr' Commercial Er Heat ❑ Space ❑ Recessed L7 Central 0 Root [1 New Building ("Air Conditioning: ❑ Room a'aentrel leExisting Building ❑ Duct System: Material Thicknes Replacement of existing system Maximum capacity e.f.m. ❑ New installation (No system previously installed) ❑ Extension or add -on to existing system ❑ Refrigeration Other — Specify °C4 e4iP/ - ? 641 ❑ Cooling tower: Capacity g.p.m. 40 ?tit, r ice ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q Gasoline pumps (number) (Received) ❑ Tanks_ (number) Remarks Q LPG containers (number) Q Unfired pressure vessel , Q Fallen Permit Approved by Dote Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT sp�ity A Number Unfta Description Model Number Manufacturer C (Kb:u) revint ey 1 CONS _ 38YCCQYI? Coffir41 4 4 tee I CAN 3RAKc)U& CA-ft (btr et 7 . ei P ak. Lail r S D T TO Z4 5 C A / Fe, 4a 0 cat,.. HEATING - FURNACES, BOILERS, FIREPLACES App ' Number Units Description Model Number Manufacturer (NM) Apooy ' I (-) 't- ANd le r FA 'Om row- ( �`q 1 F /0 ,C■ ue.... I Air- h"....41 A4, Lid 2M4rdt z_S CA-Zia3 ,E uL TANKS Now Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency • .. ...., ger . 4 ‘ 1 prir 7 r6 oiA ;.:,../.,;c.7. ,, ,•,, f.'...? ,,,,,,, - t aoll■ ...)ffiCe )1 'g Otti,;-ial ife? s3 fj. 1 ...... .,,,,,:QuL:21- FoR iiNs:: J - 6 i i ? _.-- D ire /7 . - ' 1.--- Permit No./.5--,..-7 Tarn_ ; ..., 7 PM ,/ 5„.7 - ' - Jo e- "_.....5 b Acietresti ' Locality Owner'r:r <, Nanie ___,_____, ' •':_(-T:::. _ ...: , C , Contractor 7___d:X.__Z .--- e-' !" , riri■'4DING ._._ - - CONCRETE <. ELT UMBIN MECHANICAL f i n q Footino Tridr.irft 1-7771—rig r • . • h rr r Atr & r ' ■ Re Tiootrog Skip Top Out r r Heating InsuL,trch f . Lintel ,„ Final Sower Fire Place r_l Pre Fab READY FOR ItISPECTION Mon rues ed. rhurs. _ p p A M. Inspection Made .," e " P.M. - - . - . a_aat C,..Q e..rvt, Ci ,_ Final Inspection r i -Certificate of Occupancy Date W o- w S ./ere, Agei.ze % �� S s- Z -1 1 /- 3 - 7/ , i i 2 !: , 7 4 _e't ' # BUILDING PERMIT NUMBER, � 1 / `1 / 4 • a L 0 S^ INSPECTIONS: FOOTING UNDER SLAB PLUMBING /Z-J-----1P7 SLAB FRAMING /Z - 2--5 7 COVER-UP /Z Z -9 INSULATION FINAL BUILDI. 7 -z CERTIFICATE OF OCCUPANCY. ELECTRICAL PERMIT # / S INSPECTIONS ROUGH / L '°2' - --- FINAL . ! —9-9 MECHANICAL PERMIT # PLUMBING PERMIT # / 5- 4 ° Y 2- NOTES: APPROVED CITY OF ATLANTIC BEACH BUILDING OFFIr DEC 0 9 19(..1 , . 24-1 1 -8 - 01 -.02 -.02 1-r) -.02 -.02 -.02 -02 IFt01 RECEIVED .E4-1/0:2 . 1 1 1,44 . Am4 Perin L # 529 5 DEC 1 1991 TELTICER, INC. 0. 11931 City of Atlantic Beach lackso.kvi, Building and Zoning 31711 Job Truss Truss Type Qty Ply PELLICIER R01 DROP TC GABLE 2 1 GRANGER TRUSS, JACKSONVILLE, FL432291 ' ug • • • v 1 e n • us nes, nc. n 1 o 1 $:I 1: $ • • • 'age 1 1is -0 1 12s�0 1 4x4= 4.00 ITT 2x411 G 2x4 I 1 2x411 F . H 2x411 2x411 E : : I 2x411 DT2 ` T2 3x4; ;, r r 3x4; 4x6= C 4x6= L in 7,1A 6 ► i i��i��i�i�i��i�w��i�i��+ �i�i�i. �i�i��i.„ i�i��%' �i�� o 2x411 2x4 11 2x4 11 2x411 3x4= 2x4 11 2x4 II 2x4 II 24-10-0 1 1 24-10-0 1-0-0 24-10-0 1-0-0 1 1 1 1 Plate Offsets (X,Y): [B:0-0-4,0-2-0], [L:0-0-4,0-2-0] LOADING (psf) SPACING 2-0 -0 CSI DEFL (in) (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.03 A -B >411 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) Min Length / LL defl = 999 Weight: 111 Ib I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 10 -0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0 -5 -0 on OTHERS 2 X 4 SYP No.3 center bracing. REACTIONS (lb /size) B= 175/24 -10 -0, L= 175/24 -10-0, Q=- 12/24 -10 -0, R= 320/24 -10-0, S= 200/24 -10 -0, T =- 25/24 -10-0, U= 463/24 -10 -0, P= 212/24 -10-0, 0 =- 26/24 -10 -0, N= 464/24 -10 -0 Max Horz B= 326(load case 4), L=- 326(load case 4) Max UpliftB=- 124(Ioad case 3), L=- 124(load case 2), Q =- 13(load case 6), R=- 130(load case 4), S=- 98(load case 3), T =- 29(load case 5), U =- 213(load case 3), P=- 101(load case 2), 0=- 31(load case 6), N=- 213(Ioad case 2) Max Gray B =202(load case 5), L= 202(load case 6), Q= 3(load case 2), R= 320(load case 1), S= 202(load case 5), U= 472(Ioad case 5), P= 215(load case 6), N= 472(load case 6) FORCES (Ib) -'' n' ;, 7 , IT L. TOP CHORD A -B =17, B-C =310, C -D =372, D -E =307, E -F =342, F -G =331, G -H =331, { H -I =342, I -J =307, J -K =372, K -L =310, L -M =17 BOT CHORD B -U =0, T -U =0, S -T =0, R -S =0, Q -R = -0, P -Q =0, O -P =0, N -0 =0, L -N =0 J ,,d:a :, 27'1 WEBS G -R= -286, F -S= -142, E -T =1, D -U= -314, H -P= -142, 1 -0 =1, J -N= -314 NOTES 1) This truss has been checked for unbalanced loading conditions. `` t o owl ,, 2) All plates are M20 plates unless otherwise indicated. l 3) Gable requires continuous bottom chord bearing. I- k• • � g 4) Gable studs spaced at 2 -0 -0 on center. 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" • 6) Provide mechanical connection (by others) of truss to bearing plate capable of No 17455 . ` : withstanding 124 Ib uplift at joint B, 124 Ib uplift at joint L, 13 lb uplift at joint Q, 130 Ib . STATE OF : ¢r uplift at joint R, 98 Ib uplift at joint S, 29 Ib uplift at joint T, 213 Ib uplift at joint U, 101 Ib 0"` • j n uplift at joint P, 31 Ib uplift at joint 0 and 213 Ib uplift at joint N. : c ! o • • 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. ' ".,, EN o ` ,,, Continued on page 2 Job - Truss Truss Type Qty Ply PELLICIER R01 DROP TC GABLE 2 1 GRANGER TRUSS, JACKSONVILLE, FL43229 Aug 29 1997 MiTek Industries, Inc. Fri Nov 07 10:00:10 1997 Page 2 LOAD CASE(S) Standard � .�` A R K 1 ` , i ,, N o 17455 . STATE OF : Q . ' ''?„iii . 0, %%II 1 o • - russ russ ype el • y PELLICIER R02 FINK 14 1 GRANGER TRUSS, JACKSONVILLE, FL43B29I Aug 29 1997 MiTek Industries, Inc. Fri Nov 07 10:00:21 1997 Page 1 I 12-5-0 I 24-10-0 12-5-0 I 4x6= 4.00 Fri D 2x4; 2x4 ii E in r 3x5 = 3x5= B F In d i J I H i o 3x4 = 3x4= 3x4= 24-10 -0 24-10-0 I 1-0-0 24-10-0 1-0-0 I I I I LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.14 J >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.27 F -H >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.06 F n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) Min Length / LL defl = 360 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -8 -1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -1 on WEBS 2 X 4 SYP No.3 center bracing. REACTIONS (Ib /size) B= 972/0 -3-8, F= 972/0 -3 -8 Max Horz B=- 60(load case 2) Max UpIiftB=- 500(load case 4), F=- 500(load case 4) FORCES (Ib) TOP CHORD A -B =17, B -C= -2145, C -D= -1901, D -E= -1901, E -F= -2145, F -G =17 BOT CHORD B -J =1992, I -J =1353, H -I =1353, F -H =1992 WEBS C- J = -350, D -J =588, D -H =588, E- H = -350 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure C ASCE 7 -93 per SBC /ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase 0,0%"11,:W; t1g 1,,,, is 1.33 1414,/- 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of • i '� withstanding 500 Ib uplift at joint B and 500 Ib uplift at joint F. i No 7455 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. gTATE OF LOAD CASES) Standard R`c•.. F� pop... L It#63.§019V APP.NOVill CITY OF ATIANTIG B 811111..biNG OPItqc".°4 DEC 0 9 1997 814.1114- "I C I'ZII-' 24-1 1 -8 (D1 02 O2 0 0 I 02 02 02 02 — R.0 1 •5Gt..o4 kiKe-40 °W cc--- RECENVED 1 4 € 2 3 ,R4 PELLICER, pfr. 1997 P. O. Box 11951 ori(13 32'2 City of Atlarvic Beach Jtcko Pl Building and Zoning o s fuss russ ype 0 - y PELLICIER R01 DROP TC GABLE 2 1 GRANGER TRUSS, JACKSONVILLE, FL432291 Aug 29 1997 MiTek Industries, Inc. Fri Nov 07 10:00:09 1997 Page 1 12- 0-0 24-10-0 12 -5-0 I 4x4= 4.00 ITT 2x411 G 2x411 y I I F . H 2x411 2x411 E : 2x4 CT2 • • T2J 3x4% ;, r �r ; 3x4 4x6- C K 4x6- ttl A in 2x411 2x411 2x411 2x4 1 I 3x4= 2x411 2x41 I 2x4 11 24-10-0 24-10-0 1-0-0 24-10-0 I I 111 Plate Offsets (X,Y): [B:0 -0- 4,0 -2 -0], [L:0 -0- 4,0 -2 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL (in) (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.03 A -B >411 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) Min Length / LL defl = 999 Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 10 -0 -0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 0 -5-0 on OTHERS 2 X 4 SYP No.3 center bracing. REACTIONS (Ib /size) B= 175/24 -10 -0, L= 175/24 -10 -0, Q =- 12/24 -10 -0, R= 320/24 -10 -0, S= 200/24 -10 -0, T =- 25/24 -10 -0, U= 463/24 -10 -0, P= 212/24 -10 -0, 0 =- 26/24 -10 -0, N= 464/24 -10 -0 Max Horz B= 326(Ioad case 4), L=- 326(Ioad case 4) / Max UpliftB=- 124(load case 3), L=- 124(Ioad case 2), Q == 13(load case 6), R=- 130(load case 4), S=- 98(load case 3), T =- 29(load case 5), U=- 213(load case 3), P=- 101(load case 2), 0=- 31(load case 6), N=- 213(Ioad case 2) Max GravB= 202(load case 5), L= 202(load case 6), Q= 3(load case 2), R =320(Ioad case 1), S= 202(load case 5), U= 472(load case 5), P= 215(load case 6), N= 472(Ioad case 6) FORCES (Ib) TOP CHORD A -B =17, B -C =310, C -D =372, D -E =307, E -F =342, F -G =331, G-H=331, xt rx prr, f s `;j 7 7 H -I =342, I -J =307, J -K =372, K -L =310, L -M =17 ¢ BOT CHORD B -U =0, T -U =0, S -T =0, R -S =0, Q -R = -0, P -Q =0, 0 -P =0, N -0 =0, L -N =0 . `'' - . "L ` � WEBS G -R= -286, F-S= -142, E -T =1, D -U= -314, H -P= -142, 1 -0 =1, J -N= -314 Jacksonville, f dv 1 :.._ , NOTES 1) This truss has been checked for unbalanced loading conditions. _ ,� 2) All plates are M20 plates unless otherwise indicated. N .N4 , � 7 3) Gable requires continuous bottom chord bearing. - . '% 4) Gable studs spaced at 2 -0-0 on center. �, . '�i 5) For studs exposed to wind, see MiTek "Standard Gable End Detail" • 6) Provide mechanical connection (by others) of truss to bearing plate capable of No 1 withstanding 124 Ib uplift at joint B, 124 Ib uplift at joint L, 13 Ib uplift at joint Q, 130 Ib . STATE OF : cr uplift at joint R, 98 Ib uplift at joint S, 29 Ib uplift at joint T, 213 Ib uplift at joint U, 101 I • - co v n� i uplift at joint P, 31 Ib uplift at joint 0 and 213 Ib uplift at joint N. = G'i "N 17 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. >. ; , FR F. 0 E Continued on page 2 �� ' "iiiii. �, 'Job Truss Truss Type Qty Ply PELLICIER R01 DROP TC GABLE 2 1 GRANGER TRUSS, JACKSONVILLE, FL41229M Aug 29 1997 MiTek Industries, Inc. Fri Nov 07 10:00:10 1997 Page 2 LOAD CASE(S) Standard auu ,,,, 00 %%%% A R �' „ .� t .h +. oir No 17455 . STATE OF : P ��,,,,,1TE .1 tt000xx% I o russ Truss Type Qty Ply PELLICIER R02 FINK 14 1 GRANGER TRUSS, JACKSONVILLE, FL43229% Aug 29 1 S97 MiTek Industries, Inc. Fri Nov 07 10:00:21 1997 Page 1 12-5 -0 12-5-0 I 125-0 4x6 = 4.00 0-2- D 2x4 p 2x4 ii C E ` r 3x5 = 3x5 - mom. B' F J I _ H _� o 3x4 = 3x4 = 3x4 = I 24-10-0 24-10-0 I 1-0-0 24-10-0 { 1 1 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.14 J >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.27 F -H >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.06 F n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) Min Length / LL defl = 360 Weight: 104 Ib LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -8 -1 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -1 on WEBS 2 X 4 SYP No.3 center bracing. REACTIONS (Ib /size) B= 972/0 -3-8, F= 972/0 -3 -8 Max Holz B=- 60(load case 2) Max UpliftB=- 500(Ioad case 4), F=- 500(load case 4) FORCES (Ib) TOP CHORD A -B =17, B -C= -2145, C -D= -1901, D -E= -1901, E -F= -2145, F -G =17 BOT CHORD B -J =1992, I -J =1353, H -I =1353, F -H =1992 WEBS C- J = -350, D -J =588, D -H =588, E -H= -350 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead Toad, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 60 ft by 40 ft with exposure C ASCE 7 -93 per SBC /ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase �``'�I� R + K "�� is 1.33 3) All plates are M20 plates unless otherwise indicated. ,, 4) Provide mechanical connection (by others) of truss to bearing plate capable of ; cref withstanding 500 Ib uplift at joint B and 500 Ib uplift at joint F. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. = No. 17455 . : STATE OF 0; LOAD CASE(S) Standard % '� o a��oPp�! .• . 4/` . W OOH° `�� — , CITY OF woo . -A-- 1) r.) ,,/ 4 - 4 Hit‘glIC AP ea4>4 - ., . -tg% Office of Buildin Offi ni REQUEST FOR itlb EC 1 1011 / 3 e ) V 6 Date __—_ __ __ -- - — -- P.,rm't ,lo. -- Time A.M. Received Job Ad Owner's I _/.. t _ _ 4. ' Contractor _ OILDlislG• ;----r CONCRETE LECTRICAL PLUMBING MECHANICAL r ng .?‹ Footing LT Rough \Ninny Rough ' Aft Gond A Re Roofing r) Slab Temp Pole , Top Out I ' Heating InsulatIon Lintel ' Final t ' Sewer 1, Fee Place r Pre Fab READY FOR INSPECTION Mon. TG Wed. Thurs. Friday A.M Inspection Made __— ___2'__—`-- ,,,,.. Final Inspection , Inspector , _______ CertlficJte of Occupancy ' Date __1:_;--....masigisomfoolmosswet TRANSMITTAL DOCUMENT FOR JEA DATE: /2- 3- 9 7 The following permits have passed "rough" inspection: Permit No. Address 6 7 2 . 3 F7 a :eorexxxxx x :bc :rscap- YemacAshex. c. Please update your records accordingly. • •Y , BUILDING CLERK CITY OF ATLANTIC BEACH /vcb CIT /56 ( Y OF ATLANTIC BEACH, FLORIDA AVprcwdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. 8 _ a 4' 19 9 7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR OING THE WORK AS DESCRIBED 1 - 10ttOWlt4G,_. HEREBY AGREE TO PERFORM SAID WORK IN 4 RDANCE WITH THE ATTACHED - ' S AND SPECIFICATIO WHICH ARE A PART HEREOF, AND IN ACCOr a .1' •E WITH THE ELECTRICAL RE TIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Erickson Electrical Contractors, inG A ii / ELECTRICAL FIRM: M • I ` • 71 i�� • NAM&1414)aJyi;442__`( ADDRESS:. f / � f ' RFD =0X BLDG. SIZE /S - BETWEEN: C4 C�/ Tito/PVC/5 RES. ( ) APT. ( ) COMM. PUBLIC ( ) INDUS. ( ) NEW 1 ) OLD 1 ) REM ( 1 — ADDITION ( ) TRAILER 1 ) TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR D4� FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE c - '( AMPS PH 3 W . rVOLT ^` /RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS (Q. CONCEALED OPEN TOTAL RECEPTACLES J L9 CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. t 0 FIXED 0.100 AMPS. r OVER - I APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS p D � � Ur, c,w,c0 } o 4. o . TRANSFORMERS: UNDER 60O V. OVER 600 V. NO. KVA NO. _ KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FL ASHER EACH SIGN FORWARDED $ TOTAL FEES 1 17. l , 0 IO'd vEE =80 L6 -8T -1 nr • 0"�% %� 800 CITY OF ATLANTIC BEACH 09- 00 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ✓ 'iii ` 1 , OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 I I I BUILDING- DEPT@COAB. US 4 ' i 914 BUILDING PERMIT APPLICATION DUVAL COUNTY e , T __f ®.l. 1Y ^ °A.vP \•��dY : 1 0 ..':. M'HIV Ea} ..e Lot OW , ;?.; ,. P5„.: t}5^ Pt.,..r=..Lc...,� .�: IIr i -',1 °- ' . -----777,77;',.:,1,4 �� .,. ..._._.... .._ �f �t_e y.<„ �,� :s ,5�4. �..,� . 8 nfaQtattI. �..gf7 LOT BLOCK SUB DIVISION ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL �' - � ❑ ADDITION L_� ° - ��,� � : ' -- • ---. ❑CONVERTING USE s k sgw Y - ❑COMMERCIAL • �7 ❑ ALTERATION ❑ ACCESSORY BLDG.' -f'c PT, . ] dt :"' • ` J Dis-5-10 no•.• Aurf i{,mo ❑ REPAIR ❑POOL / SPA ❑YES S ❑ N/A jj Aut , � ( °]51 I4 ° ❑OTHER ❑ NO 9. NAME: �.._ w. r E.�._.._ -.; r..'_ °:f ..l%� 1, _ .: %= .�.. 15. COMPANY NAME: 23. COMPANY NAME: �j 6 r.t°.v14 MeV C °e • 16. NAME: 24. LICENSEE NAME: (iii`. 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: J e MALt s � it. 25. STATE OF FLORIDA LICENSE NO.: ( A o n I --Z � i1 18. ADDRESS: 26. ADDRESS: FI +E P 0, 2 f 12. F 0, 2 J 9 / Z 1 19 OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 7 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: _ # -. EMAIL ADDRESS: . ,t. a� sew/44446 , g W 30. EMAIL ADDRESS: 40701"4Rr°� 7 E A i A rs '� % y y ' r yam . i ; . ........_ ...� . .., ., "x a�P.AnrMiA4al= ✓,P)`.a' sft � �� M4� ; % � °A " I ,. , � ° l A i+C�A -• ��,.� 4 °- p`7--1�, � t, 3 " ,> t , 77777A 31. 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: ***- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Signed /�� "_ It......: : -te: / ; Signed: Date: Be - - me this ` + . ay of DV ew, b e V , 2009 in the county of Before me this day of , 2009 in the county of Duv tats of Florida, has ersonal y app red Duval, State of Florida, has . personally appeared 1 I (. � ,? J e d i /herin by himself / herself anaffirms that al statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. true and accurate. �V' Y RENEE C • ' �HI Nota Public at Large, • y o Vf • 00 , Count of Notary *t. ! -, *_ tyy MY C. MMISSI• 1 rY Public at Large, State of County of Personally Known ui S ' • ' ❑ Personally Known ❑ Produced Identific- • '+` •Al∎ . XPIRE. Jul 92, 2;11 i ❑ Produced Identification - Notary Signature: Aff „z`II fellryW Notary Signature: jR c-4, ya___74,,,e, , / Dx e „.. s .7 , d BLDG01 Permit Application Bldg: REVISED: 12/18/2008 AltigiereW V 4/1 /P aeo 44 2139 Nickerson Lane Jacksonville. Florida 32207 3964950 phone 3934as6 fax matttroadt1 telisouthnet JA + • irr de "0 dilli 8Y Nor S E 1 V A AR1NA COL NTRY CLU 13 MEETING MONDAY 55" AT CLUBHOUSE 71" Ai a ' w E anti. 13: lir I v 'r 71; • on DI. nt 1111 This approViTvWfies omfl ceV4th eppifeebte zoning, subdivision and other local land with Florida Building Code and alt other applicable local, State and Federal permitting requirements IfiarGilleTarraiiir.T.114 VIIMIRT.11•1, 1.1;rai Beach Building Official prior to the issuance of a Buildin. Permit. PPOIMPIII., rho I — FW,,c 48 16" Sign Constructed of 1 /2"MDO Exterior Signboard with Framed Lexan locking door, Installed on 2 4x4x6 Pressure Treated posts. • • * • * • JIL * • • AIM 12X12X24" FOOTINGS a ,. • r FILLED WITH CONCRETE • a • • • do • • 1 • a • • • buridcriftc1 igri ii 1977 1, ' // ,/, 2 // \\ 7 / 1 ------- i . { 4 1 r / ....-.- -,..,.,- ,..,..... ASPH ' 4 r -,•-•,.... ..--- , _..... — PARA . , ._ . - -"- '--- AStt ', ._... I ! / / a ._ ____ -- - ' 4 _________ .... ______ I / / 4., t• , ....,_ 4' \\2\1' . _ __ ...— --__. _ ........_ . ,_...... ....... ___,. ...._. ,.., ,.....N.' //, t 4 5 V 40 • ,,... . ,. . .. ..„., ',...,, 7 A 4------ ---- ......._. ___ / „,-; 4 , _____ ..- t r ”. C't4t# :)' ...v. • --- -- .- - _... / / i let / ..i IP* ') 1 e o 1,0 1' - - --.... 4 . 4 . ... ‹,... ele '..,...,.., - ..,.,_ .....„._ . v t i .. . ..r. -r .. /, i . ... e 1 , 4.•• e / N. a. • , ,,,, A ,. . , —,•,...- 1 ko 7..0. . . . 1 '. / - ,..—. 1 * 7 ip\ r "i , . • • • • ' 5 '11... .‚-.. .C4i• , t e/VX. N., " , , , . , - ! ---...... V / 1 .-....... 1 .4 . 11, / .. 4 V 41'N'4. .,:, V. '',.. 4. 4 + , ,..., (--....„...... \ 4 • , 4 $ ..s \ lb SI . • r t i . i - , --------, " 4 \t, . t - 4 ' t / t -- ---1/4 . ,,,, ,. , -0- . f it. ...„ 1 41 't.' f' 4.. 4 *---.1 I s -.. ---i ..... A CO ....f.---- • .. „Nev. -,.., , .-- . ,.." , , .." OV I:x / t r --- - 1 . C‘Or i 0, I I --,-_. i • .1/4.,..., -I . ,.,- - '•• • . • ....-.... . 1-. . .,_i 4 ,..., xr • -1 . ? *I t 1 t ' i. iv < k. . ,.:.. . . .2..i IA 7 .- .4 1 ) r .p V,Tv.... ,......,..,..1 6 ... ,,,,,. .1 , . • ':' ...-;,..,.....,, t'' ..,..' 6 -. ., , ., --. 2 .,, ' ' ' .' • ,,,,6 - ,i , .4"-' 411 ''''fr . • • ...., '. . ' ' , i . " 1 '; • '' • ''''' . 'i- - ' • '4 CI\ • V1,440t, r 4.5. ... . I / , , , , . • • Aal 1 1 t r .--, i>a -.4 C , . k • 4,.....i.o, • . c k' -4 --- -- c_ ji /1" T ' 1 i \„_. i \ .7 s 1 t '''''''. / , . --N, • ' 111• 1 1ii IN. 6 e) -,../ 'NI. ki ti) 14 i .. 1 "\:. , l'• . . 4,..":: S ',,,,... . . ,,' '■A. 41,4( " ' ..,..s1 , '''''*•,..„„ `,...„,,,,... ., Nr tr‘ .... . ., ,., , \ '''''',.......„....„.........., •.,„. , , .,: , . , , . , - 4 . • • ' ' • .■ , .. . . i . • . • 1 , I I '. : . - I C aril FROM : Panasonic FAX SYSTEM PHONE NO. : Feb' 03 1997 09:01AM P1 \ ` MID 1e 6uildinQ �srfwr Method for Commerci�l �uild�ngs Form 4(:)0A~94 ENERGY EFFICIENiC� CODE I:"' CM BUTL DIN8 C�N8 TRfiCTl8N F lo� i17:1a Department of Com>nuni /4tfa 1, r s FLA/COM-94 Vers�on 2.1 PRDJECT NAME BE��H 4DDRG�Ss: 'pEFMtTTIi4G ��IC�: _ �-_ ~ ...~''� 4 02 .1.,eu-sk_n,,I).4rA,t4L% 4/4 _ At l a ntic Beach ]WN�R: — — ' � - EL, .1 MATE ZQ M - �'~ PERMIT NO ,- �GFNT: : 00 JURISDJCTION NO:�26 9UT Li) IN8 TY�E.:; _Service E iii ta6lis bin e1 : ON8TRUCT1ON COMD%TJON: Existing Bui�� ' )ES 'ION COMP L ET _ � I �Nx Renuv�t — = %]NDIT NED FL. (...)01::i A�EAx _S60 -----~ 1AX TUNNAG OF EQUIpME�NT pE - --------�~-----'~~ - __ -_ ~ N�JMBER O� ZON�� 1 , � 8YGT�M �_~~ OMP L%ANCE CALCU 1.AT1ON 1ETHOD A ,��___�~,� D �GI 8N cR% TERIA RESUL -_�_ ��_ ) . WHOLE BUIL�N � G 2.56 0 . �000 PAS Q 'R�S C1 %PT RE:71UIREMEN7S» . IBHT%N8 EXTERJOR LIGHTIN(.ii 1;',50"00 270.00 P ASBES I-IfijHT%NG CONTr'; OL REQUIREMENTS PASSES iVAC Ea,'IF`ME:N| COOLING E 0UIPMENT 1. SEER 10'00 10.00 PAGGES HEATIN E,QU%PMENT 1. HSPF 7'00 6.B0 PASSE; S AIR r)%s 1 ri 1 BUT3:C]N SYSTEM %NSULA LE 1" U ncond1tion ed 8pace 4.SO 4.20 PASBES A HEATING 1 01.1 P % PIN8 INSULATION p�',::*::gi.iIR1,-::::MlaNTS ^ .-. _~ ..... �~ ..... .......... _�~ 0MPLI CERT3:FICATION: hP r le6 certi that the plans an RE.v c.) f the p lans and specit1ca- p�1'; ific at1ons co v ertit , ci by this caIcu tions cov ered by thi n calou1mi7,ion ation a r (0 in c cirri pl�ance with t T incl I (,;:: with Lhe lor1d � ~ '' Flo En^wrgy EfficiencY Cod ^ REP ` B '" Before co nst�uc�ion 1s c �mp1et�d : ~ 01. ° " ATE thi15 b uilCCih c',3 wi11 6e.-: i nsp /c ted for c (Dili p1I ance in a d here certi1'y that this: b uilCi ing i;:i Sec ti on n comPli w ith th �1�rid� �n �rgy �UILD 5 - -^ � 3. � f c -' -~~''�^ ^=``�' �"=� DATE: ~^~ �NEFt / AGENT : eze.t., 7 ' 444- . , ATE: ii CA i hereby certify(*) that the S yst em design in i n cmmpliance with t he Flor1c.:1a - i ergy ��fi t:: i tency Code. SYSTEM DF.:.::SIGN'!::;::R REG%G r Feb. 03 1997 09:01AM P2 FROM : Panasonic ��.u�no ;: F�X SYSTEM '^ ELECrRICAL:_ ---- --'� ---^--------' LIGHTING ��_ �� —��---��, Signature W js req��ired wh�e- ��---�--` ~. --'--~-----. --------^---~' ----'------------- - -'-- - - . Florida zaIN requlr cf.;.eign to be performed by registered design profession, Tvbed na:nes and registration numbers may be_ used _where � all ~ relevant information is cqnta on sigr�e6/sea plan� . - ~__, ___- _____~, .^__~___. __ . FROM : Panasonic FAX SYSTEM PHONE NO. : Feb' 03 1997 09:02AM P3 BUILDING INFORMATION COMPLIANCE 401^ 8LAZING ..... - ZONE 1_____-^__-� CHECK Elevation Type U __----~~-- - �_-_�____ _~ ___~____^____ SC VLT Shading Area(8qtt) �outh Residential 0 0 � 0% � -~ --------�--- --��--~ Zamt R�sid�nti�� ^� �'w� V~A Continuous Ove 24 ' . 0.0 Cont�nuous C*e 12 Total Glass Area in Zone 1 = �6 � ~ 1___��________~~__T�tal_G\as� Area = �6 �� -- Zlevation Type -----~---��--~� --� --- ~��____�^_��____ _~~U Added R Bross(8qft)| 4orth L & Hvyv*t, Concrete Block + 8^ L 0.294 - ----- � --� South L & H*ywt, Concrete Block + 8" L 0^294 11 2�B iast L & Hvywt' Concrete Block + 8" L 0^294 l� 2�� st [� L & H�yw�. Concrete Block + 8" L 0~ 11 2��4 11 200 00 Jest L & Hvywt. Concrete B1ock + 8" L 0^294 V� 00 D$st L & Hvywt. Concrete Block + B" L 0, 294 �1 11� II 112 hvt L & Hvywt. Concrete Block + 8" 0.-'� ' 11 ��2 Jorth L & Hvywt. Concrete Block + 8 " ' � o. _ 294 11 120 ;cloth L & Hvywt. Concrete Block + 8" L 0.294 1i 120 Total Wall Area in Zone 1 = 1392 Total Gross Wall Area = 13921 gr.f..�~ l~- . ~_______ - _�-------�~ - -- levation Type U Area(Soft) ��____ _ _ _ ___~~_�___--��______~��________________~. _ ____ -- _ _�_-- ast 1 Wood Door-Solid core 110�h 0.40 18 /est 1-3/4 Wood Door-Solid core flush 0.40 36 Total Door Area in Zone 1 = 54 Total Door Area = 54 .04^---- ..... -ROOFG--ZONE 1-----------------------_____ .... - .... --~ . • 'yPe_�____ _ Co1or U Added R Area(8qft) '' Wood with i» insulation M 6�0 � Medium 0 ' » 170 � 30 ----~�--- , Wood with 1" Insulation Medium 0.170 0 210 /ota1 Roof Area in Zone l = 860 Total Roof Area = B60 n�. --- ~ -- FLOORS-ZONE 1-~~---------------~��^__-- yPe R Area(Sqft) ------- __---- ______~ ��_______�~______ - ~~�______ -- lab on Grade/Uninsulated --------| 0.0 650 • lab on Grade/Uninsulated 0.0 210 Total Ploor Area in Zone 1 = e60 Total Floor Area � 860 Ob. - ~~~ ..... - INFILTRATION ----~ �-------_~_____~��~----------------~------�� ^ • --- CHECK Infiltration Criteria in 406.1.ABC,1 have been met. 07. COOLING SYSTEMS-----~�------�� 1 ----- Type No Efficiency IPLV Tons - . ___~_~-~___-_~_~ _--___ 1. Split System 1 10.0 0.0 5.00; 08. - - ---HEATING GY8TEM8 ---------�-----��.___�_~~___-_------------ ~ --- Typ*_____ ________�_________��___ No Efficiency BTU/hr ` - - ____~~- 1. Split System � 7.0 54000 0�,------VCNTILAT%ON-------��----~�~^--_��~�__- --� Venti1ation �rlter�a in 409 � ABC 1 h b iCHECK) �' ' - . , . have been met. ) ( FROM : Panasonic FAX SYSTEM PHONE NO. : Feb. 03 1997 09:02AM F4 _ ~_^`�~.. H 1 u.:: ' 'E'^',i c 3 `�^Dn� z um� 1 ' ° v y -- ^ a t ci41 Gall orni _. Meteri n cr 1t�ria ln 4 ��"1.ABC"1 have been m�� CH��K � ran sform e cri t ria in 4��.1.AB . 2 hev� be�n ^ et 414,----~41OTORS--�---_�~___~~ ~ Mo tor e in 414.1.ABC.1 ha been mer^ I --~~----------- - --- 41 3^ --- ��LI�H TIN8 ��TM Y��3 - Z ONE 1 5pace Type No Control Type 1 No Co ntrol Typ ----- � o --------~- -�-~--- �^- � _�__~��_ _~� � + �ar� qr�a (sq :onfe 1 On/@ff 4 Non - -- -~---- ��---��---� 1'013. et an 1 ��/ �ƒf 2 �one 00 '76 t74 416 7 ine A�t 1 On/�fƒ 3 Non� (,11) ��6 .1 (.')O 248 90 Ica ilet and 1 On/0 1f 3 None 0� 31� �Z10 To tal �a tts fbr 7,one � = 1 512 T0ta] Arf A f or Z one 1 � 051 Totml Watti!:; tt, 1512 Total Area = 851 CHEC 1 1 i in1 cr 1teria in 415 .:1..ABC: have beE.:n met. ,~~�~__-_�_.-_ __ ..... ��_____~~ , . __-______________~~_�____ '6. HVAC �a szing h�s been performed. (407.1.��B�.1) 3, � i '_____��~__ .......... ___ ......... ........ ..... ...... _ ......... .... ______~. __-�^ ... __ ~~ �___~ ~ .7~ D uct sizi a de �av be en p�r ( �l0"1"ABO.1.�) -- '~ ....................... ... ��~�_ .... .............. _-~~ .. _~~_______�_~�________~_____ .8. T�$ t .i.nQ and balanc1ng wil3 be pe ( el. �c'..;,1.A BC; .4) I --- _~_~_____~~_____~~„ _________ 4 9. Op � e r �ion / m i ntwna nc� ma nua1 will b� pro,id e� to ow ner.(10 2.1) _______�~�___-.______~~�_______��____�_~� ' . ,.. . , ilolice of fonnencentent 1 114 bil•UcAlill FirICIP 1 9776 1 To whom It may concern! The undersigned hereby informs you that improvements will be made to certain reel property, and In accordan with section 713,13 of the Florida Statutes, the following Information If gliterl In th.o NOTICE OF COMMtNCEMENT, Description Selva Marina Covtry Club maintenance building.. of properly 1 ( ,60 Z-D e-u_vA r4Keei 1, A bell/ e A TLA E ,ci....r; 1 ,12. ` - 7 General description of improvements Pre—engineered met.a.1_ with lectrical. Concrete block storage building. ' () SELVA MARINA COUNTpy_ OAT AJo.bn,LalLbeihe...._ManaaerA_ Addr en 1600 SELvA MARINA DRIVF c ATLANTA PE ACH, FLORIDA 32233 Owner's interest In site of the ItnntoxItnent FEE SimPLE NA Fee Simple Title holder (II other than owner) Name Address Contractor R • A . PELLICER.L__INC., 1 Address ( 905 NORTH 7,TV EFT, ,IAC:iSON'IT .',T,F , F L O R I D A 32211 NA Surely (If any) ' Addrese . Amount of bond $. Nine sml stlilmi of oily [tenon molting s In*n Ent the tootttotiloo of the horovcoltott. Name - NA Address • Num of prtion within the Stste of limit's, mkt ilim ),1,n11, tir by MVIICI Vroto wh Volitri 01 ellml tiot1OncnI1 Imy be Vtettl: NA Name Address Its addition to himself, owner designates the following person to receive m copy of the ',knot'. Holies es provided In Section 713.00 (21 (bJ, Florida Statutes. (Fill In it Owner's 0000. Name NA 0 Addrest • 11111 'PAC, 1.011 etcONVIVVII Vet ONLY Bk s 8776 ) r 4 A-.-S"Ow„et). C"W tj 14("c Pgi 1686 Doc& 97256850 Filed & Recorded 11/14/97 09345:04 A.M. Sworn to and subscribed before me lids 1 7 4---- HENRY W. COOK • ''' • CLERK CIRCUIT COIAT ' q/7' DUVAL COUNTY, FL i3ly of ir . Ili. .‘ REC. $ 6.00 ' Y PI MI i' ' I , , - ( ■I' cl ()Rm. .... . ' i Notary Pub Ir E ;•, 99 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .S INK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET, TANK OPERATED (4) VA CLOSET t VA OPERATED (8) BATHTUB/SHOWER (2) • URINAL WALL LIP (4) , i l SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) 9--LAVATORY (1) COMBINATION SINK AND TRAY (3) ---1 ___WASHING MACHINE (3) POT, SCULLERY SINK (4) f DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) _ KI �� SINK WITH WASTE _ _ _ _ DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) i DIDET (�) URINAL STALL, WASHOUT (4) FLUSHING RIM SZH1C'(8) _ , _ COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) __ DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY ICE MAKER (1/2) SHOP (2) • SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS f $20.00 EACH $ ) (a 0 .06 JOB INFORMATION /6 Q O M / c At r K./ 0 A, tiot ov r i' e ct60 , • PINMNCINtrplN111 K ; (1.1..ttry N L Ilolice of Commencement 1 1,1 evrt.lcAnrl To whom It may concern: The undersigned (hereby Informs you lhnl Improvements will be made to certnln rent properly, and In accordance with section 711,19 of the Florida Statutes, the following infortnnllon Is staled In tha NOTICE OF COMMENCEMENT. Description of properly Selva Marina Country Club maintenance building.. i I 00 'DE•t_✓A IL? KR., u A bIC 1 V a 4 TLrM1T1C PI) #1c._' I-4 ,i✓i -A ' 4 • General description of Improvements Pre- engineered metal building, with ._ • electrical. Concrete block storage building. • Owner SELVA MARINA COUNT)?Y .CLTTB ._(,d eb . n._Lali_b rt.e.., _Managera- Address 1600 SELVA MARINA DRIVE, ATLANTA REACT-1 FLORIDA 32233 Owner's Interest In Nita of the Improvement FEE SIMPLE Fee Simple Title holder (If other thnn owner) _.._...__....._. Nome Address Contractor R • A . PELLICER L INC__,. Address 005 NOR TIT STREET, JAC;SONv - TLLE, FLORIDA 32211 Surety (If any) NA Address Amount of bond $ . - Nante and addrett of any perm making a loan fat the cunttrucIhm of the Inlpinvc Name NA Address Nnne of 1,ct mr within the Slate of 1'10r1d3, 01hcr than idmiclf, dedignatcll by owner Ipols whom antics 01 other rloc( may be served: Nome NA Address In nddillon to himself, owner deslgnntes the following person to receive a copy of the Lienor's Notice ns provided In Section 711.00 121 (b), Florida Statutes. (FIII In at Owner's option). Name NA Address 71110 /PACE non neconotn'a VIE ouiy } - Owntt� CI "cr. d Sworn to and subscribed before me this - ;s r Y Pf! ;I. i vi N ola t o tr2L �• r, j ,1 t :, j '''''''''."'"......1111001111110111.111111 pi wow • RECEIVED Oct-08-97 09:14A P.O1 OCT 8 1997 City of Atlantic Beach Building and Zoning CITY OE ATLANTIC BEACH PET'..MIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING,DM4OLITIONS CWrer : hiet H „ , ( 4 , o Ir.( CI (iL addr s : /43 A#-.X.45 Phone: 41% — Block or Unit 4 Subdivision: Cont ract or CCO/JOSLI e "-ex State '..icense * /04 ; D00 Addr e s 3 Il cD • cs.41va one ?4o : 5 Y VI II Stace Zip Code 3.2.,w4. Describe work zo be done: 7 De..,14,46/171(1/4) • Preenl: use o : Q f ?roposed Construction: Va4. ?roposec use: ar: addibion? I yes, what are bne dimensions of dne ad:ed . X fr. W - the added area be he.ated and :tooled”' New eLectrical (or increace New plumbing fi.xtures? New fireplace? New Heaz/AC? =am= Timm (=mamma) TWO (RESIDENTIAL) COMPZETE SETS OE PLANS, LNC:6DING SITC PLAN, SURVEY, ENERGY' CODE soma, NOTICE OF COMMENCEHENT AND OWYER/CAITRACTOR AFFInAVIT, /T OWNER IS CONTRACTOR. it A Sighat•.: re OWNER: „„j1,-; Date tA7 Signature CONTRACTOR: 4 _ . Date: Sworn to and subscribed before me this a day .91D. "AAA 0.7 NOTARY q STATE OF FLORIDA AT pi % STEPHANIE McCOMAS ,COMMISSION /ICC606447 ' EXPIRES JULY 27, 2001 ' FROM : Fanasn`io FAX SYSTEM FH�HE NO' ; Feb' 03 1997 09:01FM P1 *. ~ Whole 81.Ailding ��rl'Orm=nce Method for Cn*r uui]OLI_n�� Forro 4004-94 ENEW.3Y EFFICIENCY CODE pOR BUILDIW CONSTRUCTION . Flo/'ida Department of Community Affairs FLA/COM-'i4 Version 2.1 PROJECT NAME PERMITTING OFFICE: f4DDRE8S: � --- -A.L"..'^" EfcACn' �Atlanti Beac _ATLANTIC oCn r CLIMATE ZONE: 3 -------- ]WNER: -~ ----'~----��- _*^�.. PERMIT NO ��I� ^ : _�0___�~___~�__ GENT: � ��f �_~~_-____ JURISDICTION NO: _,26il00____-- 9UILDING TYPE: Ser'vice Establishmer'ts__,�.. - :ONGTAUCTION CONDITION: Existing B.',ild1n -- /EG%GN COMPLETION: _Renovation .. ___~�^___________ :ONDITIONED FL0]R AREA: _ 860 _____ - ___ - _' NUMBER OF ZONES: 1 4AX TONNAGE OF EQUIPMENT PER SYSTEM; --- - ---'- . x _ 5 --_ - ~ - ___ - __ - _ - _'~ - .~_^----_~~^ :OMPL%ANCE CALCULATION: 1E:THOQ A DESIGN CRITERIA RESULT ~ ------ k. WHOLE BUILDING 52.56 100.00 PASSES `RESOR1PTIVE RE1]IREMENTSx I8HT%N8 EXTERIOR LIGHTING 1*0.00 270.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES NAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10'00 10.00 PASSES HEATING EQUIPMENT 1. HSPF 7'00 6.00 PASSES AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1" Unconditioned Space 4.00 4.20 PASSES ATER HEATING p'OJtPMEWT PIPING %W8ULTION RE8UIREM . ~- �______ OMPL%ANCe CERTIFICATION: hereby certify that the plans and Review of the plans and specitica- pecifications coverod by this calru tions covered by thit caicu1Ation atlon are in compliance with the indicates compliance with khe lorida E Florida Energy Efficiency Code. REPA 8efore construction 1s c��mp1eted, ATE: - this building will be in%pected � p for compliance in accordance with hereby certify that this building is Section n compliance with the Florida Energy BUILD fficiency Code DATE: WNER AG ATEn ~ ~-- hereby certify*) that the system design in in cmmpliance with the Florida lorgy Efficiency Code. SYGTLM DESIGWR , RE9ISTRAl1ON/STATr FROM Panasonic FAX SYSTEM PHONE NO. Feb. 03 199? 09:01141 P2 t c #1 r _ F AY rPiy r.!`.i��P�Y(bt'I r a. t , ; ..� .. .. G'I' -' .. ..t.ic " _ . ' 4dt•J t "E'C:r t._ ....._._ ,._.__.,..._.. ........__.._...._._...,..._._. ..., by l- te W�' ?tw f`..x,., y pro f �i:l(3 "1. I <i. r.) (-74 C) ;orf: *^, i . . r J t _ , h_ 1 1 i !." 1 F3 van 1 11 ( 1 Cj 1 . �. ' %i �; r,. i ^: 1. r? r ' � w tt l . _._._..,...,...._ ............._ ._.._._.,.._._._._�,...... - - -• --- ....._._ _.._.._. ,r .. k.. , � ?I t .. _. ,... i ._... _ ,F. , It j � ma 11r?:: c�r7t c�if�w��a Kam( rr 4 FROM : Panasonic FAX SYSTEM PHONE NO. : Feb. 03 1997 09;02AM P3 • BUILDING IMFORHA[IDN COMFLIANCFS. 401^-^----8LAZJNG�-Z.ONE 1____-^___.-_ CHECk SC '---~------ ------------~ Elevation Type U ----------�» ^--_~____ -__ __ ~� ~___ OA Shading Area(Bqft) �outh Residential 0-0 0.01 -- - ~------------ --~'---�� :East Re�1dent1al 0 �'o1 V^0 Continuous Ov� 2� ` ' ' o.V Contin�ous [ve 1 2 Total Glass Area in Zone 1 = �6 ■ 402 ^ - ~ ---- WALLG�-%ON� 1-__��________~___Tntal_Glans Area = �6 Elevation Type �� --------- --- U Ad R 8 ^__~�~. _�~__ CI' ---- ~�----��----------- ... -~_ ~ / Jorth L & Hvywt, Concrete Blork + 8^ L 0.294 -----~ ----------- South L & Hvywt, ConcreLe Block + U" L 0^2q4 11 �O8 �ast L & Hvywt' Concrete Dlock + 8° L 0^^2q4 11 2�8 Ve�t L & Hvywt' Concrete Bloc. + 0" L 0294 11 200 Jest L & HvVwt. Concrete Block p ; L 0^2v4 11 �00 East L & �vywt. Concrete Block + B" L 0^^294 11 112 Jest t L & Hvywt. Concre�e El . 8" L 0294 '1 .1. 112 Jorth L & Hvywt" Con�r�+e Biock + 8` L 0^294 �� 1�� uth L & Hvywt Concrete r-x + 8" L 0.', ^ 294 z �� 120 i _ _ Co__c�_ -^_ , 120' � Total Wall Area in lone 1 = 1392 Total Gross Wall Area = 1392 1.0.:::.- ---- DUO RS--Z CBN 1• �-----~--------___~_-___--~--------- ~ � 1 II' vAti Typte -------~-- --- -�~�____ ~_________ . �______�_�_________________~_ U Area (Sol' t) .mst 1-3/4 Wood Door -SDl id core f lu4-h 40 0 ~~------�~ 18 lest 1 Wood Door-Soli� �mr� �iu�h ^ '_ �.40 36 Total Door Are in Zone 1 = 54 �04^ 1________-___-__'-Total_ Don r Are � _ = ��~_____ 54 �Y Po_��______�_~~ �________~_________ Color U Added R Area(Sqft) o ----� ~---- ~ ----~ � Wood with 1x Insulation Medium 0 1�0 30 ---- ^ 650 Wood with l" insulation M dj-�� - ' ~` � un 0.170 30 210 � , Total Roof Area in Zone I = 860 0 ~ 1. 1ota3 Roof Area = 860 ypR - — ~�______~��_______-- ________~_______ R Area(Soft) ' lab on Brade/Uninsu ---------- lab on 8rade/Uninsu1atod 0'� �5� 0.0 210 Total Floor- Area in Zone 1 = 860 06^-~--~ - INFILTRATION ____.- _____________ Floor Area f, _____ 860 - Infiltration Criteria in 406. � .APL-1 hove been met CHECK 0� - " SYSTEMS i • Typn ------- -- _ - _ - _ ____~_ No Efficiency lPLV Tons . 1. Split System 1 ----- ---' - ------�------� 00.--------HEATING GYGTEMS---- ----_ Type ________________________~___ Nm Efflci BT- --- ~ _____• 1. Split System ' -----~ og`- -----VENTILATION---- _ _-�__ _.- �^��_____�_ 540�V � | •_ V�ntilmtion Criteria in `�09,i,8BC_1 have been �et, }[HECK' 1 FROM: Panasonic FAX SYSTEM PHONE NO ' . `^__ �~`�`^�.. Feb. 03 199709:02AMF4 l Sp, Lit �- ---- K l TYPe ____� r-»alue/in _ Diameter T�' k - 1^ Circulating _�� __�_ � �c nes�' 412 -W� --~--�~ / Type - -~.-� � - " " ___��_�� _�__ _., Efficiency ocanooy�o�� I�pu��te Gallons' - 413.~----ELECTRICAL POWER D7STR----^�„- - - �---�-- �---�--- -- ID U 7 lON~ --- ~__~__------------- ---- ------~ Metering criteria in .�^�'1 �8 l ha b CHECK Tr�n��orm�� criteri� i q�^ " 'e been met.. R ��4^�---�MOTORS - ~~'�" _ �"��`^^^'A � ^2 have been me!. �� Motor efficiencies in 414 1 ABC l have --�-- �-- 41�"--��LI�HT%NB Sy�TEMS_ZON ^1_ ^ �«e been m�t. / ;Pace TYpe No Control rype ^ N ---------�----------------~--- � o Control Typo 2 No Watts qrea(aqft) amference 1 Onigff 4 ~"" .�, 00 760 416 ----------� --- -�---- -�----~--- [oilot and 1 On/Off 2 'Tine Activ 1 On/Off � "°"� 00 15� �3S [oilet and 1 On/Off :5 """= 00 248 �n None 00 310 'Z10 Tota Watts for Zone I. = 1512 TvtaJ AreA for Zone 1 = 051 Totml Watts = 1512 Total Area = 851 Lighting criteria in 415,i,ADC have been met, CHECK ,----______~_~__-___~-_____ --- ~ _____~�� .6._ load _ �izing _ has been_performed. (407.1.�\BC.1) ------ ----- --~ _-________-~__-___~ .7" - Duct - sizing _And - design _have h�enperfQrmed. (410"1"ABC.1 .2)~-- ----- ~-- -___-_ ____ ~_ ___ _____ �_ .8. Testing and balancing wiil be per (410.1.ABC.4) -- .... - ----- --- ---~~�~~�~�--�~��------�------ --- -------~� ... -------.� 9. Operation/m*intRnance manual *ill be provided to (102 ----- --- .�_-�--____—�___ owner, (102.1)1 ____~„_-______~_-___�_�_____�~ / . | � . . ` . ` . . ' � � psR.3644 t r ".�..� � i s 5 1 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH W - PERMIT INFORMATION w- ..._,- . i� �. �...., - .. L,OCA�' I ON I N�'d�Rl+#AT' ION .� � � ., P rmit l4umbero IS 89 Addre s; 1 00 SE L�VA MARINA DRIVE i. Permit ' Type :CO,C MER /AL ATLrANTIC BEACR. FLORIDA 322!3__ C o Nark ; >�IE....�. LEGAL DESCRIPTION -- Con to 'yp .MA ONRY/BRICK R1 ock: Lots __ 0 i : T't�P > Proposed Uses Sect 1 on : 0 Subd :0 Rng DweI1irg x 1 Sabdivi$i.on:SESVA MINA 1 f Est., Value: t . imprev ,, Cost : 80 000 , 00 l' Total Fees: 1,140.0 i Amount . ,' .1, 140.0 Date P 'e'' 2 O � 1 Work T � . 4O MAINTENANCE 'BUIL�i I €3 QI;FICL WAREHOUSE r�� btu . < I , � ' l - . T I _- - ,- ''- " . ,' _ APPLICATION 'EEB Na m, o „ A it TRY CLUB I T� 7 20 O0 #, ��RNA DRIVE",' FEE I , , t R ,�,1 FLORIDA 3 223 l ' ” 4' Q00 �j d 3 . � { — — ,. C " ° AO a R,I "ORMATIQ - Name R,A. P t CER; INC. '; i Addy •,...8D 5 NO RE 'L�OR I LEA 3 l 1 ACTSOI'� ,...Joggz u� E P a T 4 - 1 1 f 4Pt '°s '•es,n,y�, tt 1 NOTES: { i , r i NOTICE - INSPECTIONS MUST REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i t BUI I t I MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,'AND MUST BE CL R 7� UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN l } THE ROPERTY OWNER PAYING TVVICE FOR BUIL NG IMP# OVEMENTR '' ISSUE CORDING TO APPROVED PLANS WHICH ARE P ,.T OF THIS PERMIT AND SUBJECT TO REVOCATION. FOR VIOLA :t OF H APPLBUILDING ICABLE PROVISIONS OF LAW. • t 121111191179 a1 �}e�i ��f t.�8p:� � ATLANTIC 9811 832 BE DEP R TM ENT n T C�l�l' ' OF AT ?�TLANT7 C z C.-I .c prLICAT1OlY FOR PLU2 i t rI " JOB LOCAT:oN: A 2.- Oi:NER OF PROPERTY:_____,AZIVA _ MEIt . CONTRACTOR �k'�'�i�' Cp1wI miu SCiJ- �� LCTO N _ _ TRACTOR'S I OR' S A g - DR =SS. ETA7E LICEtiSE NUYBE:. - - HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SIN WS - - SHOWERS LAVATORY 6 WATER =AT_RS BATH _UPS K - -- , D1 r +A it -Rv ;;RINr1LS D_SFCSA:S _ CLOSETS FLOOR TRAINS - - SHOWER PANS _ = — WATER REP:PE' OTHER TOTAL FIXTURES: x $3.50 4, - .5.15.00 MINIMUM PERM i' FEE - S25.00 SIGNATURE OF OWNER: SIGNATURE OF CCNT • , fs 41 eV INSTALLATION OF PLUMtBING AND FIXTURES MUST BE IN ACC r THE MOST RECENT EDITION OF THE SOUTHERN , PLUMBING C_ TH STSTANDARD PLPLUMBING CODEE CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (9041 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTIION PRIOR TO COVERING U. - (904) 297_5834 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL -IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION S treet Address: ,I1 D JEL1),4 49- 4:09,M £p . yy� OF Intersecting Streets: Between S IY11>?, And 5i<L y 4 12)412 y►A 0/li ■ BUILDING Sub- division II. IDENTIFICATION — To be completed by all applicants in consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nome of Mechanical n Contractors Contractor (Print) l� ,S 4 S acxst,» J du Master Name of Property Owner AVA mA C• G Signature of Owner Signature of or Authorised Agent Q Architect or Engineer III. GENERAL INFORMATION A ' Type of heating fuel: 8. Electric IS OTHER CONSTRUCTION BEING DONE ON I ❑ ric THIS BUILDING OR SITE? t3 111 ❑ Gas — ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ on PERMIT ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO IE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) O Residential or g Commercial ❑. Heat ❑ Space ❑ Recessed 0 Central 0 Row ❑ New Building Air Conditioning: ❑ Room ❑ Central Existing Building % Replacement of existing system ❑ Duct System: Material Maximum opacity c.f.m. O New installation (No system previously Installed) ❑ Refrigeration ❑ Extension or add -on to existing system ❑ Cooling tower: Capacity g.p.m O Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator , (number) THIS SPACE FOR OFFICE USE ONLY O Gasoline pumps (number) (mod) O T.nke (number) Remarks ❑ LPG conteiners (number) O Unfired pressure vessel O loiters Permit Approved by Date O OIMr — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT r reny Number Unites Description Yodel Number Manufacturer Oy Approving 2- Can O 15eoz_ 3 /g A1:Sd)(v50) C,-,e/ ) -- v • HEATING - FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer (BTU) A ►i� e TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving and Dissensions Contained Anufacturer No. r _tAtt Y T� ��t f CITY OF Office of Building Official REQUEST FOR INSPECTION .5 9 ¢/ Time Date /D / 3 O Permit No. Received 7• / 6 A.M. P.M. District NE /6061 - 2 e,/ o n 4 Job •dress Owner's �Ilty cy Name /_, . � � BUILDING CONCRETE ELECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ xoug firing ► Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Lintel ❑ Fire Place ❑ R , • FOR INSPECTION Pre Fab Mon. Tues. Wed. Thum A.M. Friday P. M. Inspection Made AR.— •.M. Inspector 0111111V--- y,� �f�� Final Inspection 0 n C „ _ ^ Certificate of Occupancy .4 ‘" A� —c.(/— V advs Jr j Date t. • - v 4-- PRE-ERVICE DIVISION JACKSONVILLE ELECTIc1C AUTHuhiVi. 223 WEST DUVAL STkEET JACKSONVILLE, FLOH1DA 3220 THE FOLLOWING FINAL 1NSPECTiUNk_ ItAV. :.i:i li.i, Atil) A. SATISFACTOHY: SIN ELY, BUILDING INSPECTION DIVIS10N cc: FILE =CFT'Y OF (-) ATLANTIC BEACH, FLORIDA �a I Approved by l APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 10 _ / 19 7 / z.- 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. it' fi i ,111 1/..C-1 25 .i I Le - <1 . �i of ELECTRICAL FIRM: MASTER ELE TRICIAN SIGNATURE I JOURNEYMAN 2.. NAMESQLVQ, %P'r\ > ADDRESS: /000 Se/A/C Met. ima 0 . RFD BOX BLDG. SIZE BETWEEN: RES. ( 1 APT. ( 1 COMM. (q() ` PUBLIC ( ) INDUS. ( ) NEW ( ? OLD (x) REW. ( ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW (K) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE 17 70 AMPS AO 0 COPPER ( ) ALUM. (jO / G"Z SWITCH OR BREAKER o-O 0 AMPS 1 PH 3 W % ( ? 111 RACEWAY \ ` CZ) EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE l NO. SIZE 1 NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL J 0.30 AMPS. 31•100 AMPS. SWITCHES OP/ EN FLUORESCENT & M. V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. 1 AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS M 0.1 MOTORS H.P. I VOLTAGE PHS NO. 1H.P. VOLTAGE I PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA _ NO. NEON TRANSF. NO. ' VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN 1 1 $ FORWARDED .. TOTAL FEES 5c DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO., 6 v ^( 3 7 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 1 -11– 19 84 Valuation $ 8 , 856 Fee $ 45.84 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. SELVA MARINA COUNTRY - This is to certify that ` " d 1600 Selva Marina Drive 6337 •OUCAC 3 has permission to build Garage as per plans s ublT. t ed l 1, Commerct5a Classification Zone Owned by Belva Ma ountry Club Lot Block S/D House No. 1 C,l11 Sal va Marina Drive According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE —i O Building material, rubbish and debris fr om this work must not be placed in public space, and must be cleared up an. a d away by either con - . c r ner. Building Official. FOR PERMIT USE ONLY /� NUMBER DATE CONTRACTOR USE ONLY � -` PLUMBING ' 42/9/ L ✓ "° ELECTRICAL SEWER I WATER - 7' i : .. ii. t. i._ • .. ■:..I..1 ... Fe 19 : it -"-,` . CI i'Y OF ATLANTIC BEACH - FLORIDA IT: .-e 1 . . . i ! ICAIP....7/N-1 ':(1': a ''-fli! i...)':`'-' . _ '.,..`it n is l-e_ocby i.- for 4 .1 - ;r , L., ' .._d , '''.,., d. :Y1,...c.1 . -',...., ,-)t of the plans and .9:-, cifications herc s :litnit!od .1% t7.e 1.:.il.i or other d Tbis ,..-,-.; n 's : -,:...de in .-..:;-,p7:;:rse and ecrfornlity esith the P.iildng Ordiraoce of tbe City of .!-- 77, -.eh, Fle:ida, .....1 :=.11 pr.. •ons of tl.; T .: ':9 of Ihe ',dt A.,. of Fle:-:da :a1.1 ord ...rt E.'s of the City of Atl..... tic td nII ..7....s and .. of tiro Thii:d:: g I:I. ;-..`.-: t of tlie City of Atlal tic 7,... h, s: ‘II i.e e with, -.71. .er l. r-in ti --cified or not. 'Phe C ..: t:co: or 0....i.er-Pnilsb:r :-.1.t.. has been its..sd a l'.:iiidirig Per,nit :s nnt.::nat: - -idly - ....,...t.s:: le to tr: :::' -in 'hat all - „I-- c. int Fast- rs ...71::d by hirn are duly Iiicnsed in tl.e City of Atlantic Pi...ach, ric. To ; . -tot ,?..27 or - 7- - .-:.,:.-,t. r „ .-d- ::::g int es or fir il i: it is s:::, gcst, d ',7 at i it of s.ilt-centractors d-e -..1....:i. ri to ts offite =:. 0 -at li : . s can :.:-... :.....r.fisd. Date / - / / - 4fr , 19PY 0 1 ., er - S 1 22stra, 9, "/ 0...-2.2--7---CA e' .ddr Jo ztet2,-.: D-L. rri7:hone NO 6 vPz7 A rohitc-t. kddress Tcl; h.ore No.. Conr _tar Thsiltier 5 4 - 1 -i c:.. Tele.phone No. T...31: '‘:o. Plock No. Sob D:von 7.or,e Street Side 7.et en - $ 9 000 T-i'or -.0. purpose rill buildirg he -..sed C 1..(..46 s*Thez Tpe of constructionif . /4. 'r< 2. o" 1 ,- ; . . , F....-, 2 (./ ) 34. flintensiors of I,ot Si:Le of -7 oor- - i.os - ._____ Sise c.f 1•'"e--q ,___. ;. of Sills — , Sill sptin in ft. Tfpe P.. •,--.7*::.s..,: .. ii: T-l'.-:ii i"..•: be 'd s: ted? Voi Yr 71.111 be on Solid or Yi'lei G.rou:id 7 • e of c . ' g Jo 9 -- 'A g , D''': tOP C.' C - '.' rs _2- y , Gi Span .- Fitti.: e_if •:.::::te:rs )• X 4. , D7st_a_ s e on (-: ..-rs 21, // , ("; : , ....et 7 an z_/. 71 i l' 's - :o i .. - s Contractors' Lisence No. Locate the 1 :It::: g or 1 --•• -------- - ---- - - - - ------ sit.pn. C.....,,e .::st.: te in e.:.-: __ ___ _ _ _ _ ____ AVPIP'ROVED .: R LC I T IN / - Two et..., :t s of ;. and siic-c7fici. s .d.all Si■rf I. : F r I i . 14 T C BEACH / 1 be - ... r:_pplication. UTLOING 0 FF`ICE ' Trispiotions ret:...i.. • ' t l 1. il,"hen steel is in plar . and ready to pour footing. J i 1 17 .... , .“, ._.....„ • , ;_ ., ,Q 2. ',TM.-..-.7. st.oel is in - place and ready t-o pour colu-trs ins :4, - plYc an : t 7, I. aryl. eei1/ e d o ,.., ...i :.'", 4. t'.7.-an :ra.ning is s.o.nirdet.ed. 6. Wi to ',tie tank c::.ain field or /- is laid Is....i rt.". re it is co-, cred. ,... L 7. Elect.-7c2.1 7......, Ly City of Jac",....sor.ville. :A S. 1- ::.,...e2t7in. •...- . 7-_-, ,. : : e of ... .., : , Li - n, rt.. 7: --;:- - -...'ion 2 ST 1. -_, c.:-..:•,i ft-. !•;,,..--r In e nsidt.-a',...: of it i,,.. :1 : r (1. 7 ----.. -;.:-1: ,. .7 .. st -: -... :rt., ..:e 7 . 7 . - y i . to v crIc in ..stsn.d . se ith t: ,... , - 7 ..cl, ; ' - is. - s.d. : s f ••: F , :: ;7'h :- '7, a ;': 7 . - - :. in . - . - .r, - _e ':.,',,, '. 1_ ' _, .. ' .' ' , .7 '' r.? (.: r ': i f ' ": . '.•-:: 7 - ' ' f - -• 7 i 9 (' L / V t7' . - - -" ---1-( 71 ' 1 . ' ' ' /tie° j ' 10T: I'l 1::1,1'•G: _ !DAMN 1 CAL: .. LI l'Cl R I CAL: BUI LW NG PLR:11T I:Old:SHEET HLATED SQUARE FOOTAGE: @ $ per sq. ft. = $ C %RAGE ( H PR1VATE/SED): __ _5 @ $ /O_ per sq. ft. = $ Ct.RPORT: @ $ per sq. ft. = $ _ _ _ PORCHES: @ $ per sq. ft. = $ _ _ __ _ DECK: @ $ — per sq. ft. =$ - -- -- PATIO: @ $ per sq. ft. = $ TOTAL VALUATION: $ 51() PERMIT FEES /0 eo _ . $ ios TOTAL DATA 1st $ _0_ -- REA1 VALUATION -- @ $ . per thousand or portion thereof TOTAL BUILDING PERMIT FEE , , PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE TOTAL FEE DUE $ PLUMBING PERMIT FEE: $ MCHANICAL PERMIT FEE: $ ELECTRICAL RESIDENTIAL: $ FlECTRIcAL TE'TORARY: $ WATER nETER SIZE: FEE: $ SEWER CONNECTION CHARGE: SQUARE FOOTAGE: FEE $ WATER CONNECTION CPRGE: FIXTURE UNITS @ $10.00 PER UNIT: $ _ _______ ACCOUNT NO.: -------- ----- APPROVED BY: APPROVED TOTAL BUILDiNG/PLIAN FILING FEES: $ co OF filNi1C KIM CU:LIDING OFFICE TOTAL WATER :IEIER CHPRGE: $ 1 1 TOTAL WATER CONNECTION CHARGE: $ JA!' 7.'" 411 r I gi, _,- -_ TOTAL SEWER CONNECTION CHARGE: S GRAND TOTAL DUE: $ r , • it t, '" , ,: , - . 1 ( \ , .) • > il' t' , t J :■:` 'N e Nk t, ••-•••4-----__- 1 (,-, 8 > '''' , 24-' " , T 4,.. , i __•,. _..... • ,_•••__, L , 1,.... • s..) cr 1 . ■ 1 , T3' 1 • I , , i 6.-.. c. r i.-- •-, 1 r , — , . tb 0 c) 1 u i. I 1 1 c ''• c',.. I 1 0 0 -. ..... 1 , '10 . v c) h's •e, % NI ,Zt N i 1 ''.. 4 ■ i 1 l I . Ki . . Q. ; \ 1 ■ 1 c• -i.,.. o, • 4 I 1, r\N 1J -Az.. . 0 "" 1 • I r, * & 1 i I I ' 1•0 ! S ' A .. . ! , , \ rl . ; N, isza 1■1 . i 1 I 1 .1.sL 1,4 i 0' r 1 I • 1 ,,,, k k.,. 1 Q. r4,, , 'J t•N ..1 • ; \ - ' \ '‘) • i i .1._ k, r 1 I \ ■ • I, CI ' e 1 . .. 1 .. 1 4 ` I I I r i .1 .'t. % ''' 0 4 , \ i i'l I ' i - 1QP (,,;■ . . 1 \ 1 1 t )t • ! C3 _ _ / t ' , 3 ! I '3 "... " VI c■ .-C C... 0 . „, ni t . 4- ...... i • 1 I -,-- f t \,... ■ r%‘ .....r - i rl . % 1 4 r c, , ' CI ■ N c) C-' -4, t. _ l N •• 1 r. e — • . i 4 '''''4) •-‘,.., i . I .C;,, V, • ”, . 1 4 7 DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH, FLORIDA TL PERMIT TO BUILD rt 5,5, 0 T L I i I I THIS PERMIT MUST BE POSTED ON JOB 5059 l e 5/29/86 \ May 28 1 9 86 7743 s tincAtG 1 � Date 5059 9 1 A 5/29/0 1 t1C?QI I Valuation $ Fee $3 .S 1 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. I This is to certify that Geor ='e Roo RC0049622 1400 Beach Blvd. #28, Jacksonville, FL 32250 ' has permission to re -roof I 1 Classification Zone Owned by Selva Marina Country Club 1, Lot Block___.--_ - -S/D House No. 1600 Selva Marina Drive According to approved plans which are part of this permit I NOTICE —ALL CONCRETE FORMS 1 1 AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS i AFTER DATE OF ISSUE _ _._- -- 41---- -► Z Building material, rubbish and debris .1 from this work must not be placed in public space, and must be cleared -- — up and hauled away by either con- l t trac r or owner. Building Official. 1 FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING -- ELECTRICAL SEWER _,�■ WATER I 1 I I I { ", S 1 I' y • d 1 1 I I { 1 1 j l 1 • II 1 1 I ' I { 1 1 I I 1 ul I CITY OF ATLANTIC BEACH APPLICATION FOR ROOFING PERMIT X BUILDING OWNER .Sen./,9 /y y PHONE 0 Y6 4/f.2 ' JOB ADDRESS /600 3 81 /07n,p /y,y ,Q/? LOT# BLOCK OR UNIT # SUBDIVISION 1 CONTRACTOR 61 /A GE /1'6" d / PHONE 2 4 7 / 9 - ° -Z SP .* ADDRESS /y'O QE�C BL// t/,GI 5e /� f LICENSE NUMBER k c , 00 c/9 K.2 .2 EXPIRATION 6‘..- fa - r' ( JOB VALUATION $ /O / 3 0 ,. d e MATERIALS: S/7t vrL -s SIGNATURE OWNER DATE SIGNATURE CONTRACTOR �!� �„z- DATE s Z r-''�� Address Heated Square Footage @ $ per sq ft = $ Garage /Shed @ $ per sq ft = $ Carport /Porch @ $ per sq ft = $ Deck @$ per sgft =$ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ $ 1 L �, �c� s, 130. co Remainder Valuation $ ' ` c c $ 3. doper thousand or portion thereof ADDITIONAL PERMITS and /or FEES REQUIRED Total Building Fee $ + 2 Filing Fee $ 1 g Mechanical Fireplaces @ 15.00 $ Plumbing BUILDING!PERMIT FEE $ Electric /New Electric /Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ Swimming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter Elevation Certificate GRAND TOTAL DUE $ CALCULATIONS and /or NOTES . • '.,•• '4,, , -,,.;',,•) „ , . ••, . •: ". ,, •••••••.; • .•,,- f.. ;:::: ' ,•. :','„:.., A",,,,... . .,,.:; .2...,' • : ,. , ', • ;.• ..,; • .,-,, • ' • . • 4 ' A : . • '• . • , f rt , . .. 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BOX 26 ATLANTIC BEACH, FLORIDA 32233 \ � TELEPHONE (904) 249 -2395 • INSPECTION LOG BUILDING PERMIT# ELECTRICAL PERMIT# PLUMBING PERMIT# MECHANICAL PERMIT# I / JOB ADDRESS / _/ ) i CONTRACTOR OWNER (;) 1 Called In 4proved .ected • JEA Temp -Pole Slab Footing —" � / 3 Foundation Framing Plumbing (R) Electrical(R) Mechanical Fire Place Top Out Electrical Final INAL INSPECTION Couluients : CITY OF y4 s& Beac4- lim Office of Building Official ,_ '. REQUEST FOR INSPECTION / Date ( /, 0 /F-V Permit No. Time A.M. Recei P.M. District No. ,tom- a� A .. 6114 44 4---- Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION a r A.M. ®, Tues. Wed. Thurs. rid P.M. ('---- A.M. gy Inspection Maae P.M. L, Final Inspection ❑ / Inspector Certificate of Occupancy Date CITY OF Attotatez Seas!- 9104tda Office of Building Official ff!J // 6 /.,_.2_. /.,_.2_. , REQUEST FOR INSPECTION Date 6 - 4 , Permit No. v ;received g _ £v - - District No. _ AO ...-- a_, / ,,,...r v Job Address C Locality Owner's � �✓� Contractor Name v, BUILDING CONCRETE E ECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final El Sewer ❑ Fire Place ❑ — READY FOR INSPECTION Pre Fab A.M. Mo Tues. Wed. Thurs. Friday P.M. Inspection Made . I' . Inspector Final Inspection ❑ Certificate of Occupancy Date CITY OF ( e-Z/A ) ,4taatic eateet-94414 Office of Building Official FOR INSPECTION Date J ,/ EQUEST Permit No. Time / A.M. Received District N. ' % � �/ / L�_ Job Address • Local' 1 " • Owner's Contrac r. " Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHA L Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. ' Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector L ' Final Inspection ❑ /glyt44/,.,/ 1 i , Certificate of Occupancy Date _,UILDING AND ZONING INSPECTION DIVISION ti Oh CITY OF ATLANTIC BEACH, FLORIDA Z of , ELECTRICAL ' PERMIT 1 at .... Date VOSS Fee $ 21.$0 Permit No. 4132 3 =NI IAA Location 1600 Saw* MLA** DAY* ag Between and This is to certify that A. Stooks 4 Liitheugh Electric Oa. All Liimmuk, 2 ' I (Electrical Contractor) (Master Electrician)" has permission to install Electrical Construction as described herein in accordance with the provisions of the Electrical Code and regulations 0 z 47. of the City of Jacksonville, and subject to the information shown on the It 2 application, drawings and specifications which are made a part of this I permit. s for Sava Marinik fliverilly inish. g 3 lil Type of work: 014 Oesseerciel a I SERVICE: existing 1200emps 3ph 41. 24Gvelt > -4 4 i 0 V tai Feeders: Outlets: o u Receptacles: ILI 02 Switches: 0 X Incandescent: 6 '- Fluorescent: Appliances: A Air Conditioning: Motors: Transformers: . Signs: Misce bend the WM filter system back to the poet, issisileg tornitineter IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: , MONTHS PERIOD, PERMIT Electrical Inspection Supervisor BECOMES VOID. 4 4.1110 - ....._ - BUILDING AND ZONING INSPECTION DIVISION c CITY OF ATLANTIC BEACH, FLORIDA c ELECTRICAL P Rm iT 1 tit) . Permit No. _. Date _____ _ Fee $ ., co 100 W V $011110161$ art*. el tocotion nd Q I . Between a °` , � " *� „� ; z , . This is to certify that � . tElecriisail Ccintroctor? (Master Electrician) .m H a.� , has permission to instott Electrical Construction as described 41 r ein in ,r1 0 accordance with the provisions of the Electrical Code and regulations h of the City of Jacksonville, and subject to the info z rmat shown on the a ! pplication, drawings and specifications which are made a part of this y a • permit.' 1 for 1 a . d, Tvo. of work: cl SERVICE: ti I to > a Feeders: O Outlets: Receptacles: 4 Switches: s Incandescent; Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: M a 4 . Miscellaneous: b IW NO WORK IS DONE UNDER iSeUED HY.� THIS PERMIT DURING ANY S1X oe in thin s MONTHS PERIOD, PERMI BECOMES VOID,* CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT U. )))(\ \ . -11') TO THE CHIEF ELECTRICAL INSPECTOR: DATE: G..r 5 19S ' Z 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: -- ggoe"e 9 liq) de ' I N& ; '11 I' 1 - 1 S `7?))4‘ 4 ELECTRICAL FIRM: MASTER ELECT - ICIAN SIG P' URE ,IOURNEYMAV NAME E •I : ' b V O��'UO`' A" -'L RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. 1 ) COMM.3 PUBLIC ( 1 INDUS. ( 1 NEW ( 1 OLD ( ) REW. ( } ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( ► SO. FT. I SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ALU11A. (. 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. 91.100 AMPS SWITCHES INCANDESCENT + - 4 0 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 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOU A I , I : , ,_,.‘ a TRANSFORMERS: UNDER 000 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN IIIIPPIMP.'trrktmiNN FORWARDED S TOTAL FEES 9--‘ .. �� Q BUILDING AND ZONING INSPECTION DIVISION Z CITY OF ATLANTIC BEACH, FLORIDA Z ELECTRICAL PERMIT ' . g Date .... : �. 22. Permit No. 1 --- jaw_ O Location t ±mss .� -. W Between a This is to certify that and Itr. a f_. _�. a (Electrical Contractor) '++ (Master Electrician) -- E a has permission to install Electrical Construction as described herein in ma accordance with the a pr ovisions of the Electrical Code and regulations u o of the City of Jacksonville, and subject to the information shown on the W w application, drawings and specifications which are made a part of this i permit. fo g 3 Type of work: a SERVICE p imams raceway ervics 600 asps 3pb 4w 240 is 3 > Feeders: Q s W V Outlets: 8 Receptacles: O W Switches: m Incandescent H Fluorescent:- _ t - Appliances Air Conditioning Motors: Transformers Signs Miscellaneous IF 1O WORK IS DONE UND <.. THIS PERMIT DURING ANY SIX ISSUED ,BY MONTHS PERMIT BECOMES VOID.: Electrical Inspection Supervisor v,rr ELE a 2 !4 V 1S10N i 4 -i 4 . i „....,, PER i'' ' TRicAl ..........._ -,...„....„........ ,,„,,,...,,,., 4 ,, Data Location . R$ -?5,4 :p, d z: errnit N +v Ts ht a M certify, �� At � fY that O — an te d ' '— ` —•�_,� has petrni s (Eltrko! Co ntracto r ) 8tpn to ,� accatc li with install Elec trical �` t he tracto Provisions Cansir (Master El ectricia n ) W uction os describe apP Jacksonville, and of the Electric herein drawings Electrical in �' permit s to the inf n d re t � lo $ ` fo pecifications which are mo shown on the Typ t . de ° Pan, of this = y ssizviceitst* work: 8 if i 1110111010110r. 11 "" li lligiAll F ief's: VA a > u Receproclss Q � switcfi M can d e sr scent: C Flu orescent : APplian A Conditioni • Mrs. F. Tra nsforme rs: Sig Miscel/a IF p WORK iS DON A RA4IT DUB E /V ' 11 ' . BECOMES Sk#0 ANY ` ` FRM ISSUED BY MONTHS PER P Ei+strko! lns�� SuR'�lsor CITY OF ATLANTIC BEACH, FLORIDA App.o* d by APPLICATION FOR ELECTRICAL PERMIT ' 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 4 4-- 0 19 ir 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. e--0 gt Li ilt'l 010 - OW . ELECTRICAL FIRM: MASTER E C RICIAN SIG TURF JOURNEYMAN NAME 1: 1-04 : \ 1 ,4 - r Y'-1 I" P ADDRESS: l " 06 Sccu6 MP12JW( RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO FT SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. TCH OR BREAKER / PH W VOLT RACEWAY EXIST. SERV. SIZE 60 0 AMPS ME '' `VOLT 5 f ` RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES MI CONCEALED OPEN TOTAL / 2,0 0 -30 MPS. 31-100 AMPS SWITCHES 1 0 t INCANDESCENT FLUORESCENT & M. V. .-- 0 6, FIXED 0.100 AMPS, OVER APPL1ANCE9 BELL TRANSF. H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS - fist',. awir, TRANSFORMERS: UNDER 600 V. 111 OVER 600 V. .r VA IIINO. �F „'.,' ° '�:. {, 0 TEA ' ' . NO VA. MA. I MOTOR SIZE Apl, FLASHER EACH SIGN l 10 - 00 FORWARDED $ TOTAL FEES 2 2-I ( 0 DEPARTMENT OF BUILDING (� C + CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. �7 Q J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB (10,00 TL Date April 26 1988 2022 IA 4 /2.l9E 9123 •OPCACC Valuation $ 12, 000.00 Fee $ 60.00 2 522 1 ?l 14/26/1E I I This permit not valid until above fee has been paid to City Treasurer, and is wool subject to revocation for violation of applicable provisions of law. This is to certify that Certified S.P.A. Tech. -Inc. CPCO27587 128 South First Street Jacksonville Beach, Fl 32250 has permission to build COLLECTION TANK AND REPLACE PIPE Classification Commercial Zone Owned by Selva Marina Country Club Lot Block S/D House No. 1600 Selva Marina Drive According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE - -� �--� O Building material, rubbish and debris -1 from this work must not be placed in public space, and must be cleared and auled away by either con - s r owner. Brutal Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER • PLANS REVIEW CHECK LIST 4 / Address 2,?,4.<0 et t Owner lift.">_/„.4/4". 1 iv Legal Description .4.4 // /f _ Contractort.yer License Number 0Zill,) License on File (ES NO Section 24-101 * Zoning Regulations / Zoning District Proposed Use illte,:e414,110/te-1)1: r- Required Lot Size ) Actual Lot Size Setbacks Required Provided Section 24-17 front CORNER LOT INTERIOR LOT rear - - fl ---(14si Flood Zone__...c2,-rt side-1 - 4. Required Elevation__41/kY_ side-2 h'14 Max. Height Allowed____62_L__ Proposed Height Section 24-82 * Minimum Lot Coverage Required Heated Area /JO Proposed Area Section 24-161 * Offstreet Parking Pi Number Spaces Spaces Required__H Spaces Provided 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 V City of Atlantic Beach Utilities Private Sour e SEPTIC TANK WELL Plans Reviewed by CAZCP 4 Date -. Building Permit #____L DENIED tres /6 66 ?4- Heated Square Footage @ $ per sq ft = $ Garage /Shed @ $ per sq ft = $ Carport /Porch @ $ per sq ft = $ peck @$ per sgft =$ Patio @ $ per sq ft = $ TOTAL VALUATION: $ / & C) . O C7 DoD. "6 Total �1aluation )0.06 $ JC� _ 1st $ c ?, pip, oc7. 4 00. , p p Remainder Valuation $ 30. $ 3 .©Open thousand or portion thereof ADDITIONAL PERMITS and /or FEES REQUIRED Total Building Fee $ 4/066 + 2 Filing Fee $ 4(). d p Mechanical Fireplaces @ 15.00 $ Plumbing BUILDING PERMIT FEE $ 60.60 Electric /New Electric /Temp Septic Tank BUILDING PERMIT $ (0Q Well WATER METER CHARGE $ Swimming Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter Elevation Certificate GRAND TOTAL DUE $ 60. ©o CALCULATIONS and /or NOTES i 0 • A • CITY OF ATLANTIC BEACH 0 • * APPLICATION TO MAKE ADDITIONS OR ALxEi ONS • 10'004' va Marina Country Club I nAddress 1 A00 Se 1 va Mar; n Br _ Phone -4827 3 0 ' 0 0 ng J. N. Sampson 4200 Pohte Ve dra Blvd.. 285 -2960 40' Phone Jacksonville Beach, °FL 241 -0424 Certified S.P.A. Tech :Address 128 S. First St. Jax Bch Phone 20'0°+ t License /Certification Nuibers CILB Cert . 1 " CPCO27487 60.00 • Date Temporary 4/29/88 Permanent July 1989 (applied for) 60.00* - tress Atlantic Beach FL 0 • * Zoning Cain • Block or Unit # Subdivision ' ' - vA. Construction $ 12, 000.00 Type of Construction Swim Pool. Equipment Describe Work to be Perfozmed ' • ' Room Revi�ioR Replace cast iron pipe with pvc, replace with filters build concrete collection tank, provide brcminator Materials to be Used c valves cartrid e filters brominator flow meter Present Use of Building pressure gauges Filter equipment roan. Proposed Use of Buildingzutar a„- r manfi rnnn Flood Zone • Dimensions of New Area: No change 11 A1ED no ' GARAG1E OR STORAGE no CARFORC OR FORCE no DECK no • ' PATIO no YES • • NO NUMBER • • • Will there be an increase in nwiber of units? . x Will there be a decrease in nuuber of units? • • • Any additional pluibing fixtures? x Any new fireplaces? SUL2•1LT 'flJ CUHPLEIE SETS OF P S INGUJDING SITE PLAN • ' • Signature OWIA:I G ,� ` o Date Signature CX)NIRAC1l7IZ A. /'�' � �.i�r Date 25 April 1988 : _ it7 _ - _ BUILDING AND ZONING INSPECTION DIVISION 4 CITY OF ATLANTIC BEACH, FLORIDA o Z to 7 ELECTRICAL PERMIT a Date 4/x$4 Fee $ 20.0 Perm No _ O Location 1 V Sorb* 11'i! W Between °D This is to certify that and ►l�s i Lilt )!� � (Electrical Contractor) (Master Electriclonr ii has permission to install Electrical Construction as described herein in E accordance with the provisions of the Electrical Code and regulations t { of the City of Jacksonville, and subject to the information shown on the W Q.-. application, drawings and specifications which are made a p ermit. $ilW Part of this Y Type of work: 0 rae Spit 41. 240 01t r , Q 1 SERVICE+ Feeders: a i Outlets: W u Receptacles v Switches 4 + m InCandeSCent: N Fluorescent. Appliances: Air Conditioning: ___ Motors } •• , , , • Transformers; SIRS Signs: Miscellaneous IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: MONTHS PERIOD, PERMIT Electrical Inspection Supervisor BECOMES VOID. r. CITY OF ATLANTIC BEACH, FLORIDA Approvwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2 19 2 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 AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. e " -- Bateicsci-timic?pcuc,-rt II' 411 lip. 6 ivre ELECTRICAL FIRM: MASTER E 1 ICIAN SI c TURF JOURNEYMAN NAME � NIA 1P IZ �I1th )1∎." AD D R ESS : � boo M } I� J/U� 1 PD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( )' COMM. (X PUBLIC ( 1 INDUS. ( 1 NEW ( ) OLD ( ) REW. l ADDITION 1 ) TRAILER ( ) TEMP. ( ) SIGNS 1 1 SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE C ®® AMPS ; 3 PH W ' ' VOLT . 3 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ 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 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS /� 0 , . / :.. 3 /1 'C 5 / 3 C �f, /�"", 3 r. (./ 0 MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO, NEON TRANSF. NO. r VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES v ° (� 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH, FLORIDA Z ELECTRICAL. PERMIT Date 6/23186 Fee $ 20.00 Permit No. 4993 Location 1600 Solve Nevita Drive Between and This is to certify 7: that �j�Mr► Hill Industrial Electric J s y� a l ,.. ," y (Electrical Contractor) (Master Electrician) has permission to install Electrical Construction as described betein in W ° . accordance with the provisions of the Electrical Code and regulations of the City of Jacksonville, and subject to the information shown on the 11. a w application, drawings and specifications which are made a part of this f permit. Selma Marisa Cevarty Club Type of work: ComiercialiTeat ) ION/ reaker a I 0 SERVICE: lAi a 1 N U Feeders: Outlets: O Receptacles: • m Switches: Incandescent: Fluorescent: Appliances: Air Conditioning: Motors: Transformers: Signs: Miscellaneous: 'Mkt Mafia l IF NO WORK IS DONE UNDER y k THIS PERMIT DURING ANY SIX ISSUED BY: MONTHS PERIOD, PERMIT ' Electrical Inspection Supervisor BECOMES VOID. BUILDING AND ZONING INSPECTI! N DIVISION otto Z CITY OF ATLANTIC BE FLORIDA z ELECTRICAL PERMIT Date itiltSftillt Fee $ 1$10e,110 Permit No. 41111011 g Location lee I ' Between and © This is to certify that a bilesit eniti +wrei (Electrical Contactor} to wry; s ''x y (Muster Electrician) 2:0' hos permission to install Electrical Construction as described jletein in IS .*4 accordance with the provisions of the Electrical Code and regulations U ' of the City of Jacksonville, and subject to the information show; Tor+ the , i ' ' application, drawings and specifications which are made a part of this ? t f '' permit. for 1 tig Type of work: Il+ti^ . a SERVICE: >44"4 o d v Q ` Feeders: s Outlets: 8 Receptocles: Switches. to H Incandescent: Fluorescent: ►- Appliances: Air Conditioning: Motors: Transformers: Signs: Misc& Igneous: 1, W NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: , MONTHS PERIOD, PERMIT Electrical 1nsettion saparvtsts► BECOMES VOID, r, , CITY OF ATLANTIC BEACH, FLORIDA .,..\R Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z -7 192 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. . _ / 7 Agro pre, °- ELECTRIC L FIRM: _.:.:; - =,� • , L , r' , NAME 5 1 /N f 4j4I'4it �''ADI�RESS: / 40.00 �E' rr.�a. ee . RFD BOX li BLDG. SIZE BETWEEN: RES. ( 1 APT. l ) COMM. (k) PUBLIC ( 1 INDUS. ( ► NEW ( 1 OLD ( ) REIN. t ) ADDITION ( 1 TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER (; t ALUM. ( ► SWITCH OR BREAKER ; AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE 1 NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. I OVER T APPLIANCES 1 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 .1 1 OVER MOTORS H,P. VOI,.TAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANE+ 5 ,,, Id•• .,° f .. A ✓_ ..., TRANSFORMERS: UNDER 600 V. III OVER 600 V. NO. KVA 111 NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE - EACH SIGN FORWARDED S TOTAL FEES i . /+.._ (ii'._ CITY OF f Office of Building Official REQUEST FOR INSPECTION Date / Permit No. I ( Time A.M. Received P.M. . District No. /6) ' J 6-r1 4 .%J. ' e , Job Address Localit A � �, f Owner's - A 7r � _ 1 c-3� s Name Contractor l "``: ! 7 " , ia. ef -� - -,.i4,14, BUILDING CONCRETE EL RICA PLUMBING MECHANICAL Framing ID ❑ _ Rou Wiring- ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ti' Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made /� ` 3 _, A Inspector /� l ' (! Final Inspection ❑ "l 7 Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT i 3 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 4b \ 19 Z7 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: MASTE - ELECTRICIAN SIGNATURE JOURNEYMAN NAM£, `X i V\V- i V 1� ADDRESS: L �1 � c W \f it C hi R D SOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. X PUBLIC ( ) INDUS. ( 1 NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ► SIGNS 1 ) SO. FT. SERVICE: NEW ( ) INCREASE 1 ) REPAIR ( ) FEE CONDUCTOR SIZE1 ( I4 ( v,Ai 5 AMPS COPPER ( 1 ALUM. (N) SWITCH OR BREAKER l V AMPS l PH 3 W2.S COLT 1 1 RACEWAY 1 _ (DO EXIST. SERV. SIZE COO() AMPS ( PH 3 W 2- VOLT 3 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL - 71 so 0.30 AMPS, 31.100 AMPS._' SW ITCHES INCANDESCENT - - - - f ENT & M_ V_ FIXED ,, 0•100 AMPS. 1 OVER -r -- -- _.- . _.. _. APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW - HEAT i k'A (L U N (-j" 2 t5 0.1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA , NO. KVA NO. NEON TRANSF. NO. T VA. ' MA. MOTOR iiz E SWITCH FLASHER EACH SIGN FORWARDED S C( � O TOTAL FEES . ._ t • • liv ;:''' , _- 4? ,A- , • CITY OF rift/Aar& Vead - 76predet NI 4.. 1‘4- 716 OCEAN BOULEVARD P.0.110Xm ?' ATLANTIC BEACH, FLORIDA 32233 .'#'!4 ---mg- il, TELEPHONE (904) 249-2395 • November 2, 1987 Third Pre-Service Section ackeonvtlte Etectrtc Authortty BuiLdtng 233 West Duval. Street JacksonvtLLe, PLortda 32202 The followtnq has been tssued a temporary etnal for testtnq purpoee.z. The contractor wiLL assume aLL responstbtLtty. Permtt #1;903 - 1600 Seiva Martna Drtve Permtt tsued to Brooks & Ltmbauqh ELectrto Company Stnce Ly, / / R / ene' Anger _ Community Deve74.7ment Dtrector co:buttcitng ftle i DEPARTMENT OF BUILDING PERMIT NO. 9526 ,;CITY Of ATLANTIC BEACH. FLORIDA "- , P ERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Date 2.19 .x8 Februa Valuation $ $ 33 00 ?a?1.f`tl ` b 440.44 g3.11nt' T 1 aid to City Treasurer. and is � � �'�' ! �1 � � k � f �� T�, permit not valid until above fee has been P - . r { a pplicable provisions of law• r � subject to revocation for violation of app hr ` ;' ! � � � � 4.;- a ,,.; * i . I This is to certify that . c� I ' has permission to build Stor . Bu- Zone Class ` Owned by B1 House I Lot ' I � � House No. art of this permit • B approved plans which are p NOTICE —ALL CONCRETE FORMS According to app MUST BE IN- I t AND FOOTINGS SPECTED BEFORE POURING. PE AFTER DATE HS E OF ISSUE O Building material, rubbish and iced �♦ from this work must not be p 41----+ i public space, and must be cleared u p and hauled away by either con- tract° .r owner l f x- f I PERMIT i .tng Official, I I CONTRACT OR FOR OFFICE USE ONLY NUMBER PLUMBING 1111A ELECTRICAL ■ SEWER WM WATER 40% aalIkk :age @ $ per sq ft $ • • • • 1- {3•.2-: @ $ lg • per sq ft $ . • ' @$ ' • per sgft ... $ , @ $ per sq •i $ @ $ • . per. sq ft ° $ • . • • . • 1m L vALUA TION 1 '. • • 000: 0 $ 4 C� ?S ' • .... . • • . . xi. 06 • .•': ,. ' gyp, © C� • • 1st $ •�D�o • )-() /4 D� .$ /- 06 Li • .'• per thousand or portion , thereof • • • ' • • • Total Building Fee • $ a?., 6-d ADDITIONAL PERMITS and/or FEES REQUIRED . t Filing Fee .• $ // o D Mec��amechanical • • .• �� • • •Fireplaces @ 15.00 $ / � BUILDING,IPERMIT FEE $ • ? DC7 ' P1uibing Electric /New ... '. ' • Electric /Tarp . BUILDING • PERMIT • $ ?. 6O • Septic Tank . • WA 'IER MEIER CHARGE $ Well • • S EWER R IMPACT I t E • $ Swl iiithig Pool Sign • • WATER IMPACT E $ MISCa 'SOUS • $ Water Connection :. $ Sewer Connection $ Water Meter :. Elevation Certificate' • • • • • ' .GRAND TUiAL DUE $ 3 J ?, (9 . CALCULATIONS acid /or NOTES ' ' , • , ' ., ,. • " „ ` • t. .i. "'.. CITY OF ATLANTIC BEACH APPLICATION ID MAKE ADDITIONS OR ALTERATIONS Own'e GvixAt,w Address S// , fii uk;,1 Phone Architect �--- Address Phone Contractor ,hi ' ,��„/ GA Address -C: Phone • Contractors License ertification Nurbers ebac Expiration Date L4 Property Address e, Zoning Lot # _ Block or Unit # Subdivision Valuation of Construction $ Via Type of Construction .J Describe Work to be Performed C(---A /r X 2- Materials to be Used sy,‘ - Present Use of Building Proposed Use of Building Flood Zone Dimensions of New Area: • I LEATED GARAGE OR STORAGE CARPORT OR PORCH DECK PATIO YES • NO ME ER Will there be an increase i n nw er.of units? Will there be a decrease in nunber of units? 0 Any adlfli.tional plunbing fixtures? Any new fireplaces? SUBMIT MU CUNPLCLE SETS OF PLANS INCLUDING SITE PLAN . Signature OWNER Date • Date - r &x is c , , ir /, 6 / c) .. 11 ( 4-t A ; . / er,- / .._..9 ts) _ , 4 f -.1- _____.----------", ' ri'°` • ra v) \ I q 6 O II 1 8 , C) ' „.• . I NO Lk V w \ 7 APPROVED CITY OF ATt.,A 1■C BEACH BUILDING OFFICE ' • 13 Q27_ B; 4 If / . .. . ,, tt^saa �� ' " , J{ ,,° k ;4',. `- i ,i. it "`'11 .► 4b4 'Fork it ', " ® b ► al.tk s 3 # ': *. *xi likbo lit'. &a , s lop /ad . cants Ott ttot t Y i►+ " st � oo �tto w bsn; , 041t to {j_ • j�� t . eleeleir ` # js + � ° . j oto. , t . r s- iii, i �. > s � � �' fir`= �" ' W$ 'i vi * M *$* to > i - thIF If g x : a , '' .a . do sill .o a chi . f . ' t ti' r . 9: ` ` e Q ! pr a t .' . _ % > .t '. , p ' *i - ' and a not otDi s 11 I � > *t b b. w ttb b. *gip di�ft t t gs t he u t se- r gear r J � '"' k , � G. j l aY � . f { , ! , � yam+, C '�r`£,k D *� :-' a �. !. e > J ,t t . e . N G Y `» e = ., exp � 4 F $ ! 9 3 k �• - , ,..,..„.., ,,..2.. J i � de . fi : # ' epee ) • t i b. it t '"s1 ` '' ai 3 `'�'`'U • . j " ;t , t 1.:;"t .zt ort to a t 'pt a Ili" .,,t pa � r � " L 4, ' i 4" ,+� yr . end ` ��? t * . � T L''' * ail 04A Of V tk 'ice tl f . I erttoa off this spec a �fi ' o ' ". : a m ts -ora a1 p* p to a l woke . * eadoa for- . i k . 1 � ' !!` ''. " rt . „,. 4 ! k .,'.:?'-7 tr 5. 4 7^ , kr »« to � . IOi'i, - yam 4p �r N ,a t � . #ta it ! . t h ' ` s.4 I , 4 ]. . T; w4.4____„.„-_,:t t a� , ,` and oo r&t o1 w #� '� J. , C; 'lir' ... .W A C Y $' l xs' kR ' d. F 't +. a "a f-. , ,, ,, , �' y r e rr ; n { h Werrte wi tt of r* ' ap „cre► o #s d erstandirtg or gaps will occur br tws*rL ra?r s s ' ►t the garner . work, 1 6. �: .� a •� M " bl.. Ca* iron or coated pipe s1 elae!ers . 1 pioer s, N ap esr tell 1 ,4I trL . *Pace . ; ",.." b.twor� t b* ! ° ° *nd Lpss sb*11 be p ►vidsd tor *1.3- pip** p b ' .. betilit gre above alstrhers ror . ptpee ��' "Fs�► t - :` - "..D* ` ttdrsug w$ absrel `tbs gro und tloar, and tt�m► *boll be sir 'o ostad sheet steel b arring a � � a . 1 : ..;10, r s s than O. a pounds per squa foot after • :7 b.t i 4. ,, ° ` er +re tar p ,pos pa r ing tiara tg ► .tloors to _. rbt ►' ' t . l sr - ti *bnrss or egnipnetnt, s hall b. ee fit. - w. . �.:; s� ` - biU e xtend 1/2 iase 3 ovs n d a tLaisberd tl©a d ' ' a ,. 'bb e ► ' w$ i s :b►at" ona end t re�ugb► floors a � . l ,`,ei o .th ss► an btti* noun oedpo or 1.&4 a n,d p . a , . tesr ► to' pipes Ills , i ,i►d o •1. A11 ee1ce** ter iusteai ng," the work ::::,4$61W4* 1 s� ° .." 11-011A4 bo Ov ation ied,, al whet) the rrt�r . ,., ovad an er a d>rs t ons ` shall: ..b±. ° r.tll.le�d 4 l7 to pins ;, nd lee ail, s b z t g ' a* dou Sinn and pratootton st. the . pip1ng yy : . k >v. - . r�� ] t� a ti r l`ts�tb' $ ti)ttoot.. s , '>sst ' .gis indierert ♦d pn ,� t p ' lie. " sc five tr! t ► x'd n :and firs• ew - e t '' tic 4 er' a t tr b ' i s �rrsi esr i.n .1 a. ganerali ;* * , e<pt b* nd* 'd st . Weight t �, .. sd : r ger sd1 . , r , s , d`bbt ► ee o plp ;its tla r Taterst ,.req to meet* . sei ,,,,,..,..,, . eapera i . _, � .mean, i at+j tat' Tooting Ka toriee s s p.. , ' e a ` ie rtp b# s s us la Spero Jr., L fowl AAA s to a c he da . � .� = ' ].]_`o tir soil. ►e« am . fittin1gs shill, b. to ` �'+�" se► ox- �ta�'' '*114,1,---- � ��. /!b>3�,`elrl ' ' . fir ` s * , 1. Of i � „,. ' ,, _.� . �` ' .3 ` `Alt ga1U*taesd Wroui iron. pipe shall bs standard wd t t, t A, sW.t4. - - shall et aut'errdt ti re . . A .S . i'.ls. na t is n x : "l ', < . d �. + _ p : ea eh . l . bee sr best gt�a drawn pipe aiat i .l sxear toot' fit n p bdlerw. s a T,'-''' 141_ ,A 2 8 Awl/2 8 0 i -� M b Vii? u 1 ,,„ (e) ► ar tube shill eoeeforn to A.S.T. . to. B 88 -58, Pitt. "*boil a ore to A.S.A: Speoifto*tton A 40 1911. Uee hard gads type 1 `copper ttse its orrery oases 4t) Yitritied play pips story contort* to A.B.T.K. lo. C13 »57? - ..� a) Al . relater *rid aonn+rct sar aril be mad* p+, areeatll r� 'air a wa tight . u,; s Joint* in cast troll. sail *'hall 'bo fir*.y kerb eta- sba13 be. f irtio . "w b " r "" p lead r lees ' *oft ' . b d o 1 `*rill* .'- . f 1 i i t 1044 pipe ate! botttelRe ;.1ead pipe aad brass or aop 1 ing dt i * or trope *foal t ,oi Apt les. t ;; a `o lit c.. 1 tb & sd on • �d* of`: • et $e�lnte and- . mill l oser Witt ' ine o a i re ., grad M1 asat bon its ll ,be e' by means or ` ° s as*, ` ' .for ay or a, brass u pploo " - t4 jotnto shai ae,:ikittiurtiatf. 5 ` da : �. - " gorse ' iibk .et tb ,�t a pipe = b ro ,o..0- ve ail:. cuttings `'` and b , M - o, a jollity* be to 'a"ith .a lubrie ant �� al►l�i"iA►d' : ''o�br ibis, at* s ea a +may* fbrea d i1 a tea l be full out and t t tbt tl ii ,sde or tits pipe, aballr `reitu exposed , A't _. d scH to the, root t a rorered .jo' ;ld.peuis" 'oa " proper tt di 4 e tt A ga t ,to,: tosere ti prtx ets,,` rpoa* e t e b iaattoa. ,, . "; $oiti' will as permitted only in trap seni.s , on . t a, o e "trip. Unions on. Mao: lower sides o t. trap ob bra . fat* d, and ebail. not be "pbr*itt #d in irisoeessitel.e w y' rte) ' Ring or i htests an i t a# q e�r�+ra t a� a en]. ar talent obmatialor. or , > a t a led ep sl nJ.d " "or rid tion pipe mea ls=, ielr~ f ' ' do "of the .flees. au,„„ the, 'ttntlet . or dZ+ain side, of ear- t 3Pat) or fitting is - rbiibt.tod a 1 fig) Co totibn of i►etii bangsra, pipe ;supports and . fixture ae with ameorrey er coast* -backi shall` be *lade with ° with z It i t tor teitgle bol,ts, woode . n' p s -will will not be peraaitted. � .ts All ezil 'be of olio lead weft* type; ash) ;*.11 Test pip.. , s t deer roof sb►a , 1 be 't9.as.he 4 t ater flasl oaf our -pond. alteat lead. ?lashing * sbaii a :not leis. there , -.ads' on 'the roof from bbs pipe in all d ` , aM shall - Oxta yip the pipr.', to t e► a +a's ida of hub' a , , n ` e tevt► ' Qot er -f la g *hell, etc t ,, � over =w~ 1tats• .tlaerhb ' sop: ..as than ' inebeit " °*tee t flitiiiitng 4111.tivell will r s .i W r Y CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Ap i i OWNER OF PROPERTY: -_ PLUMBING CONTRACTOR: / CONTRACTOR'S ADDRESS: ) Q C' STATE LICENSE NUMBER: TELEPHONE: HOW MA 'Y OF THE FOLLOWING FIXTURES INSTALLED ._,SINKS _SHOWERS _LAVATORIES WATER HEATERS BATH TUBS _____DISHWASHERS URINALS DISPOSALS WASHING MACHINES FLOOR DRAINS ___SHOWER PANS OTHER TOTAL FIXTURES :___2____ X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 11.4 O INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247 -5834. : z f Building Systems Express A Division of Metal Buildings, Inc. • ': • P. 0. Box 860 (912) 228 -1949 Thomasville, Georgia 31799 -0860 FAX (912) 226 -6874 RE: BUILDINGS UTILIZING DIAPHRAGM BRACING Most BSX building packages 60 feet wide or less are braced by diaphragm action of the metal wall and roof panels, and do not require the use of cross bracing. Section. 3.1 of the " Metal Building System General Notes: " gives a brief description of the type of structural system that is to be used for a given project and will clearly note whether the structure is to be braced by diaphragm action, X- bracing, portal frames, or a combination of methods. The general notes usually appear on one or more of the first few pages of the erection drawings. Section 4 of the general notes describes the type of wall and roof panels to be used, and describes the proper fastening of the panels to the structural framing. For diaphragm braced buildings to function as designed, it is important that ALL PANELS AND FASTENERS ARE INSTALLED AS SPECIFIED IN THE GENERAL NOTES AND ELSEWHERE ON THE ERECTION DRAWINGS. Regardless what type of bracing system is used for a given project (i.e., diaphragm action, X- bracing, portal frames, etc.), FAILURE TO PROPERLY INSTALL WALL AND ROOF SHEETING CAN LEAD TO CATASTROPHIC FAILURE OF THE ENTIRE STRUCTURAL SYSTEM. The Manufacturer is not responsible for the erection of the building system. It is the responsibility of the Erector to make certain that the Metal Building System is properly installed in accordance with the plans and details furnished by the Manufacturer. The Erector is soley responsible for the safety and appropriateness of all techniques and methods utilized by its crews in the erection of the Metal Building System. Y � :.: tad::: ::::: .:::.:::.:::.:::.. : ...: o:::.;::.:::..:::.:::.:::.:::.:::::::.:::.::..:::.:::::::. ::::.:::.:::.::::.:.•.:::. :..:: ..:::' P..:::.::::. ::::.::.:::.:::.:.::.:::.::.::. A.� 1 S�. .3• g 1. ...... y 4 y i. id -..t J Lm m A aa ck°s' 0il'!✓ i►e?_ ._L_. • i A - LI1ae... oP'C1 ©NJAL t IN -6uI &m0 4 1 1- T TYPE - g W.oLL. 5s,-4e..1...- 2 I h ,� 1 aP,c.,. L. 1 x L x 1. c.� ( �,`�c) op t_. ira I Efu\-°->;. Tug Gel.s - IN - Inc-. Rum FILLER 1 r-TcP cp S 1 it N. /` y - sc..1✓v3 - ' - • . • • ref :. p . \N As CDF i t:• Tgir-j --) T' F=.IC..! . T, � CF U. t_L. LL/E5A.a TLS5 (-uT - l.. F Ss) * I TE.r. -t •me., — 19-1 ASE C: FPM 5LC�, . Hf uF.A.c..-71-) , op sup -fz.Li-D 5Y Cnu ,S, IBuT is E-f - nom Fc i►J'f R►'r; C P S LTUF- t ITEM MA:r ee.. FU AsE Fper -t ...1:=e...., Mx14-41..1 Ar -n_iF, E uT t`lc51 sr= N Ti,..;.. Fz uc.ru i INT DIN: 10-1K: DATE: DATE: DesgwrloN INN DATe C;4K E TE Joe : '' ill °y i' ' METAL BUILDINGS, INC. 1 '1 1 1 II I ) 1 1 P. O. SOX 848 • THOMASVILLE. GEORGIA 31799 OFAu.m,4 No. I T V tJ cpT.,a , _t INSUL.ATRct -1 0L A4411LET Tire- R" 1LL_ P.o.t�L I C T'IC IAL. # 4,4254 14 cap. 5 , 4L OF-not-144: IN510E. 1 FA -STS-EE> To Fz:.JNt>=zr - A•S RLieeEg, FILL. w-, I - NE To REs. -1-7-4)1---1, I PA `EL. t -tF N As LL EJ..L_ ,A ~� TF4aNSve..��E_ �.tNCa, FPM 1 WALL �,�:� I � _ P? ( �'EE. FOUN1::w'1 ^N stc (r o'F SL,d.B 4 : w i5Y OTI -+ -- ) . L - • • 4 6' I I : QG. . =`N1 ail• • oPTNA.L_ t .sE- Tp�1 1Y1=1C. L_. Z TAI 1 — ._ a. C LIJA � -L-- LL / E- ■L-� crou T � M P ms -) ITE1---1 4 - r P RIi- G- F1 M E x . MANUF!-�GT -I F, OR 6uPFti - 1 et) 5Y cTt - ls ) PJUT I5 2.R AL �R j ITEM MA`r ' FrF'Gi - ', 2 - \- 2 F M 5L- C›,.. Is t44JUFAG7U = ;:G buT I ' NOT 'e.�I✓>aT.^4... Ft:Dq. = ,Uc.- TJ-,et.L It rTeF1T'. Du)N: CNK: :DATE: DATE: 1 ZEV. DESRIPT[ON TLJN DATE CNK LATE Joe: '' iir " j METAL BUILDINGS, INC. 1 '1 i P. O. BOX 848 • THOMASVILLE. GEORGIA 31799 DRAw1N4 No. T L.1 oP1 fi Ir.1- sut.,o. cr l B4c:a.1v T TYre " " . 444- \- �� I oFrr►or 4 x z x 14 AST NE.D To FbuNGP -. 1c1-i oPTIo>`1...L. INSIPE. .� 1 F NE t>e�a To FE.s► - r t� Rut Fr�.LFg• � °, F7-a -'1 P15-L- t›Ata -i A-5 tveLL ;? ;"'�1�'1 PANELS Sae- Faur-lc "ildN eDY 11 j2 „ 11/2,, Nom. __ , • • • 1 a n TYP I GA.t_ T�ET I L.. �. O1✓ L1 .L_L E ITEwt FRAM uL�'q . Mo- NUFA� -T ES. op, F.SY mss) ALT ` INTeARrr1 CF. STmuG . t ITE1 --t MAY eye. ftl As H064NuFAc. � BUT Is Nci ST1 i TUs&L 1 -rr cRrrY. DwN : 0-4K: DATE: DATE: REV DESR1prioN DUN DATE 04K DATE JOE,: 111 ” u3i ' METAL BUILDINGS, INC. � � j 1 111 1 1 P. O. 80X 848 • THOMASVILLE. GEORGIA 31799 DgALLAN/! No. R o7F L' -izEL.il G 'IO O. G. . . , 11..r'J�L CcNT. B ..D CF r -r PANEL ( MATIC. fIETw h.l RAKE P1.p-1 4 R1e:) of r''e: J PANEL. --- � v N E FLAN 1INL� 0 1 1 1 1 ` Roaf= FUR. L �I 0 1 I M f i h i ls..L 1. '' c^C! -.-I FL n-J 11.)70 = I 1 ci_. FR J 's 24" O.G. G'Fsrtcr:a.L coTsIr-P. 7 ' - � I p u : F►Lt - LI.... P. a_ � I -rYPIC-4 -L qua. DETAIL v=11-4:)" (,‘ i " or---"1-13g," PANEL. gcaF -. LLLL.L ) DUN: F� CNK: DATE II -4 -95 DATE: ICE/ D esu- ION DIUN L�,TE CHK t TE JOB: ' t jU METAL BUILDINGS, 848 • THOMASVILLE. GORGIA 31794 No. t t u1 1 1 P. 0. sex DRAIU NG . 1 • 11 I I I 11 y.. UJAI..t_ G -iki I \ �� 1 1 Ca11�T 1 IA.LL I,...4.1E1_ , I i) Gor.NE.f Past ---7 i I • ; I I I ) I Sc.rzE:il Fgcr -1 1 1 1 I cc FL.ASHINel INTp \l t L.)AL F'e_ £ 20" ac_, \ 1 , .fr 1 . 1 4: ,s .:.... 1 - P 1 q 1 E ' 7: - - - - * u -Wr MA A '11- 2_, C u-r -slE cc lEf , u_16-LL. Gx- WALL. ik.) Fizct FL..e.1.41■6 C--ec,Neg. (- ksHINGI INTO 11- Pa.NE.L. 2d o.c... H4>c. A.c...1r`1c.,, Loc,L t„, S Fr u.15 & 20" 0,4.. 11- FL,d,NAE.. C. C NCR COLUHK1 Fog f5-11Lfl11JCo,S �'AOED BY P1-!R r-1 ,& - rot -1 • TYPI cam-- Ou7 e_. C Oi:;t.i 744 C OST 4 '' r--t Nt2 .1.....t._. 3 " 11_ (TAE. " R„ aF." PF.g' wALL FA..> -) DU)N: GN GNK: DATE: It -IS -53 DATE: Rem DESRJPTION DWN IaATE CMK RATE JOB 1 ' I 1 I I METAL BUILDINGS, INC. 11/ 1 1 1 1 111 " 1 1 P. O. BOX 1148 • THOMASVILLE. GEORGIA 31790 D i uii No. ...1b.4-1 e:. • LO .LL. r Pc.,aat_ 1 I BALL 1 I i-- Cv.UL.K F A...s1 -4tNG, LUALL PJEL A46 N Sap E.a 1-}FL -DE.1, (TYpe._" ") J, -+c3 F su - CUau_ sc -ED 6 .CATION ID - As Nam -t> -o 2e O.G. RExp° F0FZ auh..DI1QC. 524.44....c X31' ..GTlcN A - 1 1 (TYPE "PI ") ; \ ED FL.4..skI / �' ! !: \ ___ j Sea. " eacPt -COED ,:*--) \ DETAD._ cF ,..lb r-te To NEA.e F - 41 I-- 1 G1 L ,j.o.r-ra FL.644-:.14. G ,1011.41 f - r F)1C ► . J4.1-45 4 uEaDE r- .4t DE-TAIL I I = I 1_ o „ DUN: C 04K: DATE: 11- IS -a DATE: RE. DE5R1 PT10N Dl/N Lb,TE CHK LATE Jo15: 1 dr 1 n3 1 METAL BUILDINGS, INC. 1 1 1 111' 1 1 P. O. SOX SAS • THOMASVILLE. GEORGIA 31790 DgAUtNq No. 4 O�� \ /�„ ? C 44 1 �� 4 FI EL i> GUT 4 15e.wc> LbLt:r.l T445 ON 1- }EACa.P; FLA1 1-iuNG.. INSF..FzT 1 FIELD GUT JAM6 C� lw-rt) JAMB FL.AS .INC 4 i P As.3TElJ Lt.) 1 P1`ET. CAULK AS S�owl.t Ja1r,17 A..s N=, 1 11 �Z , � ,/ LAP 1:4.1 -(iNp 4s4.1D , m..gs1 -1ft- C 7 E.xF>>_o DET,A L OF J,o4. To 1--1 _,...DE., I 11∎;G JoIv i251zp DUN: E.�N CI-1K: DATE: 11 -15 -ea DATE: Rem DE5R1pTION DWw DATE CI.K DATE JOE): Ill 111:141! ' METAL BUILDINGS, INC. 1 1 1 111 � 1 1 P. O. SOX $48 • THOMASVILLE. GEORGIA 31799 DRAloIN No. 4.1T7Eg2 SVPPC)F-=z" S"t F" x 14 LC a 4P,' m - 12 "0.G. (56. 1.011 -4 3 - RcioF LAI= ' =Ewe 4, •t la iN) 7 , -- gocP P,c ( IKIST,W.L Cs*tJ.T, ag..44 OF MASTIC P S't'L r#44-4at_ 4 ' Tr ) 4 ± 52 12" a,2, F>�c PJai- IN C / _ — _ — — — (1 AD, is c,E r-s r Tc) RIB of P ,a J 7 __________ Roo, =Ew - I G-tuTT . < 7-11asa."-F... st...1.-. toAl.L.se_get..0 Chi 1G .1d.1..., It•1SUL.GifOT- 1 5...m :. A. EAvE. 'STr UT J C Lo.L.L. P�.NEL T y r rt CAL E ' - DE L. UJn-1 G u-r-r 3 ,, ! I , ^ o „ c i„ op, " F. tEL FccDP 4 L .L. ) DMA: ac.I -I ICA-IK: DATE: I 1 - 3 - ` 5 - DATE: Rev. DESR,J now DWN LTE C K ITXTE Jo : 1 �' IIR METAL BUILDINGS, INC. 1 1 1 P. O. SOX 1348 • THOMASVILLE. GEORGIA 31790 DrAw'w V! �o. f 4 1 11 11 7 1 1 /2 „ � u5E SHea:r M.r� -I- Fc -iezzs 'Ten BBC) FL.o. 211 /cF P.4 el-lc:. LIPt,.4Arp..c) To F- 1>=•.M 44?.1s - r FbS51131...a. L Ftt• -'R? C [ DETZ.1L. OF RVI TRIM p VAT 7 .----0...iTtoE... Ruti3s are— FILL-EA RIDC.,e VI=•T SKIRT 14s /1 'tG Tc.PE uu.1T FAS re -4E' To F.o.c.4-4 PANEL. R10 1.01Tv -! RcnoF 1...&-P U.) / r t'8R" r F -) 194v.1 Et.s I Y l ZED I?'t -ttl (TYP•) Vi r.11'L FAz-afl 11,1Lit�.Tio>~ ►rz ��\�T lti:sulsA�^cf-t T=:r- P�u � T Cf=f=. Fz► ' —r To P E... i2,1 as\ F�II.1G cF Iws�t�-naN 5,4.1K�T N Top - SI'cs= J F,A,STe.,,,aFzu To Flo of F dcF P,A L 1,1-1/,&1;,4,.40.gtyE.. Ti-\P- (TYP.) TYPICAL INSTA.LLP•► IQIJ DST aL OF F I. TI M CST' : See. F UF..•.. -IT Y.44. LI A.G'TU...� -'5 1N`6 UGToNS rcR I1.1STAL.L.Acr,or4 .fl C. ,,, s 1 ;.:*•T� ) PLI C a.11 -S, AIJo t•'!,o - OF VC1JT E1- c c -ps Focz FccF SL .T -;'- TAN 1 ►1.1 12. DLON : CNK: DATE: Luit,ilareICI-IKIDIVE' DATE: REV. DESKIPTION Jo : :Tilt 1 1 11 1) 1 1 METAL BUILDINGS, INC. '� 1 1 111 " 1 1 P. O. BOX 848 • THOMASVILLE. GEORGIA 31799 �gA�1N� �Q. a • 1" 2 ! / IDE T 4L. CP LTP TR!H S;LE.L. ; L1 T s T�.n�.15Hrr11, -1ca P,�•a�L STYE!— ,..,.. r-l+ PAtiJEL.S (sc," Lilt>e. G.c) eg.A. aE-) c f NEI..S (TYP "Pe ) (TYPm. "PBF, ") APPLY MASTI - RAF LAP SGzFt t S Tie.. es- we..aki sfac.ee Nor MoRG. P1>�EL F,IF3s THd 12" LTP Tfzat --1 Sme. Lap (TYp) 8 ` r t l - 2C6 C..vm. LTP ►r.�5ut.� - [t ©�. Ttx-1► -1 FAGIN G F INSULATtot-1 �SL�.c�tK�T VINYL F!a -Ge.,G U Fn, -5-rF 444 Tc 1-71=i TFz: M I I. S u Lc. Tom! ?u.N T w/ (T- ) CTYP) TY F'IcA_ IN•TA,LL.,4Tto.1 DETAIL_ Or= LTP I NWL.ATIc)N J, I ` i r : 111 -4E1 R iNA 6Y-STS-- 1.6 REui To H r A U.L. 'O UFauFT C-t..,a- s►F-IcA.T=1■1., TRA4.1sLUC, -NT PA..tJEL. RIt3 RF�►� zc�M� 4c T�.NSLUc , 4T 1: Ff.3F,LN1 I tNFcRGEt 1E 4T Is ReSt.. • UNC,�.rzws�r> =,� L z E� Cez,t� IT .ULTi ON I Co De. T�1 l..s . DUN: CNK: DATE: DATE: DESRiFTfow DION DATE C.I•{K LATE J015: 1 1141 1 1 1 METAL BUILDINGS, INC. 1 01 1 1 P. O. BOX 848 • THOMASVILLE. GEORGIA 31799 DRAw No. RcaP S E u ' ,-, Fl ex.= 1:4;411...t._ m=7 61:2,F-.4. TI-i$4. 4-i 12 "0.c., INT WE8 1 NTo TRU• (`,/z,";:f L . s Z ! 4 7 Eb:DLT) "PBR" RooP PANI✓L- ' BOB MEI .. 1 J,p.M� fsCRUT J � PuRUI.! �I EI.D 1= R1L_t_ NoLES 1 , IN E�v� 'SlZJT °5/I a Fcg\ �- .�, -tom / t��Nfl c�LU� -�►� + TRIM NoT Fez C L A `rY° I CA.L JAMES / I1 ■F 4 t1Ok 1 DETAIL, Du.N: cNK: DATE: DATE: REV. DESR) Dial DATE CMK DATE Joe: 1 ' ' 1 ::1 1 METAL BUILDINGS, INC. 1 ' 1r 1 1 111 ' 1 1 P. O. BOX 848 • THOMASVILLE. GEORGIA 31799 DRAu No. a i ,, b„ FoR 2'- k2'' L4.F 2'- d FcR 4- 3V L 3'--c5 F C'- i2' L.d.p k GoL,4204.FTER 4 Frig.L.a.i LaP 13/¢" i i / / / (3/44 !2 "0 A307 eoLTS 4„ • i. i liLi ii• 11 0 0 , _._ . , . ,— , \lam +2 + vti , , : -I Fi5 2, LJJ FLAGS. E A.4.e. )/ 'i2# A 0 7 1.- 1 (Se-s. eL✓.v. =.Tdkt (DICE FL.ANC - Fc l.o A'1'IOI.i CoL. aRRa,Fre. -r`,p4A.L GIRT it=tiRL.ItJI • L.F. CONNEC.TIONi i+ FL1LNCaE e- DETAI I.._ (NT5) n D ui : EC --1 C141<: D ATE : 4 -2c, -94 DATE: REV DE52JPrioN DtuN la4TE CNK 1�.TE JOB: 1111111111 }3'O' METAL BUILDINGS, INC. 1 $ 1 1 P. 0. 80X $4$ • THOMASVILLE. GEORGIA 31790 UgAlt)1Ng No. 4 '--/> i ' '� 1 i / .- Ii ' 1 � F ti s � -....., ‹....... „........... 1 ...............„ - ......, ii 1 1N TT' P►c..6.t_._ FL.L.K. 1 ( . 1E. T - T4 IL AT F1 1D .. .M1=.. ( 1F .. DUN : CNK: DATE: DATE: REV. DE5RJPTION DWN DATE 04K DATE JOE): 1 ' ' I 1 11: 1 1 1 4 1) 1 I METAL BUILDINGS, INC. 1 ' 1 1 III 1 1 P. 0. 90X 848 • THOMASVILLE. GEORGIA 31799 D wIN No. • y !�l o ir p 0 > n > Ti m Z x c X c n m a m 1- -0 ai ti m p o N m x m '1:1 o 0 V) CO fD w rt F] mil 0 m I- CL fl) rt F-∎ 0 0 L.ri 0" F.I. F-∎ 0 Ln Z W N r n w t C/ (D p y 0 w pi r* m " m D n . p 1:1 0 rt ~ x --1 O '< w o cn m c A • m • p c rt. C Z CO I rr Z 1 = Q a . m o t ill p • 0 r rt Q a i"4 0 ' Cr Pr 0 • w 0 rt N. o a O rh o 1-1 t w Lo N CD O. v 5•:-.) r p, (CD N fD fri 0 w 0 N rt � N r h-• CO • QD V PS11.3844 ..) 7- 6-g)4 . 15160 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH • • • PERMIT INFORMATIom LOTION INFORMATION Permit Numb: : 151(0 'f Ifs SELVA MARNA DRIVE Permit Type ATLANTIC PEACH, FLORIDA 32233 Class of Work1LTERATInN --- LEGAL DESCRIPT7ON (!onstr. Tvpe:IASOMRYIPRif Plook: Lot: Twp: 0 Propnsr=d -'t in Subd:0 Rng: Dwelljuu- oiLdjvision7V.ELVA MARINA E t V 1 (Lon Improv, 4 ...nrf° 1r, ono oo Total Fees: Amount Paid: AND FFr! -------- UWNE INFORMATI"N — APPLti FEE, Name SELVA MARINA (*()IINTP :FEMIT 25.00 Addr: 1600 SEL,VA MARINA 0FIE ATLANTI(2, PEAcH. , . Phone:(904l246-4927 CoNTRATrT TNE)RHATI0 Name: R7. PFIj,ICER Addr 90 C NORTH ST!? EFT JACKS()NV TLLE . \r. Li (CT 2 50 Ty,pe: NOTES: NOTICE — INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE 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 TAMPTION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , ATLANTIC BEACH BUIL ONG EPARTMF NI City 01 Atlantic Bch: 4 CONTRACTOR COPY P 15253 p." DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ` - - - - - -- PERMIT IP•NFORMATION -- _ ----- LOCATION TNFORMATII..!i, --- Permit Numhe,r.: 15253 Address: 160 SELVA MARINA DRIVE Permit Type+.: CoMMERr'I11,L ATLANTIC BEACH. FLORIDA 32233 Class of Work:PEMf DEL _ -. -- _ _. LEGAL DESCRIPTION Constr. Type :MASONRY / BR I''K Nock: Lot: Two: 0 Proposed Iise: Sotir)ri: 0 SuI?d :0 Rua: 0 Dwellings: 1 ;>!O MARINA Est. Value: (0 nn Improv. Cost: 20.000.0 Total Fees: 485.00 Amount Paid: 4$5.00 . Date Paid: 9/18/1997 Work DeSc :REPLACE ROOFING, REMODEL. UPGRADE PER PLANS , OWNER INFORMATION _ _._. _ _ APPLICATION FEES Name: SELVA MARINA COUNTRY C'LTTB PERMIT 165.00 Addr: 1600 SELVA MARINA DRIVE WATER IMPACT FEE 320.00 ATLANTIC LEACH, FLORIDA ',2233 _ . Phones {904 }246 4827 ------ CONTRACTOR INFORMATT „ N ------ 2 - v , Name: R.e. PELLICER. INC. ,, ._,.; ii„ . l Addr: 905 NORTH S'T'REET JACKSONVILLE. FLORIDA 12211 1` ske .L c: CGCO25020 Exp: I / • Type: 1 NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY Br E'THEH t..6■ITRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN ; THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. ", P / I I .' VIOLATION A OF DPLICABLE PROVISIONS OF I WHICH ARE PART OF THIS PERMIT AND SUBJECT TO 5LP VQCAT!Q t City of Atlantic Bch; ATLANTI (0 ACH BUILDING, EPARTMENT C-- W By: .. CONTRACTOR COPY mi-mo 15589 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ ------- LOCATION INFORMATION --- Permit Number 15589 Address: 1600 SELVA MARINA DRIVE Permit TypeCOMMERCTAL ATLANTIC BEACH. FLORIDA 32233 Class of Work'NEW - ------- LEGAL DESCRIPTION Constr Type7MAS0NRy/RRIcK Slork: Lot: Twp: 0 Proposed Use' Fetion: 0 Subd: Rng: 0 Dwellings7 1 'Aibdivision:SELVA MARINA Est. Value: 11,00 Improv. Cost: 80,000.0 Total Fees 1,140.00 Amount Paid. 1,140.00 Date Paie:11/20/1997 Work Des(7:PREENGINEERED MAINTENANCE PJ LDING/OFFICE WAREHOUSE OWNER INFORMATION APPLICATION FEES Name: SELVA MARINA COUNTRY (LNR PERMIT 720.00 Addr: 1600 SELVA MARINA DRIVE WATER IMPACT FEE 420.00 ATLANTI(,! BEA(!-H, FLORIDA 3221 Fhone:(904)246-4827 • ------ CONTRACTOR INFORMATION •- Name: R.A. FELLICFR, INC. No PL-0 e-t Po ai Addr: 905 NORTH STREET lAcKSONVILLE, FLOP TPA 7?211 C00O25020 E P : Type! 1 • NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION • BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE • CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVE ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TOMOCAITIOWFOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ca..' of Atlantic Bch.' ATLANTIC BEACH BUILDING D NRTMENT CA: k ■PA'' By: CONTRACTOR COPY pspow 7- 6 g)- 15160 Awr DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH • - PFPIITT lq.1;C.07MATY'T - - 7 - LnYATTON INFORMATION P MIAFTd.c. • 1 IF'00 SELVA MARTNA DRIVE FPrMit Tvp ATLANTI(7 PEACH, FLnRIDA 32233 ("lasr7 1 LEqAL DESCRIPTTnN ---------- Tvre!'iPF"MRF:Fv! TwP: Prorn,7r,i 0 1c)rl'FE1VA MAPIM l !r oni. fit, • T('711 Amollni Paid' TFT'77 - ' ' -- - - - - -- UWNEi INEnRMAT - _ APPI FFE --------- Name! SFIVA M;e\INA f"foIrr1 2.00 Addy7 1600 EE'LVA MARTMP ATLANTFJ PFA F-TJT11'!, • rhone:±90424-4F27 ' r rr‘r t Fr■P}I • Mamo: F.Tt. PEL1(7ER TH° • clor rinRTN STREET " Li- v,pe: NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MI 1ST 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 e' THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TCPRAAPTION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AK 2 7 1997 ATLANTIC BEACH BUR 'ING DEPARIMEN1 City CI At1 Bct: CONTRACTOR COPY 15 ;a s. Bach fixture eheli be separately trapped i 1ees „ otb {; detailed or called fort , With a water seal trap • , : not than.. 18 inches from the nutlet. No fixture shall be dotable trapped, inn e. a : el Provide a system of a toil. and, watte drains with vent rivers as ,netaeesazry or as indicated on the dreerfings. (b) £11. sail. , waste wad vent pipingzhal3. be .iron, not coated, hub and spigo - psttern, Pitt /Age shell. be of same paterno (e :) The installation of sanitary ripixtg shall 'be carefully ,planned ' to meet the required e1. atiorns of pipe inverts er' as indtea#ted on this draws. Ptp shell be installed. in st a mater as VI Prevent ttae t thg'b# 1 or Abe at. Sraracb,es and the stain hotase drains shall heve,isiaSzeitii a ►e o l inch per feet. (» Yeltiea1 lines shall be , test 'theft can be ,concealed in the , . finished spikes unless' o ` rwtae shoviL en drawings. (e) Vertical lines "hall. 'be `anchored ' secare11 t? pre- vent loltding on 'brans! :lines. or the dislocation Of fixtures'. Horisontal. line* sbaU be eApportead tb relieve strain frost ' the i o nts. toast iron pipe support shell be placed riot .rover five set *part.. (f)' Piean*cct bodies shall be east iron of same, vaeigbt and petterri ens, theft tpe -tn Which it is placed, and tainted or screweed into the :. *J hub or fittipg (g) 01 ettnotite s 1.1 a be `placed a t eat h print l.pa I change of directt*n, for- horizontal and vertizal soil or waste lines, and shall be sp*eseed not to exeesd 50 feet, riser*, the delineate elate may be placed in test teas or in rege' =ham fittings a the-test tee* gay bare round or rectitagtiliti vers,' la f tnisbed : suar f'ae e , e brans *oe`e r, nic kel plated shell be plaited over they ro h `sitteartaal, T+p cover shall be pro r'1i - and secured. 1 E seeehere the eleaiaeruta may he placed 'there im- ' dtcated arse � , w� •and the Contrite tiffr mr y to these for cop rvenlertae of + and erection, 15-120 watts': 1 t 11 11 a). PlifiviA, at emote of waiter i)iping for all fixtures to the extent indt**ted:*n the drawings or as t` urth.er specified. (b) do fixture or islets of equipment shall be tiontlected directly with the water supply system in sneb a manner that cross 15•!x s t b r resr� tb g t 114, lies and the " dra t fl*gel ; ab e*n, . * *nd pi le tbe. b ` :cw '' t b os #ami aced faa> b ° , --- t Wa P� v +aa � '► �`' tP P • Sui and a Pre*. $ s * eln r10 e# aa be proviei abs�► d ► ' l tntw'eaber . t at1PP I liu+ to Yixture� and equ ip., rrc _ T o #ice hei © x the overt k irte • sue,. r 4 ¥+i `t,su P ta'ari a to ` v VI, t ng gtdi p e ati g ' r 1u*h aIveer . , br t bt=t r at : wi it eba1. , b� � t �1. . " � 1 r �t " D olrxtl�► tie ' p�� d a�d� with air � rs b, '"', t 1 a i h►s high sad .af 1 pip* a sa 1�t s iY ,.. ## t . � ,:,.. , tiara � 4 �. �e�� aseatiaa.. _ r - a.t��s�; - ' '11',.; Cb tratfm„aa . s1 li." be niadta to all Water s pp2 bit es1 ' ,-.,„ , .troiftliagiatiti',*,0, ,.. �� t "�;t1a,t c�a o *I* e 1 tp X11 be p t bo steps in `tom► direction Sri f1a 0 � i e1T " c at* are. u ad`s in ..tie piping; the a e to pr' sh ba ` '� * Attila. to see ��r, uti of pip. . # her .1 r. L. Y "# i k .are ' �+W,7k`iF t1 . „,_,.. 1 t : , -. , „. , ,., it ,,,,, ,,, _� *6P* a„ P. it passing 1 at ' oO fi y 111' a t . e . *tier ' d : �r stalla .' rest wr e1 w ,, �'��' � � amd "" pip* et ei4e *� It ,, �� t r m 'Li ilea' j tiel b —.opt, 11��e�i +1 100 b :Vit't *esii twill be o#ct e d in accessible laaatiw s *tar id Nom'. ie tit an, , ' ` tai, ,s shall be doable dies ell braes, with a 1►0n- leix , . -01►1 she l haws ure�w ` Stole 15.15 5 � �. tr0 (s 1 ` pips a tests * in* bars and gnid in *Emu- l be in aoa a tt tbo apol /able. reeq�ene tb, . 41, 1#.nas" sha , h#" a " ox ted e en solid, a able 11114v.".4.4. rr ►is trop " .bs ugsr, r te" t► p1 * e►e where it can be show x ren3 ; tber beat *1 r ta; s t rimer 'rill be l o ad„ . . a ba11 ber t' ss4 d to t t. standard bar rib ; not s a #ohs 11i O ; . . ire THE AMERICAN INSTITUTE OF ARCHITECTS AIA DOCUMENT A201 SEPT. 1963 ED. pp b m THE GENERAL CONDITIONS OF THE en CONTRACT FOR THE CONSTRUCTION OF BUILDINGS a INDEX TO THE ARTICLES 1. Definitions. 23. Contractor's Right to Stop Work or Terminate Contract. 2. Execution, Correlation and Intent of Documents. 24. Applications for Payments. 3. Detail Drawings and Instructions. 25. Certificates for Payments. 4. Copies Furnished. 26. Payments Withheld. 5. Shop Drawings. 27. Contractor's Liability Insurance. 6. Drawings and Specifications on the Work. 28. Owner's Liability Insurance. 7. Ownership of Drawings. 29. Fire Insurance with Extended Coverage. 8. Samples. 30. Guaranty Bonds. 9. Materials, Appliances, Employees. 31. Damages. 10. Royalties and Patents. 32. Liens. 11. Surveys, Permits, Laws, Taxes and Regulations. 33. Assignment. 12. Protection of Work and Property. 34. Mutual Responsibility of Contractors. 13. Access to Work. 35. Separate Contracts. 14. Contractor's Superintendence and Supervision. 36. Subcontracts. 15. Changes in the Work. 37. Relations of Contractor and Subcontractor. 16. Claims for Extra Cost. 38. Architect's Status; Architect's Supervision. 17. Deductions for Uncorrected Work. 39. Architect's Decisions. 18. Delays and Extension of Time. 40. Arbitration. 19. Correction of Work Before Substantial Completion. 41. Cash Allowances. 20. Correction of Work After Substantial Completion. 42. Uses of Premises. 21. Owner's Right to do Work. 43. Cutting, Patching. 22. Owner's Right to Terminate Contract. 44. Cleaning Up. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, © 1963, by The American Institute of Architects, 1735 New York Avenue, N.W., Washington 6, D. C. Reproduction of the a material herein or substantial quotation of its provisions without permission of The AIA violates the copyright laws of the United States and will be subject to legal prosecution. •° co N 0 m w GENERAL CONDITIONS OF CONTRACT L+J AIA DOC. A201 SEPT. 1963 ED. TEN PAGES 1963 The American Institute of Architects PAGE 1 1736 New York Ave NW., Washington, D. C. ARTICLE 3 ARTICLE 1 DETAIL DRAWINGS AND INSTRUCTIONS tness, romp DEFINITIONS reasonable s or other - Agreement, The Architect shall furnish with drawing the The General Co Documents of the tr of ct, the le- additional instructions by proper execution of the work. mentary P the General Conditions of the Contract, the Supp o- All such drawings and instructions shall be consistent cation General g all the Drawing s and Speci- wise, necessary for the p a rated i h doc al modifications at e txe i. These execution. These with the Contract Documents, able therefromelopments there - rated in the documents before their of, and reasonably inf form the Contract. The Owner, the Contractor The work shall be executed in conformity therewith b) those t and the Architect are reement. They are and the Contractor shall do no work without prope r those mentioned as suuch ch in the Ag drawings and instructions. treated throughout the Contract Documents as each were of the singular number and masculine gender. Immediately after being awarded the Contract the toed herein, in royal. It shall indi- c) The term Subcontractor, as contact with the Con- Contractor litlforepare an app d Progress Schedule chides only those having a direct completion of the rate the dates for the starting and comp tractor and it c al design according to the Drawings various stages of construction. worked to a sp e or Specifications of this work, but does not include one who merely furnishes material not so worked. d) Written notice shall be deemed to have been duly ARTICLE 4 served if delivered in person to the individual or to a member of the firm or to an officer of the corporation COPIES FURNISHED for whom it is intended, or if delivered at or sent by registered mail to the last business address known to Unless otherwise provided in the Contract Documents who gives the notice. the Contractor will be furnished, free of charge, all him g copies of drawings and specifications reasonably neces- e) The term "work" of the Contractor or Subcontractor sary for the execution of the work. includes labor or materials or both. f) All time limits stated in the Contract Documents are of the essence of the Contract. ARTICLE 5 g) The law of the place of building shall govern the SHOP DRAWINGS construction of the Contract. h) The date of substantial completion of a project or The Contractor shall check and verify all field measure- specified area of a project is the date when construction such promptness as to and shall l submit with su is sufficiently completed, in accordance with Contract cause meats a a delay his own work c in that of any other Documents, as modified by any change orders agreed to Contractor, three copies, c�,eciced and approved by by the parties, so that the Owner can occupy the project him, of all shop or setting drawings and schedules re- or tended. ed area of the project for the use it was in- quired for the work of the various trades. The Architect te shall check and approve, with reasonable promptness, such schedules and drawings only for conformance with ARTICLE 2 the design concept of the Project and compliance with EXECUTION, CORRELATION AND INTENT the information given in the Contract Documents. The Contractor shall make any corrections required by the OF DOCUMENTS Architect, file with him two corrected copies and furnish The Contract Documents shall be signed in duplicate such other copies as may be needed. The Architect's by the Owner and the Contractor. In case either the approval of such drawings or schedules shall not relieve Owner or the Contractor or both fail to sign the General the Contractor from responsibility for deviations from Conditions, Supplementary General Conditions, Draw- Drawings or Specifications, ImJess he has in writing ings or Specifications, the Architect shall identifg them. caber the Architect's aiientton to such deviations at the The Contract Documents are complementary, and time of submission, and secured his written approval, what is called for by any one shall be as binding as if nor shall it relieve him from responsibility for errors (Il called for by all. The intention of the documents is to s; op drawings or schedules. include all labor and materials, equipment and trans- portation necessary for the proper execution of the work. Materials or work described in words which SO ARTICLE 6 applied have a well -known technical or trade meaning shall be held to refer to such recognized standards. It is not intended, that work not covered under any DRAWI AN heading, section, branch class , or trade of the Specifi ON THE D E i s re shall reasonably supplied u nl ea3 i t is S h o wn W ORK ' "! ICd is reasonably infera therefrom a b o n D raw i > Zgg Op � produce the 1l1te11 tin, npi� The l O tes �4 . _, a , , i I � 1I1I r doe co4y -� \© x- - ARTICLE 7 Permits and licenses necessary for the prosecution of the work shall be secured and paid for by the Contrac- OWNERSHIP OF DRAWINGS tor. Easements for permanent structures or permanent All Drawings, Specifications and copies thereof furnished changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. by the Architect are his property. They are not to be used on other work, and, with the exception of the The Contractor shall give all notices and comply with signed Contract set, are to be returned to him on re- all laws, ordinances, rules and regulations bearing on quest, at the completion of the work. the conduct of the work as drawn and specified. If the Contractor observes that the Drawings and Specifications ARTICLE 8 are at variance therewith, he shall promptly notify the Architect in writing and any necessary changes shall be SAMPLES adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing it The Contractor shall furnish for approval, with such to be contrary to such laws, ordinances, rules and regu- promptness as to cause no delay in his own work or in lations, and without such notice to the Architect, he that of any other Contractor, all samples as directed by shall bear all costs arising therefrom. the Architect. The Architect shall check and approve Wherever the law of the place of building requires a such samples, with reasonable promptness, only for con- sales, consumer, use, or other similar tax, the Contrac- formance with the design concept of the Project and for tor shall pay such tax. compliance with the information given in the Contract Documents. The work shall be in accordance with ap- proved samples. ARTICLE 12 ARTICLE 9 PROTECTION OF WORK AND PROPERTY MATERIALS, APPLIANCES, EMPLOYEES The Contractor shall continuously maintain adequate Unless otherwise stipulated, the Contractor shall pro- protection of all his work from damage and shall pro - vide and pay for all materials, labor, water, tools, tect the Owner's property from injury or loss arising equipment, light, power, transportation and other facili- in connection with the Contract. He shall make good ties necessary for the execution and completion of the any such damage, injury or loss, except such as may be work. directly due to errors in the Contract Documents or Unless otherwise specified all materials shall be new caused by agents or employees of the Owner, or due to and both workmanship and materials shall be of good causes beyond the Contractor's control and not to his quality. The Contractor shall, if required, furnish fault or negligence. He shall adequately protect ad- satisfactory evidence as to the kind and quality of jacent property as provided by law and the Contract materials. Documents. The Contractor shall at all times enforce strict disci- The Contractor shall take all necessary precautions pline and good order among his employees, and shall for the safety of employees on the work, and shall com- not employ on the work any unfit person or anyone not ply with all applicable provisions of Federal, State, and skilled in the work assigned to him. Municipal safety laws and building codes to prevent ac- cidents or injury to persons on, about or adjacent to the ARTICLE 10 premises where the work is being performed. He shall erect and properly maintain at all times, as required by ROYALTIES AND PATENTS the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public The Contractor shall pay all royalties and license fees. and shall post danger signs warning against the hazards He shall defend all suits or claims for infringement of created by such features of construction as protruding any patent rights and shall save the Owner harmless nails, hoists, well holes, elevator hatchways, scaffolding, from loss on account thereof, except that the Owner window openings, stairways and falling materials; and shall be responsible for all such loss when a particular he shall designate a responsible member of his organiza- process or the product of a particular manufacturer or tion on the work, whose duty shall be the prevention of manufacturers is specified, but if the Contractor has in- accidents. The name and position of any person so formation that the process or article specified is an designated shall be reported to the Architect by the infringement of a patent, he shall be responsible for Contractor. such loss unless he promptly gives such information to the Architect or Owner. In an emergency affecting the safety of life or of the work or of adjoining property, the Contractor, without ARTICLE 11 special instruction or authorization from the Architect or Owner, is hereby permitted to act, at his discretion, SURVEYS, PERMITS, LAWS, TAXES AND to prevent such threatened loss or injury; and he shall REGULATIONS so act, without appeal, if so authorized or instructed. Any compensation, claimed by the Contractor on ac- tlO The Owner shall furnish all surveys unless otherwise count of emergency work, shall be determined by agree- , specified. ment or arbitration. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 8 ARTICLE 15 ARTICLE 13 CHANGES IN THE WORK The Owner, without invalidating the Contrraact, may +* ACCESS TO WORK order extra work or make changes by alterin, adding The Architect and his representatives shall at all times to or deducting from the Allwork, the ork shall Sum being l times adjusted accordingly. have access to the work wherever it is in preparation or progress and the Contractor shall provide proper t that under the conditions of the original Contract exceS all be c au se change. any for such access and so that the Architect may any claim for extension of time adjusted at the time of ordering perform his functions under the Contract Documents. the Architect's instructions, laws, I giving instructions, the Architect shall have au- If the Specifications, d require any work to thority to make minor changes in the work, not involy- ordinances or any pp rooveedd, , authority th req be e specially tested d or r approved, Contractor shall give ing extra cost, and not inconsistent with the purposes the Architect timely notice of its readiness for observa- of the building, but exce cept in an or change by the Architect or inspection by another authority, endangering life or property, shall be made unless in pursuance of a written order and if the inspection is by another authority, of the date from the Owner signed or countersigned by the Archi- fixed for such inspection, required certificates of inspec- trot, or a written order from the Architect stating that the the Architect h h shall by pro mptly the ptly made, and where prac the Owner has authorized the extra work or charge, and 1 If any work should be no claim for an addition to the Contract Sum shall be covere aed t up w e souu rce e pro p ro or consent of the Ar valid unless so ordered. tect, it cover us f approval value of any s extra work or change ay all be for examination at the Con expen ee uncovered determined in one or more of the following ways: Re- examination of questioned work may be ordered a) By estimate and acceptance in a lump sum. work must be b) By unit prices named in the Contract or subsequently the Architect and if so ordered the wor b agreed upon. cost and a fixed fee. uncovered c the Contractor. If such work be found g B cost and percentage or by in accordance with the Contract Documents the Owner c) By shall pay the cost of re- examination and replacement. If none of o b re eetho methods order agreed upo t h e If such work be found not in accordance with the Con- Contractor, prnder ovided Documents the Contractor shall pay such cost, un- proceed with the work. and In such recent ase such form u s the r less it be found that the defect in the work was caused case (c), he shall keep P o- by a Contractor employed sha provided cost. Article 35, gether voucherct may a In any correct the Architect account of the cost, , o- and in that event the Ow ner pay such certify to the amount, including reasonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of ARTICLE l4 changes shall be made on the Architect's certificate. Should conditions encountered below the surface of CONTRACTOR'S SUPERINTENDENCE AND the ground be at variance with the conditions indicated SUPERVISION by the Drawings and Specifications the Contract Sum shall be equitably adjusted upon claim by either party The Contractor shall keep on his work, during its prog- made within a reasonable time after the first observance ress, a competent superintendent and any necessary as- of the conditions. sistants, all satisfactory to the Architect. The superin- tendent shall not he changed except with the consent of ARTICLE 16 the Architect, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his CLAIMS FOR EXTRA COST employ. The superintendent shall represent the Con- If the Contractor claims that any instructions by draw - tractor in his absence and all directions given to him in g s or otherwise involve extra cost under the Contract, shall be as binding as if given to the Contractor. Im- he shall give the Architect written notice thereof within portant directions shall be confirmed in writing to the a reasonable time after the receipt of such instructions, Contractor. Other directions shall be so confirmed on and in any event before proceeding to execute the written request in each case. The Architect shall not work, except in emergency endangering life or property, be responsible for the acts or omissions of the superin- and the procedure shall then be as provided for changes tendent or his assistants. in the work. No such claim shall be valid unless so The Contractor shall give efficient supervision to the made. work, using his best skill and attention. He shall care- ARTICLE 17 fully study and compare all Drawings, Specifications and other instructions and shall at once report to the Archi- DEDUCTIONS FOR UNCORRECTED WORK tect any error, inconsistency or omission which he may discover, but he shall not be to th e Owner for If the Architect and Owner deem �� ' any damage resulting from any liable errors Or deficiencies r work injured pr a Q n e �O} Xp�di��b io in the Contract Documents or ot instru by the Contr ` aa Architect. , an e Q uC O i l lc C Shall b e m lo in �rd ade th t�0 ii� efor Fro � 111 mt f GoE,„, L COND ��{ y 1 41 A1q 4;1C 9 2o I � t 1 _ � il ARTICLE 18 other work resulting therefrom, which shall appear within a period of one year from the date of Substantial DELAYS AND EXTENSION OF TIME Completion as defined in these General Conditions, and in accordance with the terms of any special guarantees If the Contractor be delayed at any time in the progress provided in the Contract. The Owner shall give notice of the work by any act or neglect of the Owner or the of observed defects with reasonable promptness. All Architect, or of any employee of either, or by any questions arising under this Article shall be decided, by separate Contractor employed by the Owner, or by the Architect subject to arbitration, notwithstanding final changes ordered in the work, or by labor disputes, payment. fire, unusual delay in transportation, unavoidable casu- alties or any causes beyond the Contractor's control, or by delay authorized by the Architect pending arbitra- tion, or by any cause which the Architect shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Architect may ARTICLE 21 decide. No such extension shall be made for delay occurring THE OWNER'S RIGHT TO DO WORK more than seven days before claim therefor is made in If the Contractor should neglect to prosecute the work writing to the Architect. In the case of a continuing properly or fail to perform any provision of the Con - cause of delay, only one claim is necessary. tract, the Owner, after three days' written notice to If no schedule or agreement stating the dates upon the Contractor may, without prejudice to any other which drawings shall be furnished is made, then no remedy he may have, make good such deficiencies and claim for delay shall be allowed on account of failure to may deduct the cost thereof from the payment then or furnish drawings until two weeks after demand for such thereafter due the Contractor, provided, however, that drawings and not then unless such claim be reasonable. the Architect shall approve both such action and the This article does not exclude the recovery of dam- amount charged to the Contractor. ages for delay by either party under other provisions in the Contract Documents. ARTICLE 22 ARTICLE 19 OWNER'S RIGHT TO TERMINATE CONTRACT CORRECTION OF WORK BEFORE SUBSTANTIAL COMPLETION If the Contractor should be adjudged a bankrupt, or if The Contractor shall promptly remove from the prem- he should make a general assignment for the benefit of ises all work condemned by the Architect as failing his creditors, or if a receiver should be appointed on ac- to conform to the Contract, whether incorporated or count of his insolvency, or if he should persistently or not, and the Contractor shall promptly replace and re- repeatedly refuse or should fail, except in cases for execute his own work in accordance with the Contract which extension of time is provided, to supply enough and without expense to the Owner and shall bear the properly skilled workmen or proper materials, or if he expense of making good all work of other contractors should fail to make prompt payment to subcontractors destroyed or damaged by such removal or replacement. or for material or labor, or persistently disregard laws, ordinances or the instructions of the Architect, or other - If the Contractor does not remove such condemned wise he guilty of a substantial violation of any provision work within a reasonable time, fixed by written notice, of the Contract, then the Owner, upon the certificate of the Owner may remove it and may store the material the Architect that sufficient cause exists to justify such at the expense of the Contractor. If the Contractor action, may, without prejudice to any other right or does not pay the expenses of such removal within ten remedy and after giving the Contractor, and his surety if days' time thereafter, the Owner may, upon ten days' any, seven days' written notice, terminate the employ- written notice, sell such materials at auction or at pri- ment of the Contractor and take possession of the vate sale and shall account for the net proceeds thereof, premises and of all materials, tools and appliances after deducting all the costs and expenses that should thereon and finish the work by whatever method he may have been borne by the Contractor. deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the Contract Sum shall exceed the expense of finishing the work including ARTICLE 20 compensation for additional architectural, managerial and administrative services, such excess shall be paid CORRECTION OF THE WORK AFTER to the Contractor. If such expense shall exceed such SUBSTANTIAL COMPLETION unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as The Contractor shall remedy any defects due to faulty herein provided, and the damage incurred through the materials or workmanship and pay for any damage to Contractor's default, shall be certified by the Architect. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 5 ARTICLE 23 properly due, or state in writing his reasons for with- holding a certificate. 011. THE CONTRACTOR'S RIGHT TO STOP WORK No certificate issued nor payment made to the Con - OR TERMINATE CONTRACT tractor, nor partial or entire use or occupancy of the If the work should be stopped under an order of any work by the Owner, shall be an acceptance of any work court, or other public authority, for a period of thirty or materials not in accordance with the Contract. When advised by the Contractor that the work is substantially days, through no act or fault of the Contractor or of completed, the Architect and the Contractor shall within anyone employed by him, then the Contractor may, a reasonable time make a joint inspection of the work upon seven days' written notice to the Owner and the and if the Architect shall determine that the work is Architect, terminate the Contract and recover from the substantially completed, he shall then prepare a Cer- Owner payment for all work executed and any proven substantially of Substantial Completion, which shall be sub - loss sustained upon any plant or materials and reason mitted to the Owner and the Contractor for their execu- able profit and damages. tion. The making and acceptance of the final payment Should the Architect fail to issue any Certificate for shall constitute a waiver of all claims by the Owner, Payment, through no fault of the Contractor, within other than those arising from unsettled liens, from seven days after the Contractor's formal request for faulty work appearing after Substantial Completion or payment or if the Owner should fail to pay to the Con- from failure to comply with Drawings and Specifics- tractor within seven days of its maturity and presen- lions and the terms of any special guarantees specified tation, any sum certified by the Architect or awarded in the Contract and of all claims by the Contractor, by arbitrators, then the Contractor may, upon seven except those previously made and still unsettled. days' written notice to the Owner and the Architect, Should the Owner fail to pay the sum named in any stop the work or terminate the Contract as set out in Certificate for Payment issued by the Architect or in any the preceding paragraph. award by arbitration, upon demand when due, the Con - tractor shall receive, in addition to the sum named in ARTICLE 24 the Certificate for Payment, interest thereon at the legal APPLICATIONS FOR PAYMENTS rate in force at the place of building. At least ten days before each payment falls due, the ARTICLE 26 Contractor shall submit to the Architect an itemized application for payment, supported to the extent re- PAYMENTS WITHHELD quired by the Architect by receipts or other vouchers, Ow showing payments for materials and labor, payments to The Architect may withhold or, on account of subse- subcontractors and such other evidence of the Contrac quently discovered evidence, nullify the whole or a part tor's right to payment as the Architect may direct. of any certificate to such extent as may be necessary in If payments are made on valuation of work done, his reasonable opinion to protect the Owner from loss the Contractor shall, before the first application, submit on account of: to the Architect a schedule of values of the various parts a) Defective work not remedied. of the work, including quantities, aggregating the total b) Claims filed or reasonable evidence indicating prob- sum of the Contract, divided so as to facilitate payments able filing of claims. to subcontractors in accordance with Article 37(e), c) Failure of the Contractor to make payments prop- made out in such form as the Architect and the Con- erly to subcontractors or for material or labor. tractor may agree upon, and, if required, supported by d) A reasonable doubt that the Contract can be com- such evidence as to its correctness as the Architect may pleted for the balance then unpaid. direct. This schedule, when approved by the Architect, shall be used as a basis for Certificates for Payment, un- e) Damage to another Contractor. less it be found to be in error. In applying for payments, When the above grounds are removed payment shall the Contractor shall submit a statement based upon this be made for amounts withheld because of them. schedule. If payments are made on account of materials not ARTICLE 27 incorporated in the work but delivered and suitably CONTRACTOR'S LIABILITY INSURANCE stored at the site, or at some other location agreed upon in writing, such payments shall be conditioned upon The Contractor shall maintain such insurance as will submission by the Contractor of bills of sale or such protect him from claims under workmen's compensation other procedure as will establish the Owner's title to acts and other employee benefits acts; from claims for such material or otherwise adequately protect the Own- damages because of bodily injury, including death, to er's interest including applicable insurance. his employees and all others; and from claims for dam - ages to property —any or all of which may arise out ARTICLE 25 of or result from the Contractor's operations under the CERTIFICATES FOR PAYMENTS Contract, whether such operations be by himself or by any subcontractor or anyone directly or indirectly em- If the Contractor has made application for payment as ployed by either of them. This insurance shall be writ- ".1 above, the Architect shall, not later than the date when ten for not less than any limits of liability specified as each payment falls due, issue a Certificate for Payment part of the Contract. Certificates of such insurance to the Contractor for such amount as he decides to be shall be filed with the Owner and Architect. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 6 ARTICLE 28 money received from insurance in an account separate from all his other funds and he shall distribute it in ac- OWNER'S LIABILITY INSURANCE cordance with such agreement as the parties in interest The Owner shall be responsible for and at his option may reach, or under an award of arbitrators appointed, may maintain such insurance as will protect him from one by the Owner, another by joint action of the other his contingent liability to others for damages because of parties in interest, all other procedure being as provided bodily injury, including death, which may arise from elsewhere in the Contract for arbitration. If after loss operations under the Contract, and any other liability no special agreement is made, replacement of injured for damages which the Contractor is required to insure work shall be ordered and executed as provided for under any provision of the Contract. changes in the work. The Trustee shall have power to adjust and settle any loss with the insurers unless one of the Contractors in- ARTICLE 29 terested shall object in writing within three working FIRE INSURANCE WITH EXTENDED days of the occurrence of loss, and thereupon arbitrators shall be chosen as above. The Trustee shall in that case COVERAGE make settlement with the insurers in accordance with Unless otherwise provided, the Owner shall effect and the directions of such arbitrators, who shall also, if dis - maintain fire insurance with extended coverage upon tribution by arbitration is required, direct such dis - the entire structure on which the work of the Contract tribution. is to be done to one hundred per cent of the insurable value thereof, including items of labor and materials ARTICLE 30 connected therewith whether in or adjacent to the struc- ture insured, materials in place or to be used as part of GUARANTY BONDS the permanent construction including surplus materials, shanties, protective fences, bridges, temporary struc- The Owner shall have the right, prior to the signing of tures, miscellaneous materials and supplies incident to the Contract, to require the Contractor to furnish bond the work, and such scaffoldings, stagings, towers, forms, covering the faithful performance of the Contract and and equipment as are not owned or rented by the Con- the payment of all obligations arising thereunder, in tractor, the cost of which is included in the cost of the such form as the Owner may prescribe and with such work. EXCLUSIONS: This insurance does not cover any sureties as he may approve. If such bond is required by tools owned by mechanics, any tools, equipment, scaf- instructions given previous to the submission of bids, folding, staging, towers, and forms owned or rented by the premium shall be paid by the Contractor; if sub - the Contractor, the capital value of which is not in- sequent thereto, it shall be paid by the Owner. eluded in the cost of the work, or any cook shanties, bunk houses or other structures erected for housing the ARTICLE 31 workmen. The loss, if any, is to be made adjustable with and payable to the Owner as Trustee for the in- DAMAGES sureds and Contractors and subcontractors as their in- Should either party to the Contract suffer damages be- terests may appear, except in such cases as may require cause of any wrongful act or neglect of the other party payment of all or a proportion of said insurance to be or of anyone employed by him, claim shall be made in made to a mortgagee as his interests may appear. writing to the party liable within a reasonable time of Certificates of such insurance shall be filed with the the first observance of such damage and not later than Contractor if he so requires. If the Owner fails to the final payment, except as expressly stipulated other - effect or maintain insurance as above and so notifies wise in the case of faulty work or materials, and shall the Contractor, the Contractor may insure his own in- be adjusted by agreement or arbitration. terests and that of the subcontractors and charge the cost thereof to the Owner. If the Contractor is dam- ARTICLE 32 aged by failure of the Owner to maintain such insurance or to so notify the Contractor he may recover as stipu- LIENS lated in the Contract for recovery of damages. If other special insurance not herein provided for is required by Neither the final payment nor any part of the retained the Contractor, the Owner shall effect such insurance percentage shall become due until the Contractor, if at the Contractor's expense by appropriate riders to his required, shall deliver to the Owner a complete release fire insurance policy. The Owner, Contractor, and all of all Liens arising out of the Contract, or receipts in full subcontractors waive all rights, each against the others, in lieu thereof and, if required in either case, an affidavit for damages caused by fire or other perils covered by that so far as he has knowledge or information the re- insurance provided under the terms of this article, leases and receipts include all the labor and material for except such rights as they may have to the proceeds of which a lien could be filed; but the Contractor may, if insurance held by the Owner as Trustee. any subcontractor refuses to furnish a release or receipt The Owner shall be responsible for and at his option in full, furnish a bond satisfactory to the Owner, to may insure against loss of use of his existing property, indemnify him against any lien. If any lien remains due to fire or otherwise, however caused. If required unsatisfied after all payments are made, the Contractor in writing by any party in interest, the Owner as Trustee shall refund to the Owner all moneys that the latter shall, upon the occurrence of loss, give bond for the may be compelled to pay in discharging such a lien, proper performance of his duties. He shall deposit any including all costs and a reasonable attorney's fee. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 7 ARTICLE 33 the Architect or by the Owner prior to the award of the relevant contract, the Contract Sum shall be increased ASSIGNMENT or decreased by the difference in cost occasioned by such change. Neither party to the Contract shall assign the Contract The Contractor shall not be required to employ or sublet it as a whole without the written consent of any subcontractor against whom he has a reasonable the other, nor shall the Contractor assign any moneys objection. due or to become due to him hereunder, without the l previous written consent of the Owner. The Architect shall, on request, furnish to any sub- contractor, wherever practicable, evidence of the ARTICLE 34 amounts certified on his account. The Contractor agrees that he is as fully responsible MUTUAL RESPONSIBILITY OF CONTRACTORS to the Owner for the acts and omissions of his subcon- tractors and of persons either directly or indirectly em- Should the Contractor cause damage to any separate ployed by them, as he is for the acts and omissions of contractor on the work the Contractor agrees, upon due persons directly employed by him. notice, to settle with such contractor by agreement or Nothing contained in the Contract Documents shall arbitration, if he will so settle. If such separate con create any contractual relation between any subcon- tractor sues the Owner on account of any damage al- tractor and the Owner. leged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceedings at the Owner's expense and, if any judgment against the ARTICLE 37 Owner arise therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Owner. RELATIONS OF CONTRACTOR AND SUBCONTRACTOR ARTICLE 35 The Contractor agrees to bind every Subcontractor and SEPARATE CONTRACTS every Subcontractor agrees to be bound by the terms of the Agreement, the General Conditions of the Con - The Owner reserves the right to let other contracts in tract, the Supplementary General Conditions, the Draw - connection with this work under similar General Con- ings and Specifications as far as applicable to his work, ditions. The Contractor shall afford other contractors including the following provisions of this article, unless reasonable opportunity for the introduction and storage specifically noted to the contrary in a subcontract ap- of their materials and the execution of their work, and proved in writing as adequate by the Owner or Archi- shall properly connect and cordinate his work with tect. theirs. If any part of the Contractor's work depends for The Subcontractor agrees— proper execution or results upon the work of any other a) To be bound to the Contractor by the terms of the contractor, the Contractor shall inspect and promptly Agreement, General Conditions of the Contract, the report to the Architect any defects in such work that Supplementary General Conditions, the Drawings and render it unsuitable for such proper execution and re- Specifications, and to assume toward him all the obliga- sults. Failure of the Contractor so to inspect and report tions and responsibilities that he, by those documents, shall constitute an acceptance of the other contractor's assumes toward the Owner. work as fit and proper for the reception of his work, except as to defects which may develop in the other b) To submit to the Contractor applications for pay - contractor's work after the execution of his work. ment in such reasonable time as to enable the Con - To insure the proper execution of his subsequent work tractor to apply for payment under Article 24 of the the Contractor shall measure work already in place and General Conditions. shall at once report to the Architect any discrepancy c) To make all claims for extras, for extensions of time between the executed work and the Drawings. and for damages for delays or otherwise, to the Con- tractor in the manner provided in the General Con - ARTICLE 36 ditions of the Contract and the Supplementary General Conditions for like claims by the Contractor upon the SUBCONTRACTS Owner, except that the time for making claims for extra cost is one week. As soon as practicable and before awarding any subcon- tracts, the Contractor shall notify the Architect in writ- The Contractor agrees — ing of the names of the subcontractors proposed for the d) To be bound to the Subcontractor by all the obliga- principal parts of the work, and for such other parts as tions that the Owner assumes to the Contractor under the Architect may direct, and shall not employ any to the Agreement, General Conditions of the Contract, the whom the Architect or the Owner may have a reason- Supplementary General Conditions, the Drawings and able objection. Specifications, and by all the provisions thereof afford- If before or after the execution of the Contract a ing remedies and redress to the Contractor from the change of any subcontractor on such list is required by Owner. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 8 e) To pay the Subcontractor, upon the payment of ARTICLE 38 certificates, if issued under the schedule of values de- scribed in Article 24 of the General Conditions, the ARCHITECT'S STATUS; ARCHITECT'S amount allowed to the Contractor on account of the SUPERVISION Subcontractor's work to the extent of the Subcontractor's The Architect shall be the Owner's representative during interest therein. the construction period. The Architect will make peri- odic visits to the site to familiarize himself generally f) To pay the Subcontractor, upon the payment of cer with the progress and quality of the work and to deter- tificates, if issued otherwise than as in (e), so that at all mine in general if the work is proceeding in accordance times his total payments shall be as large in proportion with the Contract Documents. He will not be required to the value of the work done by him as the total to make exhaustive or continuous on -site inspections to amount certified to the Contractor is to the value of check the quality or quantity of the work and he will the work done by him. not be responsible for the Contractor's failure to carry out the construction work in accordance with the Con- g) To pay the Subcontractor to such extent as may be tract Documents. During such visits and on the basis of provided by the Contract Documents or the subcontract, his observations while at the site, he will keep the if either of these provides for earlier or larger payments Owner informed of the progress of the work, will en- than the above. deavor to guard the Owner against defects and defi- ciencies in the work of Contractors, and he may con - h) To pay the Subcontractor on demand for his work demn work as failing to conform to the Contract Docu- or materials as far as executed and fixed in place, less ments. He shall have authority to act on behalf of the the retained percentage, at the time the Certificate for Owner only to the extent expressly provided in the Payment should issue, even though the Architect fails to Contract Documents or otherwise in writing, which shall issue it for any cause not the fault of the Subcontractor. be shown to the Contractor. He shall have authority to stop the work whenever such stoppage may be neces- j) To pay the Subcontractor a just share of any fire in- sary in his reasonable opinion to insure the proper surance money received by him, the Contractor, under execution of the Contract. Article 29 of the General Conditions. The Architect shall be, in the first instance, the inter - preter of the conditions of the Contract and the judge k) To make no demand for liquidated damages or of its performance. He shall side neither with the Owner penalty for delay in any sum in excess of such amount nor with the Contractor, but shall use his powers under as may be specifically named in the subcontract. the Contract to enforce its faithful performance by both. 4 In case of the termination of the employment of the 1) That no claim for services rendered or materials Architect, the Owner shall appoint a capable and repu- furnished by the Contractor to the Subcontractor shall table Architect against whom the Contractor makes no be valid unless written notice thereof is given by the reasonable objection, whose status under the contract Contractor to the Subcontractor during the first ten days shall be that of the former Architect; any dispute in of the calendar month following that in which the connection with such appointment shall be subject to claim originated. arbitration. m) To give the Subcontractor an opportunity to be ARTICLE 39 present and to submit evidence in any arbitration in- volving his rights. ARCHITECT'S DECISIONS n) To name as arbitrator under arbitration proceedings The Architect shall, within a reasonable time, make de- as provided in the General Conditions the person nom- cisions on all claims of the Owner or Contractor and on inated by the Subcontractor, if the sole cause of dispute all other matters relating to the execution and progress is the work, materials, rights or responsibilities of the of the work or the interpretation of the Contract Docu- Subcontractor; or, if of the Subcontractor and any other ments. subcontractor jointly, to name as such arbitrator the The Architect's decision, in matters relating to ar- person upon whom they agree. tistic effect, shall be final, if within the terms of the Contract Documents. The Contractor and the Subcontractor agree that— Except as above or as otherwise expressly provided in the Contract Documents, all the Architect's decisions o) In the matter of arbitration, their rights and obliga- are subject to arbitration. tions and all procedure shall be analogous to those set If, however, the Architect fails to render a decision forth in this Contract; provided, however, that a deci- within ten days after the parties have presented their sion by the Architect shall not be a condition precedent evidence, either party may then demand arbitration. If to arbitration. the Architect renders a decision after arbitration pro - ceedings have been initiated, such decision may be Nothing in this article shall create any obligation on entered as evidence but shall not disturb or interrupt elk the part of the Owner to pay or to see to the payment such proceedings except where such decision is accept- of any sums to any subcontractor. able to the parties concerned. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 9 ARTICLE 40 eluded in the Contract Sum shall be allowed. The Con- tractor shall not be required to employ for any such ARBITRATION work persons against whom he has a reasonable objec- tion. All disputes, claims or questions subject to arbitration under the Contract shall be submitted to arbitration in ARTICLE 42 accordance with the provisions, then obtaining, of the Standard Form of Arbitration Procedure of The Ameri- can Institute of Architects, and the Agreement shall be USE OF PREMISES specifically enforceable under the prevailing arbitration The Contractor shall confine his apparatus, the storage law, and judgment upon the award rendered may be of materials and the operations of his workmen to limits entered in the court of the forum, state or federal, hav- indicated by law, ordinances, permits or directions of ing jurisdiction. It is mutually agreed that the decision the Architect and shall not unreasonably encumber the of the arbitrators shall be a condition precedent to any premises with his materials. right of legal action that either party may have against the other. The Contractor shall not load or permit any part of The Contractor shall not cause a delay of the work the structure to be loaded with a weight that will en- during any arbitration proceedings, except by agreement danger its safety. with the Owner. Notice of the demand for arbitration of a dispute ARTICLE 43 shall be filed in writing with the other party to the Con - tract, and a copy filed with the Architect. The demand CUTTING, PATCHING for arbitration shall be made within a reasonable time The Contractor shall do all cutting, fitting or patching after the dispute has arisen; in no case, however, shall the demand be made later than the time of final pay- of his work that may be required to make its several ment, except as otherwise expressly stipulated in the parts come together properly and fit it to receive or be Contract. received by work of other contractors shown upon, The arbitrators, if they deem that the case requires or reasonably implied by, the Drawings and Specifica- tions for the completed structure, and he shall make it, are authorized to award to the party whose conten- good after them as the Architect may direct. tion is sustained, such sums as they or a majority of Any cost caused by defective or ill-timed work shall them shall deem proper to compensate him for the time be borne by the party responsible therefor. and expense incident to the proceeding and, if the arbitration was demanded without reasonable cause, The Contractor shall not endanger any work by cut - ," they may also award damages for delay. The arbitra- ting, excavating or otherwise altering the work and shall tors shall fix their own compensation, unless otherwise not cut or alter the work of any other contractor save provided by agreement, and shall assess the costs and with the consent of the Architect. charges of the proceedings upon either or both parties. ARTICLE 44 ARTICLE 41 CLEANING UP CASH ALLOWANCES The Contractor shall at all times keep the premises free The Contractor shall include in the Contract Sum all from accumulation of waste materials or rubbish caused allowances named in the Contract Documents and shall by his employees or work, and at the completion of the cause the work so covered to be done by such con- work he shall remove all his rubbish from and about tractors and for such sums as the Architect may direct, the building and all his tools, scaffolding and surplus the Contract Sum being adjusted in conformity there- materials and shall leave his work "broom- clean" or its with. The Contractor declares that the Contract Sum equivalent, unless more exactly specified. In case of includes such sums for expenses and profit on account dispute the Owner may remove the rubbish and charge of cash allowances as he deems proper. No demand for the cost to the several contractors as the Architect shall delivery costs, expenses or profit other than those in- determine to be just. GENERAL CONDITIONS OF CONTRACT TEN PAGES AIA DOC. A201 SEPT. 1963 ED. PAGE 10 SPECIAL PROVISIONS 1. 4he Owner reserves the right to reject or accept any or all bie3 and waive all formality therewith. 2. Insurance; a. The Contractor shall effect and maintain Comprehensive Liability iabilit Insurance with limits for bodily injury of $100,000.00 each person and $300,000.00 each accident; Automobile Property Damage, limits of $5,000.00 each accident and $25,000.00 aggre- gate, b, Prior to the commencement of any work under this con- tract, the Contractor shell furnish the Owner with certificate of insurance which provides that the required insurance shell not be terminated or reduced except upon written notice thereof to the owner. 3. Bond, a. The Contractor shall furnish a Performance and Payment Bond for the full amount of the contract price, covering faithful performance of the Contract and the payment of all obligations 00 ,, arising thereunder, in such form as the Owner may *reseribe. This bond shall be written by a Surety Company licensed to trans- ,o act business within the State in which the project is located. The premium for this Bond shall be paid for by the Contractor. b, This Bond shall be delivered to the Owner within ten (10) days of the date of notice in writing to the Contractor that he has bean awarded the Contract. The obtaining by the t of the Bond shall be a condition precedent to the effectuation of the Contract between the Owner and Contractor. 4, Exam a not its. The Contractor will be held responsible for for a premises and satisfied himself as to conditions *Wier which he will be obliged to operate in pas sform- ing, his Contract 5. Divistorx of Work. The anneral Contract includes all work shown on draWings and in specifications ications listed in index of these specifications 6. Time of Completion. The Contractor agrees to complete the building within 1W5 calendar days after awarded the Contract. SP -1 SECTION 1 - SITE PREPARATION AND EARTHWORK 1 -010 eneral. Perform all earthwork, including excavation, filling, bac ng and grading, required to accomplish the work of this contract. (a) Sh i Provide shoring and bracing as may be necessary to properyaccomplish this work. (b) rotection of Exi stin Str urea. Excavations likely to dieloca e, m e er, damage or impair the strength of structures already in place shall be done only after adequate protection has been provided for the existing structures. Any damage to structures due to the Contractor's failure to provide adequate protection during excavation shall be remedied by him in a manner approved by the Architeot, and at no additional cost to the Owner. (o) Removal of Exi- t • _ Struat .es Pavin_ Drivewa ' s tie Etc. Remove ex et ng structures no • ng oun.at on wa a and footings where called for on the drawings. Existing play courts, driveways, walks shall be removed in areas of construction and where called for on drawings. All existing structures shall be- come the property of the Contractor and removed by him. ew 1-02. C earin cad s bbin . Clear and *rub to remove stumps, roots, trees, veg at on, excessive organic material and other obstmuations to the work. Remove all trees in area of construction. Trees that are in question shall be verified with the Arohitect. (a) Clear and grup within the limits of building and paving lines and to a poiht 5 feet beyond building lines. 1 -03. Too So 1. Remove from the building and paving areas and stock pile on the site. Spread uniformly over the remaining areas upon completion of rough grading, 1 -. Excavation. (a) Structures. Excavate to the depths and dimensions indicated for footings, foundations, slabs on grade and other structures. Remove roots larger than if4" diameter, all matted roots and organic material to a depth of 1 foot below the bottom of footing or slab elevations shown, where these materials are encountered during excavation work or where indicated on the drawings. If additional excavation is ordered by Architect, an adjustment in contract price will be made. If excavations are carried below the depths indicated, bottoms of footings shall be extended to the bottom of the excavation and top of footing shall f be lowered accordingly and the length of pedestal increased. Cut sides and bottoms of footing excavations clean; if stable, 1 -1 they may be used for pouring the concrete without forms. In all other instances, allow sufficient room for installation and inspection of forms. (b) ctertor Piping. etc. A11, excavation shall be by open cut with banks of trenches 'Rept as nearly vertical as possible. Trenches shall be wide enough to allow approximately 8 clearance on each side of pipe; bottom uniform to provide accurate grade and uniform bearing for as nearly the full length of the pipe section as practicable. Bell holes, no larger than is necessary to permit proper jointing, shall be dug after the trench has been graded. Perform all excavations of whatever substance encountered to the depths shown or indicated on plans. In the event unsuit- able or unstable soil is encountered it shall be removed and replaced with gravel, crushed stone or crushed slag which shall be thoroughly tamped; the Architect shall determine the depth of removal of such soil. If additional excavation is ordered by the Architect, an adjustment in c ontra©t price will be made, 1 -050 ?,ill agd Backtill nA (a) Material. Clean, free draining sand, free Pacm organic material.; subject to the approval of the Architect. (b) Borrow. Excavated material that is suitable, as determined by the Architect, may be used for filling or back - filling. Procure additional material, where necessary, from borrow pits approved by the Architect and furnish at no additional coat to the Owner. (c) filling and Baokf illia f Struottares . Remove forms, lumber, trash, mortar incrustations and other objeotionable material and install fill and backfill in layers of not over 8 inches loose measure. Compact each layer as hereinafter specified. Baakfill as the work progresses. Do not place fill or backfill against concrete or masonry walls within seven days after con - struction unless specific permission is obtained from Architect. Grade final layer to final elevation and dress smooth. 1 -06. Commotion Requirements. (a) Fills and Baokfille under Slabs and Structures. Place fills and baokfille under slabs and structures, and the backfill against structures in equal layers as specified herein - before and compact each layer to 70% relative density. (b) Cut motions Under Slabs and Structures. The top 12 inch layer of out or excavated sect slabs and struc- tures shall have a density 70% relative density. Before the slab or structure is placed, the top layer, 12 ", shall be tested and shall be oompaoted, if necessary, until the density meets the above requirements. 1 -2 1 -07. estir for Co acti oa. The Owner will employ an independent es ng .a oratory to make teats for compaction. One "+ in -plane density test will be made for each 3000 square feet of floor and walkway surfaces placed as specified under floor slabs. Testa will also be made in cut sections. Inform the Architect as fill is placed, giving at least 2i. hours notice, so that the test - ing laboratory can be duly notified to make tests. Include an allowance of Fifty Dollars ($50.00) for this testing and disburse payments promptly to the laboratory when directed. 1 -08. Dewateving. Remove all standing water from excava- tion before placing concrete therm and maintain the excavation free of standing water until concrete is placed. Provide de- watering equipment as necessary to conform to this requirement. 1 -09. Gradin . Grade the site to the finished contours indicated. a e cuts as required to conform to the contours. Compact all fills. After the fill areas have been permitted to settle, check the lines and grades and dress to the proper and final elevation, adding additional fill material if necessary. 1 -10. Dis osal. Surplus materials from excavations, trash, debris and meter a s resulting from clearing, grubbing, and demolition operations shall become the property of the Contractor and shall be disposed of by moving from the site unless specific permission is given by the Owner to burn trash. 1 -3 { AICT1QW 2 - COBCR;TE 2 -Q1. 111222. This section includes all labor, material, equipment end required for installing the concrete work shown on the drawings and called for in this specification. 2-02. d peit1o4t o This work shall conform to the following an a peo scat, ones (a) The Building Code of the City of Jacksonville, Fla. (b) The American Concrete Institute Building Code, latest adoption, except as modified herein. (c) Designated specifications of the American Society for Testing Materials (ASTM). 2 -03o � ate 1s. The clement shall be standard brand of 4 portlaru9 often t Mtnctf aetured in the United States. It shall conform to ASTM Specifications C -150 or C -►175. The aggregates shall Conform to ASTM Specifications C -330 The water used in mixing shall be clean and tree from injurious amounts of oils, aside, alkalis, organic matter or other deleterious substances, The reinforcing bats shall conform to ASTM Specification A -15 or A -16 or A -305. The reinforcing mesh shall conform to ASTM specifications A-185. 2-0L. ,are_11 Yt . The concrete for this structure shall provide an u mate twenty -tight (28) day strength of 3000 pounds per aq. inch. 2 -05. Pr$p rtions. and Consistency. The proportions of aggregate, cement and water shall be such as will produce a concrete of the quality specified and provide a mixture which will work readily into corners of the Corms and around the reinforcing without permitting the materials to segregate or free water to collect on the surface. bio concrete shall be placed until evi- dence has been submitted to the Architect that the materials and mix will produce the concrete called for. Approval by the Archi- tect of the materials, mix or procedures, however, will not relieve the Contractor of full responsibility to provide the concrete speeitied. 2 -06. Testes During the progress of the work, compression and slop teats will be required. Test cylinders shall be taken by a representative of a testing laboratory. The cylinders shall be cored and tested by the laboratory in accordance with ASTM Specifications C -31 and C -39. Tests shall be made of the first two pours, regardless of the amount poured. Thereafter, one test shall be made for each seventy -five yards poured. 2 -1 Three (3) cylinders shall be taken for each test. One (1) shall be tested seven (7) days after the pour, and two (2) tested twenty -eight (28) days after the pour. If these tests indicate that the ooncrete does not meet the requirements of the specifications, the Architect may require additional teats to determine the strength of the concrete in question, and changes in mix or procedure to secure concrete of the quality specified. The cost of these tests shall be paid by the Contractor. 2 -07. F r ms. The forms shall conform to the shapes, lines and dimensions " shown on the drawings. They shall be substantial to prevent any bulging or deflections and sufficiently tight to prevent leakage of mortar. They shall be adequately shored and braced in order to hold their shape and position and to insure the safety of the workmen. Forms for concrete which will be exposed after completion of the job shall be built of materials and in such manner as to produce a smooth and uniform surface, free from board wood grain and joint marks or other imperfections. If a portion of an area must be rubbed to remove imperfections, the entire area must be rubbed sufficiently to obtain a uniform texture. Use only carborundum and water for rabbing. 2-0S. R oval of Forms. Forms shall be removed in s uc h manner as to insure the ooinplete safety of the structure. Where the structure as a whole is supported on shores, the removable floor forms, beam and girder slides, column and similar vertical forms mfy be removed after 24 hours provided the concrete is sufficiently hard not to be 'figured thereby. In no case shall the supporting forces and shores be removed until the members have acquired sufficient strength to support their weight and the load thereon. 2 -09. Plac jn� Reinforcing. Before planing, all reinforcing steel shall be cleaned and free from all loose scale, rust, oil and other foreigb natter. The reinforcing shall be accurately fabricated, placed and secured. It shall be supported by gal - vanized metal bolsters and chairs and tied to provide the clear- ances and spacings called for, and to hold the reinforcing in place while the concrete is poured. Unless otherwise shown on the drawings. all wall verticals and column bars shall be lapped 24 diameters. All other splices shall be made by lapping the bars 30 diameters. Wire mesh re- inforcing shall be spliced by lapping 6 inches. 2 -10. ixin Transporting and Placing. No concrete shall be planed which has been in the mixer more than 45 minutes after the water has been added. Ready -mixed concrete may be used provided the mixing plant and 2 -2 transporting equipment have been approved by the Architect. Water must not be added to ready -mixed concrete until the mixer . is at the place of deposit. The concrete must be mixed until there is a thorough distribution of the materials and the mass is uniform in color and homogeneous. The concrete shall be mixed, transported and placed by methods which permit rapid placing and which will prevent loss or separa- tion of materials. The concrete shall be worked into the forms and around the reinforcing by mechanical vibration and tamping. Before any concrete is placed, all standing water, debris, shav- ings and other extraneous matter shall be removed from the place to be occupied by the concrete. Suitable holes in the forms shall be provided to facilitate this cleaning. All forms shall be thoroughly wet or oiled before concrete is placed. Excess oil must be wiped off to leave the forms just oily to the touch. In no Gass shall concrete be placed antil all reinforcing has been placed and tied and inspected and approved by the Architect. The concrete for the slabs on steeltex shall be what is termed a dry mix and shall in no ease be wet enough to drip through the paper backed mesh. The concrete shall not be placed until the joists are anchored and attached to the supports, all bridging and anchors are in place and the steeltex ached and secured to the joists. 1f buggies or barrows are used for distribution, plank runways shall be planed over the joists. The concrete shall not be dumped between the joists, but shall be dumped over the joists so as to prevent excessive sagging of the steeltex. 2 -11. Hleeve In serts, Anch Bolts. O ibedded Items. All sleeves, inserts, hangers, anchor bolts, dowels p and de nailing the strips shall be aeourately set, y concrete is deposited. �ahiteotaatdrawingsmoal� shall provided as shown on the A masonry specifications. Pipes, conduits and other items embedded in the concrete shall be so placed and held that they do not misplace the reinforcing or weaken t)i concrete at points of maximum stress or where the concrete section is not sufficient xtx!i,tstex$Ixmaxtm to per- mit the reduction of area caused by the embedment. 2 -12. Cutt n and Patahin Rough spots, streaks, stains and hard aped m or •ar or gr u s all be renovedby rubbing lightly with a . fine abrasive stone. Ample water should be used and rubbing should be sufficient only to remove the streaks without working up a lather of mortar or changing the texture of the concrete. Honeycomb and other imperfections in the section and surface of 2 -3 the concrete shall be neatly and adequately filled and repaired. rfra Wherever the imperfection cannot, in the opinion of the Architect, • be reg*ired by means described above, the Contractor will be required to repair or replace the concrete in gaestion as directed by the **rah /toot This work shall be paid for by the Contractor. 2 -13. 9oncrete Slab riniehea . (a) Pl,00rs shall be worked to true and level surfaces exoapt that where drainage is called for they shall have a fall of i /8 per foot or the slopes indicated. Test with a 16 foot straight edge, or shorter in :restricted places, and limit the sur- face variations to not more than 1/4" in 16 feet. No dusting will be permitted. (b) ton41l. hio Finish: Where the finish schedule calls for "Concrete Floor *, screed the oonccrete to a true surface and float when hard enough to support knee boards. ?lout with a levelling derby and wood float. Fill low spots with fresh mortar and not laitance sareeded from the slab. Again float and trowel sufficiently to eliminate all irregularities and to produce a smooth, hard and polished finish, free from defects. When hard enough to ring strider the trowel, burnish the surface of all floors scheduled to have a monolithic concrete finish to a hard, dense finish free from bled a (o) ?lgat ►inishs Exterior concrete platforms, walks and steps shall be finished monolithically on all exposed surfaces, and shall be worked to the lines and slopes indicated on the drawings. Horizontal surfaces shallbe floated and troweled as specified for monolithic finish except that in lieu of the final troweling they shall be one over with a float to produce a fine, non -slip finish. Exterior concrete walks at Pro Shop, covered walk and porch shall receive surface aggregate of pea gravel as selected (d) Rough Slab Tinish: Screed and tamp the slab only. Provide this finish for surfaces that are to receive terrazzo, ceramic tile. Make proper allowances for terrazzo, and ceramic tile in floor elevation, 2-14. Ex.ansion and Construct .on J• i ts. Expansion joints shall be prov were sown on .e .raw rigs and as follows: (a) Where slabs on the ground terminate at walls and partitions. (b) Except as shown on the drawings, all expansion joints shall have a premoulded bituminous joint filler, the full depth of the slab. Construction joints shall be provided to suit the contractor's preference, but they must be located and made so as to least 2 -4 impair the strength of the structure. Vertical joints in walls e ft must be ke Before depositing new concrete against hardered concrete at joints, the surface of the concrete shall be cleaned and roughened, all loose and weak concrete removed and the sur- face wet and slushed with cement grout. 2 -15. Curt r,. Exposed surfaces of the concrete shall be kept moist for a period of seven days after placing. Concrete exposed to direct sunlight shall be thoroughly wet twice each day for seven days. Curing by other means than specified above may be used, but the materials and methods must be approved by the Architect. 2-16. aho D �aw innga . The Contractor shall submit to the Architect a p p r o v e VI) prints of placing plans, bar lists and bonding details showing all the reinforcing called for on the design drawings and in this specification. The drawings shall provide all dtmensions, details and schedules required to place the reinforcing without reference to other drawings. The Arohiteo t +s approval will not relieve the Contractor of full responsibility to perform this work in accordance with the draw- ings and specifications. 2 -5 9 7CTI0I4 - MA$OhT 3-ca. General. (a) Workmanshi . To be highest quality and repre- sentative of excel en skt11. Lap out all work carefully and accurately and employ first class, experienced masons. Maintain all vertical and horizontal lines straight and plumb, and erect all walla plumb, true, clean and smooth. (b) !pimples. Prior to ordering, submit duplicate samples for approval of size, texture, color and quality of all types of masonry units. (c) B t -in or. Coordinate masonry work with other trades to avoid oou Wor ngg and patching. Install built -in items of this and other trades as the work progresses. Set fleshing, loose lintels, anchors, bearing plates, access doors, rough hardware, grounds, blocking, inserts and similar items in buds of mortar. (d) and_in• and St.ra.e o Mat rials. Handle masonry untie to proven. •rea . age; s ac o prow • e a• equate protection and to conserve grading and color ranges. Store cementitious and metal goods oft the ground in waterproof sheds. (e) pefinition of Cavity Walls. Those walls in which the cavity between the 'facing mate ia1 and the back -up is not less than 1 -1/2 inches nor more than three inches. Do not fill the space with mortar except where indicated. (f) of n _tion © olid Walla. Those walls in which the space betwesn ao ng ma era a aok -up is less than 1 -1/2 ino hes . The space shall be filled with mortar as the masonry is laid. 3 -02. Exposed Brick. Brick that joins existing building shall match existing as to color type and size. (a) Submit samples showing full range for approval. Ship face brick in straw to prevent surface damage. 3 -03. Unexposed Brick. Hard burned, red clay, standard size, meeting the - requirements of ASTM C62. 3 -04. Hollow Concrete Block. (a) Curing. Concrete block to be cured by one of the methods recommended by American Concrete Institute. Moisture content at time of delivery and at time of installation shall le not exceed 30% of total absorption. The Architect shall have the privilege of selecting blocks on the job site during the progress 3 -1 of the work, and the Contractor shall send these selected samples poi to an approved laboratory for test of moisture content and strength. Blocks that do not meet theme requirements shall not be counted as one of the units to be tested. C onorete block shall be similar and equal to the "Solite Block" or approved equal. Contractor shall pay for all testa. (b) or n Stack blocks with cells horizontal to permit free van a on. Store block inside a covered building, or, if outside, erect a temporary wood or steel framed shelter. (c) Size. Concrete block shall have face of 8" x 16" thickness as shown on drawings. 3 -05. Mortar Materials. (a) Portland Cement. A.S.T.M. 0150, type 1. (b) Slag Cement. A.S.T.M. 0358; may be substituted for gray Portland cement. (c) Lime. A.S.T.M. C207, type S. (d) Mortar Mix. Lehititi Magnolia K) or Florida Masonry. (e) Sand. A.S.T.M. 01 44; natural sand, 0) Water. Same as specified for concrete. 3.06. MjEllE.11211. 1 part gray Portland cement to 1 part type "S" lime or sse patty to 6 parts sand by volume; or, 1 part masonry cement to 3 parts sand by volume may be used, This mortar to have a minimum compressive strength of 750 pounds per square inch at 28 days. 3.07. littxing $ortar. Use a mechanical mixer unless ot<hor» wise directed. Mix for a miaumum period of 3 minutes, u* `he least amount of water consistent with satisfactory workability. . Do not retemper, Do not use mortar that has been mixed more than 1 hour. 3 -08, Precautions. Do not lay masonry in freezing weather unless suita'r 'e deans are provided to heat materials. Protect work from cold and frost and insure that mortar will harden without freezing. No anti- freeze ingredient shall be used. Proteot teeing material against staining, and keep top of walla covered with non - staining waterproof coverings when work is not in progress. When work is resumed, clean loose mortar from top surfaces; in drying Neither, thoroughly wet. 3-09. Sample Panel. Lay up a sample panel for Architect's ""` approval, size 4 feet by 4 feet, using the face brick. The sample panel shall be representative of the finished wall ap- pearance. The Architect will inspect the mortar Joints, the 3-2 coursing, and the distrubution of the brick and color of mortar. 3 -10. Laying Brick. (a) Lay brick plumb, level, true to line and in full beds of mortar with all joints in the brick work and joints between brick and other materials filled solid with mortar as each course is laid. Bond each course with masonry bond at cor- ners and intersections. (b) Wells made up of two or more wythes shall have the separate wythes bonded together with wall anchors as herein- after specified. (c) Bond to vertical concrete as hereinafter specified, (d) Unless otherwise indicated, extend masonry walls upward to the underside of slabs and beams, wedge tight and seal with a mortar joint. Fill the space between joints where masonry walls and partitions run perpendicular to the run of the joists. (e) Exposed Joints. Compress the mortar and tool concave with a joint tool. (f) Lightly spray all brick before laying. (g) Lay up all brink in running bond with vertical joints breaking half way over the units above and below. (h) Make all joints uniform and laid up so that five courses equal 16 inches. vertical joints perfectly aligned and not exceeding 1/2 inch width. Horizontal joints level. 3 -11, Laving Concrete Block (a) Lay mortar on face shells only, (b) Lay concrete block units dry, or lightly spray just prior to laying, (c) Make vertical joints break at mid -point of the units above and below, (d) Bond each course at corners and intersections; bond brick work with ties or anchors specified hereinafter. (e) Unless otherwise indicated, extend masonry walls upward to the underside of slabs, joists and beams; wedge bight and seal with a mortar Joint. 3-12, Anchors for Mss o nr . (a) Azi�hQra olid Wales. Bond the two wythes together with corrugate_ a van ze masonry anchors, size 16 gauge by 7/8 inch t d*• T1 Etkea long; apace ties same as 3 -3 s pecified above for cavity walls. (b) Dovetail Anchors and Slots. Slots shall be 26 gage, galvanized steel, cardboard filled; anchors shall be 3/16 inch by 1 -1/4 inches by 5 inches, galvanized steel. Install anchors not over 16 inches apart vertically where walls or par - titions abut vertical concrete surfaces, and not over 16 inches apart vertically and 2L inches apart horizontally where masonry facing is installed over vertical concrete surfaces such as spandrel beams, etc. (c) Anchors for Abutting' Partitions. Use interlooking masonry bond where prac ca ; o erw se •. flat expanded galvanized plasterer's lath, 3 inches wide by 16 inches long; space 16" o.c. vertically. 3 -13. Weep Holes in Cavity Walls. Provide above all shelf angles, lintels, Laminated or through wall flashing and elsewhere as indicated. Space 32" on centers. Form by placing a double strand of sash cord in the respective vertical joint and removing the cord after the mortar has set. 3 -14. Grout Same mixture as specified for mortar. Fill bottoms of aTrc vities at base of the budding as shown. Grout all metal door frames solid where they occur in masonry. Grout all cells and cores where ties and anchors occur. 3 -15. Lath for spanning cavities shall be 3.4 lb, plaster's Lath, galvanized. 3 -16. Pointing,. Inspect all masonry carefully and point -up to fill nail .. es, crevices, and other incompletely filled joints. 3 -17. Cleanin4. Clean all exposed masonry and facing work with "Sure- Y1ean" as manufaot 6 ed by the Process Solvent Company, 1040 Chelsea Trafficway, Kansas City, Kansas, or an approved equal. Accomplish all work in strict accordance with the manu- facturer's printed directions, taking precautions not to damage the brick and other materials. Ir 3 -4 S> ON - ;Q, +� C TER-110 &Cio-'M C 1 4.41. General,. All terrazzo shall be of the type known as monolithic terrazzo. It stall coasist of a mixture of Portland cement, marble chips and water, constructed and installed in a manner to result is a svrfaos bonded to or integral with the cosrete base slab. Terrazzo work shall be done by approved qualified terrazzo contractor and a fiber of "National Terrazzo and Mosaie Association". 1.02, n iithio terrazzo shall be designed, mixed, installed and finished n acaco rc anal w tt the appropriate specifications of the National Terrazs® and Mosaic Association, Inc., except as otherwise modified herein. {a) The terrazzo topping shall be installed to a finished thickness of 5/8". (b) Divider strips shall be Rijtex or equal over all expansion or construction joints or at stop of pours. Provide one strip at each doorway. (a) The topping shall utilize marble chips of the proper colors to produce the color combination conforming to the soheduled National Terrazzo and Mosaic Association color plate. e Refer to the section titled "Colors, Patterns and Finishes", for color plate selection. White cement will be used. 4 -03, PMa1 treatment. All terrazzo floors and curbs shall be treated with a cleaner and sealer as manufactured by Vestal or Hillyard and of a type recommended by the National Terrazzo and Mosaic Association. Upon completion of the building and just prior to turning over to the Owner, the above treatment shall be repeated and the coat of sealer shall be machine buffed. 4 -04. Protection. The finish of other trades shall be properly protest 21 damage and soiling during the process of grinding and cleaning the terrazzo. The general contractor shall protect floor after rough grinding and grouting by covering with 2* of clean sand. 4 -05'. Protection of Terrazzo. After the finish grinding has been oo pletad, ail terrazzo surfaces shall be effectively protected by covering, or otherwise until the completion of the work of other trades 4 -06. ooe tame. Upon completion of the work, all ter - razzo shall a per eon in every respect before acceptance. The surface shall, show no anoleaned or untreated spots and shall show even distrltbation of the marble aggregate. . 4 -1 4 -0 L (a) 0 :ogle Spec itioati,ons . The following spec if i- cations and handbook this work exo ept as modified or added to herein. 1. American Standards Association. A108.3 -1958 Quarry Tile and Pavers Installed in Portland Cement Mortars. (b) GFr de of ile Standard grade in accordance with VG S. Departten o osmeroe Simplified Practice Recommendation R61 -44 . Sign and submit a Master Grade Certificate covering all tiles before performing the work ifs` this section. (c) Samples. Submit for approval. Panel size 12" x 12" for each type specified,. (d) De iver . Deliver all tiles to the job in the manufacturer's or g na , unbroken, grade marked paciOages . (e) C or in at on with Othe Trade , Coordinate this work with other a es nvo ve or na a li ion of Built -in materials, support frames, grounds and fixtures. elok (f) ; qrr Tile. Size 6 by 6 by 1/2 inch; except 3/4" for bullnose *1.11; s a and surface finish. (Furnish in oolore as scheduled) . Approved manufaoturers are Carlyle Tile Company, Summitville Tile Company, Murray Tile Company. (g) Conditi „g oes. Before starting any work, ne carefully exami a our saes at""are to receive ceramic tile. Have remedial work performed where necessary to insure that the surfaces are satisfactory in all respects to receive and retain the ceramic tile and to result in properly leveled, plumb and aligned tile surfaoes. (b) AlkirlgjETLAtaiggA221. Conform to the governing specifications a a. oo ere n e ore referenced. Use a mixture of Portland cement and sand with lime putty added to assure a smooth working, waterproof mix. Where tile is installed by conventional method over a scratch coat on metal studs, pro - portion the setting mixture approximately 1 part Portland Cement, 1/2 part lime and 4 to 5 parts sand. Do not use fire clay mortar. (i) In tallatton of Tile. Follow the referenced specifications and handbook. Set tile plumb, level and to the slopes indicated or either as required. Cut to fit neatly at other materials and projections. Slope to drains. Set wall tile in stack pattern unless otherwise indicated, with all exposed edges glazed. Make joints in quarry tile 1/4” wide; all other 4 -2 1/16" wide, Make all joints uniform with vert#le and hori- zontala perfectly aligned ( ()routing. Floor tile - use a mix of equal parts gray and at less white cement. (lc) M rble 'hresholda. Provide 2" x 1" marble thresholds at all doorways where t e .00rs are installed. Color shall be as approved. (1) Cleanin and Protection Adequately protect all work from damage tin the a ng or area is completed and turned over to the Owner. Clean all surfaces in accordance with the manufacturer's printed directions. Replace all units and surfaces that are damaged, improperly installed or that cannot be properly cleaned. 4-3 NE ON - S _ " $ TUR., S _EEL AND OPEN WEB STD+ L JOISTS 5 -01. eneral. Furnish, fabricate, deliver and erect all structural s ee s own on the drawings which are included under Section 2 of the "Code of Standard Practice" of A.I.S.C. Also include all connectors, accessories and miscellaneous shapes required to complete and finish the job. 5 -02. Appplicable odeL. The following codes and publica- tions, of the latest edition, govern the work unless indicated or specified otherwise. (a) ode of' ALdardd Pract19e fo .tee1 Bail-tat-1A a publ oa n . o o . (b) Erecti•n of Struot al :teel for Buildi :8; a publication of A. .' . . (c) Standard Code for Arc and gists Welding in Building Construction; a publication of American Welding Society. (d) Specification for the Assembly f Structural R Pints VjTs ng High Strength Steel Bolts; a publication of the esearch Council on Riveted and Bolted Structural Joints of the Engineering Foundation. (e) Ss as +re +aration s•ec ficatiora of Steel Structures Paint ng ounc , as re erence+ .y the specification number preceded by the initials SSPC. 5 -03. Sho aw_ings. Furnish for approval. Fabrication of parts before approval of shop drawings will be at the Contractor's risk. 5 -04. Substitutions. Make requests for substitutions of sections and modifications to details by obvious notations on shop drawings. Do not proceed with the substitution until speci- fic approval has been granted by Architect. 5 -05. Mill Reports. Furnish three dopies, specifying the chemical and physical properties of steel to be used on this pro - ject. 5 -06. Mar in . Shop mark each piece of steel, plainly in o a proteoted I caaton, in a000rdanoe with reference numbers on the shop drawings. 5 -07. Certification of Welders. Welding performed as work of this section shall be limited to welding operators whose competency has been tested according to standards of American Welding Society and certified by an independent testing laboratory 5 -1 within 12 months of the date of welding performed on this project. 5 -08. Galvanizl n . Conform to ASTM Standards Al23 and /or A153 as applTea .e wherever surfaces are indicated or specified to be galvanized. Galvanize after fabrication unless otherwise directed. Where galvanized surfaces are burned by welding, or otherwise damaged, replace the coating by metalizing with zinc and flame. 5 -09. Materials. Conform to the following. Latest revisions are required. (a) Structural Steel. ASTM A7. (b) Rivet Steel. ASTM A141. (c) h Tens il e I3ol t Steel . ASTM A325. (d) Machine Belts. ASTM A307. 5 -10. Fabrication. (a) One sided •r other eccentric conne.tions not permitted unless spec ca y s own. o com'• nat on o rivets or bolts permitted in the same face of any connection. (b) Punching. Make holes 1/16 inch larger in diameter than the bolts or rivets to be inserted. Punch steel as indi- cated or required for attachment of materials of other trades. (c) Shelf An les. Where indicated to be installed by use of ad justab ems{, nser s, provide horizontal slots in the shelf angles at the spacings shown for inserts. Refer to the Section "Miscellaneous Metal Work" for adjustable inserts. Miter cor- ners for welding. Galvanize all shelf angles and the embedded strap anchors. (d) Lachine Bolts. Install so that threads are not in bearing. (e) 'teal intels Over Mason , 0•enin:s. Fabricate loose lintels in eng •: o prow .e m n mum o : inches bearing on each end. When bolted to concrete, extend the lintels 4 inches beyond the masonry opening on each side. When composed of two or more sections, bolt or tack weld the sections together, using pipe separators when required. Space bolts and welds not over 12 inches apart unless specifically shown otherwise. (f) Shop Connections. Use machine bolts only where specifically shown. Rivet or weld all other connections as indicated. OPTION: High tensile bolts may be substituted for rivets. Either of these connectors will be assigned the same value as a rivet. 5 -2 5 -11. Erection. (a) Bears. Girders and Purl ins Set each member level or to the exact slope shown and at the exact elevation. Use steel wedges for leveling on masonry and concrete; remove the wedges after grouting and grout the resulting holes. Anchor to steel supports as shown. (b) Columns. Erect columns plumb and square. Set column base plates on steel wedges; remove and grout as above specified. (c) lemporar Bra cin . Furnish as necessary until permanent bracing is Inata e (d) Field Connections. Same requirements as for shop connections, (e) hShet An lea. Permanently fasten shelf angles after the last course o masonry iediatoly below has been placed. If the shelf angle is galvanized, metalize the burned portion (when welding is used) with zinc. Weld the angles at corners. Allow 1/4 inch in 20 feet for expansion. (f) Grout for Setting Base Plates. One part Portland cement to two parts o ean, sharp sand. 5 -12, Ins ction, An independent testing laboratory will be employed y e wrier to insure that all fasteners and welds are installed in accordance with the specifications. Contractor shall masse an allowance of t200.00 and disburse payments to the testing laboratory in the amount of their charges. Payments shall moms from this allowance at the direction of the Architect. 5 - 13. $hop, Cleanin, and ainti Pns, (a) Surfaces to be _Entlrel o r, PartiallyEncased in Concrete. Shop clean in accordance witFi SS C pee ca on 3 and ship to the job site bare. (b) 11 other Surfaces. Clean in accordance with SSPC specification No. 2 and No. 3. Prime with Pittsburgh's tomm*Vxo t. L 6, or Tnemec 99 Red. Work the paint well into all angels and crevices; apply uniformly and free from holidays and bare spots. 5-14. Job Site Treatment (After Erection) . (a) Surfaces Entirely or Partiall Enccased in Gonoretc. Wire brush clean pr or to concre e e p1acemenL. (b) Field Touch -uD. Touch up all prime coated sur- er faces with same material - as :,he prime coat. Field paint all unprimed bolts, rivets and accessories. Clean all welds and 5 -3 adjacent sdrfaces and apply one coat of primer except as specified ew otherwise for galvanized surfaces. 5 -15. Lang, Span teel � taists. All steal joists indicated on the drawings shall'�e open web truss type; design, fabrication and erection shall be in accordance with the latest edition of the "Standard Specifications and Lead Tables" of the "Steel Joist Institute". Fabrication shall be by a shop that is under the inspection regulations of the Institute. (a) lltoctensionileces, Where finished ceilings occur at the bottom of jo'.sts, provide suitable ceiling extension on joist ends; also, at columns as indiadated on the drawings. (b) Anchorage. Each joist shall be anchored at its support by welding; (o) Shop Drawin s. Submit shop drawings and erection diagram for approvve . agrams shall show size, spading, bridg- ing, and all other pertinent details of erection affecting this installation. 5 -16. Miscellaneous. Ali angles, bolts, inserts, sleeves, etc, shall be"" wan. ze . r 5 -4 OAR ENT MI Rfi I. SC ELLANEOUS 6 -01. General. Furnish and install complete, all rough and finished carpentry, millwork and miscellaneous related work as shown on the drawings and specified herein. Care shall be exercised to prevent damage to surfaces with factory or natural finishes. Where "Textolite" is called for there shall be no substitute allowed 6 -02. Grading. Where specified grades of yellow pine are called for herein it shall be Southern Pine raded in accordance with the grading rules of the Southern Pine inspection Bureau. It shall have been kiln or air dried to the moisture content recommended by the SPIB for the particular grade indicated, un- less otherwise specified. All moulding, trim and other millwork items shall be kiln dried. 6 -03. gaming l mtber shall be Vo 2 dimension or No. 2 common Southern Teflon Pine, unless otherwise indicated or speci- fied. 6 -0 . Pre st peat d ber. All lumber, except clear heart c ess ax urn er spec a to be toxic - treated, which bears on or against concrete masonry and surfaces other than ,, wood, and all lumber indicated on the drawings as pressure treated or as indicated as *P shill be pressure treated. The treat- ment shall be in an airtight, closed retort and shall be in accordance with American Wood Preservers .Association Specification Nos. C1.55 and C2-550 The preservative used shall be Celottre or Wolman salts or an approved Pentaohlorophenol. Minimum net retention of dry salts shall be .50 pound for Celcure, .35 pound for Wolman salts and .30 pound for Pentachlorophenol. After receiving the salt treatment, the moisture content of lumber shall be reduced to not over 19 per cent. Pentachlorophenol shall not be used where surfaces are to be painted. Lumber sawed or out after treatment shall have the cut surfaces well brush- coated with the same type preservative that was used at the plant. Each piece of lumber having a face width of 2 -5/8" or more shall be plainly stamped or branded to show the folloting information: Type of salts used. Type of treatment (pressure). Designation and location of treatment plant. 6 -05. Prtie tn& and Baopainting. See painting section for priming. All wood frames, except pressure treated surfaces and plaster grounds, that are to be set against any surface other than wood shall be backpeinted as specified in Painting Section. 6 -06. Plaster 8rounde shall be provided back of all fixtures ew or where required for this and other trades. Provide plaster grounds where indicated for plaster work except where metal stops 6 -1 are shown. Ground s shall finish true to the plaster line and shall be tented with a straight edge and plumb bob before plaster- ing. 6.07. 1 �i ° � dFaaelinao Wherever plywood paneling is shown as a finishe wa ma er a , it shall be II. 8. Plywood Corpora- tion "Charter Grade Weldwood", no grooves, 1/4" thick. Submit sample. Corners shall be mitered and inconspicuous at exterior joints and tightly butted for interior joints. 6 -o8. woo T'rt*. Where wood trim is used in conjunction with prefinished plywood paneling specified hereinbetore, it shall be of P.A.S. Basswood or Select White Poplar. Profile shall be as shown and detailed. Trim shall include all interior millwork such as door frames, tries, **maces, beams and NT-joint boards in coinage Cocktain Lounge. 6 -09. woad Doers. All wood doors shall be solid cart type with select hardwood facings, conforming to CoemsrUal Standard 80. CS171 -50 and the following supplementation (a) Doors so indicated shall be prepared for glass lites sad louvers. (b) Doors installed in wails paneled with walnut fines or in glazed partitions shall match the paneling or trim in - Dolor and grain pattern. All other doors shall be paint grade gum or birch. (o) Doors with walnut face veneers shall be equal to "Wsldwood ?refinished Doors" as manufaotured by U. S. Plywood Corporation. (d) Louvers in Walnut veneered doers shall be match - ing hardwood. Louvers in paint grads doors having no Walnut facing shall be metal. (s) Laminated plastic doors shall be solid core doors and shall be covered with Consoweld plastic. They shall match pret finished plywood paneling where applicable. 6.10. Cabinet Work and )(iliwork. (a) (papal. All cabinets, fixtures, eta. shall be mill made in aocordanoe with the applioable details. (b) od for cabinets, shelves, fixtures, frames, valances and re a sd millwork shall be without defects in any exposed face. Slight sound defects that do not afteet appearance, strength or durability may be permitted in oabinet backs, under- sides of shelves or other concealed places. Pace material shall be closely matched. ew C 6 -2 6 -11. Exterior Millwork. (a) enema'. All Exterior millwork shall be size and type as shown on t a rawings and shall match existing. (b) Exterior millwork shall be C -Grade Pine, toxic treated. (o) Wood Framing. All miscellaneous wood framing shall be No. 2 Southern Yellow Pine. (d) Al]. exterior wood shall be nailed with double dipped galvanized finish nails, 6 -12. Wood Windows. Furnish and install windows as scheduled or shown on c-ra - w ngs a d perform all glazing required by drawings and /or specifications. All windows shall have aluminum screens and shall be Woodoo E -Zee Loc Wood Awning Windows, double- weather- stripped at sides, top and at sash meeting rails as per details of Woodoo Corp., Jacksonville, Florida. 6 -13. Iaminated Toilet Compartments. (a) General. All plastic laminated compartments for toilets shall be floor braced type as shown on drawings. ,, (b) All plastic laminated compartments shall have all external surfaces covered with plastic laminate bonded to a core of Exterior AB grade plywood, or approved equal, using a thereto setting plastic resin adhesive under continuous heat of approxi- mately 200 degrees and pressure of more than 3,000 pounds. Partitions, doors, and pilasters shall be laminated to correct dimensions, and be impervious to acids, moisture and alkalis in usual toilet room conditions. Partitions shall be 7/8" thick, doors 1" and pilasters 1 -1/4" and with pilasters having full galvanized anchoring and leveling device, (c) The standard hardware shall consist of Pricemetal concealed gravity hinges with nylon cams. Hinges recessed in edge of the doors. Prioemetal K -10 combination latch and rubber bumper, K -40 keeper, L-10 combination coat hook and rubber bumper. All applied hardware and exposed fittings shall be rustproof alloy, high polished chrome plated, applied fastenings through - out. partition to pilaster connection shall be three point sus - pension, by tension hooks recessed within partition. Partition wall brackets shall be heavy extruded aluminum, heat treated, buffed bright, and anodized finish. Base shoes shall be high polished stainless steel 3" high. Colors and patterns to be selected by Architect. 6 -14. `oldie Doors shall be similar and equal to Modernfold. See door schedule for size and type. Doors shall be covered with Nuca -Tex 45, 7 oz., flame resistant fabric. Doors shall include all hardware, sweep strips, perimeter, sill, door pulls and locks. Doors shall be installed in strict acoordanoe with manufacturer's reoommendation 6 -3 4310TION 7 - POURED =TX tXt 1 QtaP DEC 7 - 01, cy $ o ncrete. Conform to Class A, A.S.T.M. Specification 0317 - 55, 7 - 02, Sub Pqrl4ns. Manufactured by West Virginia Steel and Manufacturing Company or Buffalo Steel Corporation. Factory prime ooat oil base paint. End joints bear on roof supports. Refer to drawings for sizes, 7 -03. !oft Board. 1/2 inch think U. S. Gypsum Company "Sheetrock" or National ional Gypsum Company "Gold Bond Gypsum Form Board". 32 inches wide, length to fit support spacing or multiples of joist spaoing. Where support spacing exceeds 10 feet, the cross joints shall be supported on approved galvanized tees. 7 -0L, e of n . Electrically welded galvanized wire mesh': No, 12 gage longs nail wires l}" on centers and No. 14 gauge transverse wares 8" on center. Cross sectional area .026 sq. in. per foot width of slab. 7-05. Gypsum concrete shall be tested for compliance with the compressive strength requirements of the above referenced A.S.T.M. C317 - 55 specification by an approved independent labora- "" tory. At least one sample shall be taken from each 10,000 square feet of slab that is poured. Locations of samples shall be noted for future reference. 7-06. grector Approved by manufacturer of gypsum product. 7 reati� with es or r 5}�b, Pur1tne. Use sub- purlins at all locations why re apac ing o "oof euppar�e exo eeda 32 inches. (a) ub- Purlins. Place steel sub- purlins across the roof supports at not more than 32 -5/8" on centers. Weld each sub- purlin to the supports at each intersection making a 3/1" long fillet weld placed on alternate sides of sub - purlins where ac- cessible. (b) ermanent Forms. Plane form boards on flanges of cub- purlins with end joints occurring on supports or on galvanized tees. Fit form snugly on all four edges, at walls, curbs, open- ings , *to. (o) a nfor . Place reinforcing mesh over the sub purlins and forms w t he 12 gauge wires at right angles to the sub- purlins. Lap ands of mesh not less than 6 inches. Butt sides of mesh without lapping. Cut to fit at all walls, curbs, and openings as required. Carry reinforcing into all areas where Gypsum concrete is indicated, 7 -1 7 -08. . reot without IIse of Sub- Furlins (a) er anent } Forms Plane form boards over the roof supports with the distension perpendicular to the supports. Support longitudinal joints on approved galvanized tees. End joints shall occur over supports. Cut forms to fit neatly at walls, o orbs, openings, etc . (b) itsisforcl Place reinforcing mesh over the form boards with the 12 gauge wires at right angles to the roof sup - ports. Lap ends of mesh not less than 6 inches, Butt sides of mesh without lapping. Cut to Sit at all walls, curbs and open- ings as required. Carry reioearo ing into all areas where gypsum concrete is to be poured. Lift the mesh during pouring opera- tions (or provide supports) to position the reinforoement approxi- mately in the center of the slab. (o) Anchorage. Anchor reinforcing mesh to supports by one of the following methods: 1, Tie the reinforcing with two strands of 1 o. l4 gauge galvanized steel wire around the top chord of the roof supports. Space ties not over 32 inches apart along each support. 2. Weld 114 inch steel rods at not more than 32 inches on center along each support. After installation, bend • the rods over to clinch the reinforcing, pstatxatxchW xRa l airtautiMiY llum taipsualtaaakafaatAatita (d) 14.3rp aum Concrete. Mix gypsum concrete close to the point of deposit In a suitable mixer. Use only clean water in the pvoportions printed on the containers. Pour gypsum concrete over the forms to an average thickness of not less than 2 inches except where slope is required. Screed to an even surface to receive the waterproof roof covering specified elsewhere. Form curbs, cants, drainage elopes, etc., as indicated, 7 -2 §KZZUzj9SEW.f:WgjCRPROarltip $ - 01 0 Bitilt'U Rooft g. (a) e a . Where new roofing Joins existing roof- ing, the work al i] done in a manner to result in a water tight Joint. (b) • 1, =I. Built -up asphalt and gravel. Install on all roof surfaces. Use steep asphalt on sloped surfaces; dead level on flat surfaces, 2. Sind . 28 -year for roofing; flashing endorse - ment for same perio4. — Make bond in favor of the Owner. 30 eoitigat ons. Follow the manufacturer's published speoifioa ons as appropriate for the receiving sur- face and the epeo if led bond. Follow the details on the drawings. Install flashing and roofing for a water -tight condition. 4. roved Manufaotu' ere. Philip Cary, Ruberoid, Johns- Manville, Lloy A. rye or as approved by the Architect. (c) Cant tri s 0 Fiber, similar and equal to those manufactured by Celotex Corporation. Chemically treated to re- sist rot and termite attack. Installation by mopping. (d) P,lastio, Cemaggt 0 A blend of Gilsonite and petroleum asphalts, asbestos fiber reinforoed, and furnished in trowel consistenlog. Shall be Philip Carey "Flashing Cement ", Johns Manville "Asbestile" or approved equal. (e) i er Surfaced R !in 90# roll roofing with white or 1 g gray m Her sur ac ng Use as the oap sheet for membrane base flashing. (f) b rans ,e F1peehin , Similar and equal to Johns- Manville s sele ��tt as ng, bonded for the same period as the roof. install mineral surfaced roll roofing over the final ply. Terminate base flashing under cap flashing and in flashing block as indicated. Secure the flashing in a000rd'hnoe with the d ireo tions of the manufacturer. (g) ra ns ,J am roofing. Shall be installed under all new areas exo porohas s and carport. Membrane Dampproofing shall consist of two plies of coal mar pitch. The felts shall be laid over compacted fill. The frt shall be lapped 19" per 36" wide roll. The mopping of opal tar pitch r between the plies shill be at the rate of 40 lbs. of pitch per square, The mopping shall be uniform so that felt does not touoh 8 -1 felt at any point. This membrane shall be protected from damage. (h) Shoe • Metal Work. Materials shall consist of flashing, gutters, ownepou s, metal drip, valley flashing and gravel stops, and shall be 16 oz. copper. (i) Rog reins. Furnish 4 ib. sheet lead. Extend the load at leas " beyond the circumference or perimeter of the flashing ring. Install in accordance with the manufacturer's printed directions and flash to the roofing. (1) Gravel shall be wash river bottom graded from 1/4" to 3/24 size. 8 -02. Concrete Shingles. (a) a eral. All roof shingles shall be similar and equal to those man actured by R. and R. Industf Inc., P. 0. Box 511, Daytona Beach, Florida. Roof shingles and mortar shall be colored as selected by the Architect. (b) Application of Roofing. 1. Cover roof sheathing surface with 301b. asphalt roofing felt with horizontal lap of not less than 4" and vertical lap of not less than 6 ". Seoure this felt covering with gal - '"" vanized roofers nails nailed into tin - coated discs. Nails shall be spaced 6" o.e . on All laps and 12" o.c . throughout center of sheet. 2. 90 lb. elate roll roofing shall next be applied over the 30 1b. felt by rolling it onto a continuous bed of hot asphalt bitumen. The hot asphalt shall be venly applied at the rate of not lees than 25 lbs . per square. Xsphalt shall completely cover the 30 lb. felt so that the roll roofing never directly contacts the 30 lb, felt. Finished sub -roof shall have no exposed nail heads. 3. Install metal drip edge on eaves. Install metal fleshings in all valleys, ohtmneys and wail intersections for absolute and permanent watertightness before application of roof tile, (o) Application of Tile. 1. All tile shall be set in a full pad of mortar, properly placed to insure maximum bonding between tile and roof. The mortar beds shall be of sufficient size to provide adequate bonding surfaces. 2. All ridge and hip tile shall be set in mortar. All exposed mortar shall be pointed -up to a smooth finished e surface. 8 -2 3. Mortar shall be composed of one part Portland Cement to 3 parts of masonry cement and 10 parts of sand. Parts specified are by volume. 8 -03. I istint cis tile ahi* les shalt be removed on areas where new roo ng s app led. Tie existing surfaces shall be made suitable to receive the new shingles. All existing clay shingles,sat the option of the Owner, shall become his property or if directed by the Owner, the Contractor shall remove such shingles from the site. 8 -3 4X7104 9- aLsa. GLAZZLifaMEZUMItETAL 9-Ol. a er . All glass unless otherwise specified shall be similar an equal to that manufac teed by Pittsburgh Plate Glass Company, Byte Ridge Glass Corporation, or Mississippi Glass Company. Leave labels on glass until final clean -up. 9 -02. (Alas, tYoes and l ocations shall be as follows: Location 3/16" clear, "B" quality All doors except store front. All transoms. DSB, clear All windows not other- wise specified. 1/14" polished plate Fixed windows. Office counter. 9 -03. Ilmy and Glazing Compogpd. Especially designed for metal sash gazing. Pittsburgh pro.uct or approved equal. 9 -014. Bett;n4. "'' (a) as shall be performed by experienced glaziers and w03pha11 be the best. Glass shall be set without springing or fording. Before commencing glazing, remove from glazing surfaces any material to which glazing compound will not adhere. Any work that is disturbed before putty has set shall be touched up before completion. (b) Wood §a h Doors. Glass bedded in putty and held in place by steps of the same material as the door, (c) fetal *ash gand jrrames. Glass beddeedputy and al held in place with me laz n beads furnished by the t fac turer of the sash and frames. 9 -05. r Polished piste glass, mirror glazing quality, size shown, edges slightly beveled. Mount with silver rosettes in acoordanoe with the manufacturer's recommendations. Mirrors shall be equal to Pittsburgh. 9-06. a,,.:!.. ___ d p lao in Upon final completion of the work, all glass, ns a - an ouut, shall be cleaned to the satis- faction of the Architect. All cracked, broken or imperfect glass, and glass that cannot be cleaned properly shall be removed and new glass installed. Remove all labels. 9-1 9-07. ptp►re /root Metal. (s) aw . Submit complete shop drawings for approval showing s .. i k cation and erection details, locations, qualities, hardware, and any other pertinent information required to determine compliance with the specifications. Shop drawings shall show aecurate locations for the roughing -in of floor closer boxes and approved detailed dimensioned drawings shall be forwarded to the General Contractor for accurate layout of the floor closer installa on. (b) Entrance. The building entrance shall be fabri- cated from standard Pittsburgh store front and doorway sections, Tubelite series 400 as detailed, as manufactured by Pittsburgh Plats Glass Company. 1. r o a d ide ;,i:ia . The Contractor shall furnish and install ours an ok rr�g ixed side lights as manufactured by the Pittsburgh Plate Glass Company. Doors shall be of the size shown o shown n the drawings. Integral hardware shall be of aluminum finished specified hereinafter. Fixed side lights shall be of the size shown and furnished with hardware to match the doors. Bach door shall be equipped with the following hardwares A. 1 pair of push plates conforming to de- sign, size and typo detailed. Furnish matching push plates for fixed side lights. B. Floor closers: designed for the weight doors specified. Co Threshold and closer cover plate, as detailed. A. Dead look minus cylinder. The installation of the doors and side lights shall be in accor- dance with the manufacturer's written directions and subject to the approval of the Architect. 2. rasses. The Contractor shall furnish and install frames as mans ac urTec by Pittsburgh Plate Maas Company, indicated on the drawings, or an approved equal. Frames shall be style number shown on the drawings made of suitable aluminum alloy. (c) glass . The glass for all store front sash open- ings shall be clear polished plate 1/4" thick plate as indicated. (d) gleaning, All work of this section shall be thoroughly protected until the clean -up and final inspection of the work. When directed by the Architect, remove all protected coatings and devices on the exposed parts and thoroughly clean with a mild soap and water. All glass shall be °leaned and then polished 9-2 with soft absorbent cloth to prevent scratching. (Scratched !^ glass will not be acceptable). After the glass and store front type doors have been cleaned, they shell be barricaded and locked and all traffic to and from the building shall be through other entrances. The Contractor shall be responsible for the eondition of all parts installed under this contract until final acceptance by the Owner. A 9 -3 T is 10 - DRprADL 10 -01. general Conditions. In cold weather the building shall be heatei darIng the application of the gypsum wallboard to maintain a uniform temperature in the range of 45° F. to 70 F., and ventilation shall be provided to eliminate excessive moisture. 10 -02, raterials. (a) (1 psmm Wal b rd shall be Sheetrook Wallboard manufactuurei by he United States Gypsum Company or approved equal in the following types and sizes as required: 1. 1/2" Tapered Edge (Plain) Sheetrook 48" wide end in lengths as long as practical to minimize the number of joints. (b) T°asteneers. Nails shall conform with "Recommended Performance Standards for Nails for Gypsum Wallboard", adppted by the Gypsum Association and the Gypsum Drywall Contraotoes Inter- national. (0) or exr peed shall be USG Dur -a -bead. 10 -03. Erect,pn. (a) All ends and edges of all Wallboard shall occur over nailing members, except when joints are at right angles to framing members as in horizontal application or when the end joints are to be back-blocked. (b) Sbeetrook shall be applied first to the veiling and then to the walls. To minimize end joints, use wallboard of maximum practioal lengths. Boards shall be brought into contact, but shall not be forced into place. Where ends or edges abut, they shall be neatly fitted. (c) End joints shall be staggered. Joints on oppo- site sides of a partition shall be so arranged as to occur on different studs. (d) Fasteners shall be spaced not less than 3/8" from edges and ends of wallboard Fasteners on all framing members shall be spaced and driven as recommended for spec ified;:fasten- inngg method. Nails shall not be staggered on adjoining edges or ends. Screws shall be staggered on adjoining edges or ends. (e) While the fasteners are being driven, the wallboard shall be half in firm contact with the underlying support. /, Attachment should proceed from oentral portion of the wallboard toward ends and edges. When nails are used for attaching gypsum wallboard, the nails shall be driven home with the heads slightly 10 -1 spread over the tape, approximately 3" on each side of the tape, "" and feathered out at the edge. After thoroughly dry, another coat of joint compound or topping compound shall be applied With 1 slight, uniform crown over the joint. This coat shall be smooth and the edges feathered approximately 3" beyond the preceding coat. L.. All inside corners shall be coated with at least one coat of Joint Compound or Topping Compound with the edges feathered out. ,. All nail heads of dimples shall receive three coats of Joint Compound or Topping Compound. This shall be applied as eaoh coat is applied to the joints, allowing 2I. hours drying time between coats. 6. Allow each application of compound to joints and nail heads to dry, then sand if necessary. Caution shall be used to avoid excessive roughing of the wallboard paper. All wallboard and treated areas shall be smooth and uniform and ready for decoration. 10 -3 osi ..1 1 .Pas t 11 -01. G snera . (a) Provide framing as required around lighting other flx tree 000urring in plastered areas ceilings. T nsta ti is recessed panels, etc. , oc a urr ing in plastered is masonry. 11-02. ab a ._ 04)- ___ . Oa i • .. ._d P bl . ati. i s . Metal Lath Manafae trsrers as • a on .: pe except if govern metal lathing, furring and suspension systems herein. 11 -03. Ket41 Lath. (a) b h. 344 1b, 3/8" expanded rib lath, of copper bearing see , and coated with a rust resistiigipaint. Use whore spacing of supports is greater than flat expended lathe. (b) i s. Vse metal lath at all locations where lath is required . se rib metal lath where plaster is to be applied over oon+orete surfao ss . tow (a) Application of Metal La. Lath Manufacturers' Association. with appropriate specifications of Metal Association. Secure rib lath to concrete surfaces by use of nails placed in the forms before concrete is poured. Clinch the nails over the lath, banding upward for vertical surfaces and iternat- ing dirsotions for horizontal surfaces. Install wire lath as recommended by the manufac turer . 11 - ��,� p � Wk. 3/8" thick; MitTorat.d for ceilings; plain or perforatod all other locations. Use gypsum th lath ahown over metal stasis and at ceilings except or 'pacified. (a Secure gypsum lath to wood furring and supports in accordance with a►anufaeturer's printed directiohs. (b) Secure gypsum lath to suspended oeilings by a system similar and equal to V. S. Gypsum Company's Brace-Tits lathing system. Install the complete system and follow the manufacturer's printed directions. Furnish smarter clips, field clips, bridgejotat clips and other aocsasories necessary. (c) Install gypsum lath on metal studs using U. S. Gypsum Company's Trus -Lek system, or an approved equal system as provided by National Gypsum Company or Neelo Manufacturing ew Corporation. 11 -1 11 -05. 71aste{ing 4cpessories (a) g u . ng ha nelo, 3/4" size, shall be cold rolled, weight .300 lbs. peer3oo an laving a dip coat of asphalt emulsion paint. (b) ruj �,z}�c Gb ot having rolled, weight .! lbe . per foot g a dip coat of asphalt emulsion paint. (0) a ar Wires. No. 8 or 80. 9 WW gage, as recom- mended by the Metal Lat Manufacturers a Association for the partieolar spaoing of the channels. Wire shall be galvanized. (d) i . Galvanized, soft No. 18 . gag for attaching me a a h and No. 16 6 a g (e) ner Beads. Galvanized expanded type, 26 gage metal, equal to m. . yp um Company no. 1L, extending the full height or length of the corner. Use on all square external corners. (f) jornerite. All interior corners of lath surfaces and interior corners where lath abuts masonry surfaces, shall be reinforced with Cornerite as manufactured by U. S. Gypsum Company or equal. Where metal lath is used in one or more of the inter- s ec t ing surfaces, it may be turned around the corner 4 in lieu of using Carnerite. (g) *trip Lath. Corners of all openings in plastered walls shall be reinforced by an application of U. S. Gypsum Company's Strip Lath or appvoved equal. (h) Master g o m. Provide square type as indioated, of 26 gage galvani ed metal; with expansion wings. 11'06. a ac hed Materials. Deliver in the original unbroken package, oont [ners or bandies labeled with manufacturer's name and brand designation. Keep all materials off the ground (except sand), away from sweating walls and other damp surfaces. Protect metal goods from rusting. 11 -07. r Unless otherwise shown, erect furring with metal lath an er on forting channels spaced not more than 16" o.c. Bracer and support as necessary for a rigid and secure installation. form to the shape required by the profile of the plaster. Conform to the reinforced Metal Lath Manufacturers Association Specifications. 11-08. t rred�,,i . Where foists are spaced 4 -0" on centers, insti 37IW" - ng channels and attach to the bottom chord of joists by saddle tie. Space channels 13 -1/2" o.c. for "'" use with flat lath and 16" 0.0. if rib lath is used. 11 -09. Suspended CeilinRS (a) eneral, The tree ends of hanger wires shall be twisted around e s aft of the wire at least three turns at both top and bottom. Concrete inserts, Hohmann & Barnard, Shure -bond or approved equal, shall be installed for support of hangers from concrete. (b) Ce 1 n s Sus en ded fr m on crete. Run 1 -1/2" chancels at 3 suspend With ngar wires spaced not over 0-0" 0.0. along the run of the channels. Install 3/4" cross furring channels to the beetoms of the main runners and attach with a saddle tie. Space 3,44" channels 13 -1/2" on centers if flat metal lath is to be `used and 16" o.c. if rib metal lath is to be used. (o) Ceilings $t� t spended from Joists Spaced -0" on Centers. Run 1 -1/2" furring channels perpendicular to the run of the joists, space 3'-G" on centers and suspend with hanger wires from each Joist at points of intersection of the lines of the joints and channels. Space 3/4" channels 13 -1/2" on center if flat metal lath is to be used and 16" o,o, it rib metal lejth is to be used. 11 -10. Plas er .Mae lass. (a) G g a i n _ 3 a ae Coat 'laetsr. Use neat gypsum cement by U. S. GypsusiCiiiiiiIhy or National Gypsum Company. Fibered for the first coat by metal lath, (b) Finish 'oat Plaet ru Smooth, white.coat, high l -" o strength gypsum p1.as •er equacsto a e. Vermiculite equal to Zonolite may be used in lieu of perlite proveded the application meets the City of Jacksonville code requirements for fireproofing as required for this building, (o) ouatical Plaster. Similar and equal to Sprayo- lite Superwhite n s , as mananotured by National Gypsum Com- pany, or Zonolite Acoustical Plastic, white finish. (d) Masonry Cement, Magnolia, Lehigh or Florida Masonry cement, (e) Lime. Hydrated lime conforming to A.S.T.M. 0206, Pulverized quiok`Itme shall pass a No, 20 sieve and at least 900 shall pass a 50 sieve. (f) and. A.S.T.M. C35 -54T, Natural sand. (g) Pe� lite, A.S.TN. C35. Use only for acoustical finish ceilings. e. (h) tam. Same as specified for concrete. (i) WaterprootinR. Equal to "Omicron". 11 -3 11 -11. yppsgm Plaster. Furnish gypsum plaster at all locations. Minimum thicknesses as follows: Over Metal Lath - 3,4" including the thickness of the expanded lath, but not including the thickness of the ribs. Over Masonry - 5/8" thick, Gypsum Lath at Walla - 1/2" not including lath. Gypsum Lath at Ceiling - 5/8" not including lath. (a) Pro ortions . 1. Scratch Coat on Lath - 2 parts sand to 1 part fibered gypsum neat plaster by weight; 2 cubic feet of perlite to . 100 pounds of neat gypsum plaster. 2. cratch coat on Masonry and Brown Coat on all Applications - 3 parts sand to 1 part gypsum neat plaster by weight; 3 cubic feet of perlite to 100 pounds of neat gypsum plaster. e a- 3, Smooth Finish Coat - 100 lbs. of Structo -gauge to 200 lbs. of dry lime (1}00 lbs. of line putty) . (b) Application. Run plaster screeds where necessary to provide a true surface for the finish coats. Follow manu- facturer's instructions except as modified herein. 1. Three Coat Method Apply with sufficient material and pressure to form good bond; cover well and scratch to a rough surface. Apply brown coat aster scratch coat has set firm and hard; bring out to grounds, straighten to a true surface with a rob and derby, and leave the surfaoe fairly rough to receive the finish coat. Use 3 coat application except where otherwise specified. 2. Two Coat Method - Two coat work may be used on masonry bases at Contractor's option. Apply the base (1st) coat as above specified, doable back to bring the surfaces out to grounds, straighten to a true surface with rod and darby and leave fairly rough to receive the finish (2nd) coat. (c) Finish Coats_ (1xoept Acoustical . Mix and apply in accordance w man i user's printeratieCtions. Apply over a partially dry, level, roughened base coat. Scratch in thoroughly and immediately double back to fill out to a true, even surface. Trowel during set to provide a smooth, dense surface, free of ""'" irregularities and blemishes. 11 -4 (d) Accoustioal Plaster Jew 1. All accoustical plaster shall consist of a scratch and brown coat of gypsum- perlite plaster over which shall be applied three coats of accoustical plaster finish. The gypsum perlite plaster shall be 1/2" thick exclusive of the lath. 2. The accoustical plaster shall be mixed in accordance with the manufacturer's printed directions and the first two coats shall be applied by hand (3/16" per coat); the final coat of accoustical plaster shall be applied by use of a mechanical spray gun, of approved type, to a total thickness of 1/8 inch. The finished appearance shall be level and of uniform surface, It shall be free of visible junction marks and lap streaks. Mixing and application shall be in accordance with the manufacturer's printed directions. 11-12. Built-In Items.. Provide adequate framing for air diffusers, rea sseaigbts, air grilles, access panels and other items required by the other trades when such items occur in ceilings or furred areas. Cooperate with the other trades in locating their equipment. 11 -13. CleaninK T7 . Clean the building and premises of all mortar and plaster rubbish. Remove plaster and plaster materials from surfaces not intended to be plastered. Leave the building broom clean. 11-5 SECTION 12 - ACOU aTSCALIL� E aTORK 12 -01. Acoustical Tile Units. Shall be Decortone Design No. D-12 12 -02. Metal Ito }1digp;. Provide a steel, white enamel fin - ished channel or angle type edge moulding at the perimeter of all areas where tile units are installed. The moulding shall be mad$ secure in plane and be supported at sufficient intervals to maintain alignment and position. At Contractor's option, a white plastic moulding may be used in lieu of the metal. 12 -03. General Requirements. (a) General. The installation of acoustical materials shall be done by experienced mechanics and shall include con- struction of the suspension system. Provide framed openings in exact locations for the installation of electrical, mechanical and other fixtures to be installed in these ceilings. Cooperate in every respect with electrical, mechanical and other trades for the installation of their equipment conforming to the reflected ceiling plans. Acoustical tile ceilings shall be level to within 1/8" in. 12 feet. (b) Openings for electrical and mechanical equipment shall be framed with 1-1/2" cold rolled, asphalt coated, steel furring channels The channels shall be supported from the overhead steel deck and steel joists as required. (c) Tian er w r e shall be Rio. 8 gauge, soft annealed, galvanized. Hange w res shall be supported from the steel roof construction as the case requires 4 When supporting from the steel, the wire shall be looped over the bottom chord and then be twisted around itself at leant three turns. (d) klkspetplion S:t(etmes s 1. The metal suspension system for supporting Decortone shall be installed in accordance with the manufacturer's reooeseendationa by a qualified Decortone acoustical contractor. The system shall be installed with 1 -1/2" cold rolled ohennels spaced l'•©" on centers and securely attached to the supporting construction in accordance with the beet standard practice. The face of the members shall be trued to an accurate plane, with 1 -1 /2" channels placed 9" or less from the walls or other terminat- ing right - angled planes paralleling the direction of the angles or channels, or otherwise specified. 2. Attach the Deoortone units with an approved metal suspension system. Use 7/8 ", 12" x 12" Deoortone with kerfed and rabbeted edges only. The metal suspension system shall be 12 -1 zinc coated or anodised, and of suitable design and adequate '" strength to properly support bkettilee without sagging, and to hold the unite to finished lines in the same place and /or level. Use splines or terns at all the oints, in accordance with the reoommendations of the Acoustical Manufacturers' Association. (s) atte as and Layouts. All acoustical unite shall be installed symme r oa y a ou a center lines of the areas in which installed. Borders on opposite sides of rooms or areas shall be equal. All exposed parts of the mechanical suspension system shall be in true and straight alignment and all surfaces veil be flush and level. gee drawings for patterns and layouts. 12 -04. a yla amen , 'Upon completion, all tile shall be inspected and c Bane , f necessary. Tiles that are damaged and tiles that cannot be properly cleaned shall be removed and be replaced. ew 12 -2 SLCTI41`t 1.3 - FINISH HARDWARE 13 -01. Sco.e. This section shall include the furnishing of all items of fidlihing hardware as hereinafter specified, or obviojsly necessary to complete the building, except those items which are specifically excluded from this section of the specifi- cations. 13 - 02. llama. Unless otherwise specified, hardware shall conform in every respect to the specifications as hereinafter set forth. Items of hardware not definitely specified, but required for the completion and proper operation of the work, shall be suitable in type, size, quality, finish and function for the service intended and shall be comparable to the type specified for similar openings. Doors in pairs shall have similar hardware unless otherwise specified and excepting lock or latch sets and flush deadbolts. (a) All modifications of hardware required by reason of construotion characteristics, shall be such as to provide the proper operational or functional features. Contractor shall be fully responsible for checking all details, such as wall trim clearance, bevels, rabbets, baoksets, proper type strike plates, length of spindles, hands of looks, etc. Hardware for applica- tion to metal shall be made to standard templates. Template Or information shall be furnished to door and frame fabricators and all other trades requiring same in order that they may cut, reinforce or otherwise prepare in the shop materials for the reception of hardware. 13 -03. Butt Hinges. Unless otherwise specified, all doors shall have three C3) butt hinges, of the type, weight and finish as specified, with flat button tips. Butt hinges of sufficient size, of the type specified, shall in all instances be furnished to permit all single doors, where possible, to swim, 180 13 -O4, Door Holders and Bumpers shall be of oast metal and the type as epee JZiid. oor umpeers or stops shall be furnished where an opened door or the hardware thereon strikes any part of the building construction or other hardware, Overhead holders shall be furnished with through bolts and grommets for top rails of doors. 13 -05, Kick Plates shall be high pressure laminated plastic, 1 /8" think, gray, heights as specified end width of door less two (2) inches. They shall be furnished oomplete with screws for application to either wood or metal, Furnish full threaded screws for application to hollow core doors. 11 - 06. Finissh of Hardware shall be Satin Chrome throughout a (US26D) except as may be otherwise specified, Butt Hinges shall be US26D on Exterior Doors and Aluminum finish on Interior Doors. 13 -1 13 -07. Installation. Install all finish hardware and adjust for perec operation. All hardware after installation shall be shown to function properly. Cover door knobs and other surfaces while the area is being finished. Remove paint from all exposed surfaces thoroughly before the building is turned over to the Owner. (a) Hinges shall be located 5" from the top of the door, 10" from the bottom of the door and the third hinge cen- tered between top and bottom hinge. Where locations of knobs are not indicated on the drawings, they shall be centered 38" above the floor. (b) Any hardware that becomes damaged in operation or finish shall be replaced. 13 -08. Delivery of Hardware. All items of finishing hard- ware shall be delivered to the iuilding site or as otherwise directed, a sufficient time in advance of its requirements for the proper inspection prior to installation. Each item of finishing hardware shall be properly wrapped in a separate package, complete with all trim, screws, etc., of the proper type and shall be definitely numbered and labeled for each opening as indicated on the Hardware Schedule and Door Schedule. 13 - 09. Schedule. Submit a complete typewritten schedule, in triplicate, to the Architect for checking, correction and approval. After correction, provide five copies of corrected schedule. No orders shall be placed for material or templates furnished until approval has been given by Architect. 13 -10. Sam les. 'Upon request of the Architect, submit samples plain y mar ed indicating pert of work for which pro - posed. Samples shall remain with the Architect until delivery is made of the hardware, when they will be compared and returned. Approval of samples in no way releases Contractor from the re- quirements of the specifications unless specifically released by written notice from the Architect. 13 -11. Hardware Schedule. (a) L2.- 1 .2"....• 1 pr. Doors 1 Exterior from Lobby. 1 pr. Doors 2 Exterior from Dining- Ballroom. 1 pr. Doors 3 Exterior from Dining- Ballroom. 1 sgl. Door I Exterior from Dining Ballroom. 8 Cylinders 900 US26D KA&'IKD Balance of hardware with Doors. (b) Group 2. ew 1 egl , Door 5 Bar to Bar. 1 Floor Hinge #15 x CB US26D 1 Loo ks et B260 P AL 13 -2 (o) Group 3. 1 pr. D.A. Doors 6 Existing Building to Lounge. 2 Floor Hinges #22 US26D 1 Lockset B260 P AL 2 Flush Bolts 2050 -12" US28 14 Push Plates 100 8x16 Grey 4 nick Plates 10x2" less than Door width Grey (d) Group 4. 3 D.A. Doors Lounge to Kitchen 3 Floor Hinges #15 x CB x US28 3 Locksets ]3260 P AL (e) GGrIA2..• 5 Doors 17, 18, 19, 20, 21 to Toilet Area. 7 -1/2 pr, Butts BB241CND 4 -1/2 x 1 -1/2. 5 Clovers 53 x SB 5 Pulls 990 x 100 4 x 16 US28 (f) Group 6 2 r, Doors 9 & 21a Lobby Lounge to Board Room. 6 pr . Butts BB241CDSD -1/2 x 4-1/2. 2 Looksets B260 P AL sow 4 Flush Bolts 2050 -12" US28 4 Pulls 988 US28 4 Push Plates 100 8 x 16 Grey 4 Kick Plates 8 x 2" less than Door Width Grey 4 Closers 53 x SB 4 sto pe 500 US28 (g) Group 7. 1 Door 12 Lobby from General Office. 1 Door 1 Corridor to Manager. 1 Door 1 Corridor from Kitchen. 1 Door 1 Dorridor to Bookkeeping. 6 pr, Butts 241 CND 4-1/2 x 12. 4 Looksets A51PD Tulip 28. 4 Stops 500 US28. 1 Closer PA53 x SB (Door 12) . (h) Group 8. 1 D.A. Door 30 to Pro Shop - Aluminum Door. 2 Cylinders 900 US26D KAMD. Ba1anoe of Hardware with Doors. l ow 13 -3 (i) GrouR _9. 1 Door 27 Locker Room to Pro Shop. 1 Door 28 Corridor from Locker Room, 1 Door 29 Locker Room to Corridor 4 -1/2 pr. Butts BB184 CMD 4 -1/2 x 4 -1/2. 3 Locks B260 P AL. 3 Closers 53 x SB. 3 Push Plates 100 8 x 16 Grey. 3 Kiok Plates 8" x 2" less than Door width Grey, 3 Stops '500 US28. (j) Group 10. 1 Door 25 Pro Shop from Office. 1 Door 26 Office to Storage. 3 pr. Butts 241 CMD 4-1/2 x 4-1/2. 2 Loc ks ets A51PD Tulip 28 2 Stops 500 US28. (k) Group 11. 3 Master Keys. (1) All locks shall be Schlage it the Tulip design. 13 -4 + . 1 - IN ING .:!_P 1 14 -01. Ge eral. This work shall include the painting and finishing of e u ld lag as specified herein, in addition to shop coats specified in other sections of these specifications. Items having factory paint finish shall be touched up as necessary. (a) Sur a ea not t be a ted shall include the following: 1. Factory finished items. 2. Interior and exterior masonry. 3. Ceramic tile surfaces. 4. Concrete wearing surfaces. 5. Unexposed galvanized surfaces. 6. Non- ferrous metals. 14 -02. aterials. All ready mixed paints and all paint materials sha e e vered to the job in their original unbroken ep... packages. For the various paints to be used the Contractor shall submit for approval spec if ieation data in accordance with the paragraph for shop drawings, and samples in accordance with the paragraph for same, both as covered in the General Conditions. All paint shall be applied in strict aocordance with manufaoturer's printed instructions. All paint materials shall be the manufac- turer's first quality for the type apee if ied . Approved manufac- turers *rot Mobile Paint Company Devoe and Raynalds Pittsburgh Glidden Sherwin - Williams 14 -03. W P� shi„ 4 All finish surfaces shall be smooth, even and free - and shall show even coatings. Paint shall be applied to dry surfaces only and no succeeding coat of paint shall be applied until the preceding coat is thoroughly dry. Paint shall be thoroughly worked into all joints, crevices and open spades. There shall be a perceptable defference in the shades of successive coats of paint. All freshly painted surfaces shall be adequately protedted 14 -04. Pre station of fa ee . ir (a) All rust loose or disinkirated aint. ease and steal, s shall be remove ros me a work hifore pr ng or e .cl 1 -1 coats are applied. All wood or other surfaces shall be free from dirt, grease and dust, and shall be in condition necessary to provide for a proper paint finish. All nail holes, cracks or open joints shall be puttied with pure linseed oil putty, or caulked. Putty, where necessary, shall be applied with a knife after prim- ing coats have been applied. (b) a tali er. New plaster, concrete, and masonry surfaces to receive pa n shall be tested with phenolphthalien for presence of alkali or active lime. if test indicates their presence, the surface shall be washed down with a neutralising solution of 3 pounds of oouunercial sine sulphate per gallon of warm water to which has been added a small quantity of Water soluble nigrosoene to stain the plaster slightly, thus aiding in visual coverage, When dry, the loose crystals shall be brushed aft ready for the platitier primer. Neutralizer will not be re- quired if the prescribed test indicates a neutral condition. (c) Mojsture Content. Plaster shall be allowed to dry out to a moisture content of not over 5.5% before any' paint or sealer is applied thereon. (d) a din . Millwork shall be sanded before painting to remove high gran and other surface irregularities. 14 -05. ZEILP f finishes a D ryw all , In terior Conc ( ) �,Qmi,,,�„Gloss�on Plaster, s Interior Masonry. 1st coat - Pigmented primer scaler. • 2nd coat - Half semi -gloss and half underooaten, 3rd coat - semi- gloss enamel as comes from the container. (b) esi.1221, let coat - Pigmented wood primer. 2nd coat - Enamel underc oa ter, tinted. 3rd coat - Semi -gloss as comes from container, (o) ctlr or _Qi1 on Wood. 1st coat - Wood primer. 2nd and 3rd coats - Exterior house paint as comes from container. (d) Exterior Stain on Wood. Match existing. (e) liooustical Finish. Two boats water base emulirion paint. 14 -06. Wood S (a) Beam .v -s Cirri ass a� , .d eilin:s, Apply natural finish as .ere n *e ore sea.. e•. 14.4 (b) ter or 14..c1 tot • herwise a •eci ied. Apply semi gloss finish to a expose. sur aces. tr e op an. bottom edges of all wood doors. 1I -O7. Str ctursi Steel and tisc •llane us .ferrous )ietals . Shop coated a aces £coshed up with the same type material used for the shop coat. Items of structural steel and miscellaneous ferrous metals sent to the job without a shop coat shall be cleaned and given a prime coat of the same materials specified for shop coats in the section titled "Miscellaneous Metal Work". Primer for gaianized surfaces shall be zinc dust -zinc oxide type. Inter- mediate and finish coats specified hereinafter are in addition to the prime coats. (a) to for me 1 s face, not otherwise specified or scheduled shall •ave a sem •g ass f n eta, (b) terior f. a al surfaces not otherwise specified or scheduled shall =ve ex er or a n sh. (o) $'feel lintel a ngles and other structural and miscellaneou s tee a wh c are a e e mbedded in masonry shall have a field coat (in addition to shop or prime coat) of same material specified for shop or prime coat. 14 -3 WATER 0:1) 1:aLizon 1..1' 17 i . ASTER PLUMBER ......Z.Z/Z- ,ff _ - --- - ------- - - - - - - N4- Firi:ELLEP OR '1'1 PE OF BUILDING 2°‘ ......1 . ,,l a 77,&47 (.. an TH ROOM GROUP ::Q7.'145 I S 'I? itrG OF SHOWiR STAL1-, DOISTIC (2 units _ Ti1ATER CLOSET, LAVATOY & !3ftTBTUE, OR SHOWER STALL (6 units) S1OWE,R0 RUP) .ER. HEAD 0 sa.., ,AfUTIA3 (WITH OP WITHOUT OVER FEB SHOWER) : units) SURGEONS SINK (:•' umitb ElrET (3 units) ' FLUSHING RIM SINK ;f8 units) CeWaINATION SI.NE a TRAY SZ,WICE =L;INR-T.R.4M? STAND (3 units) (OMBTNATIOK SINK & TRAY W/F001..? SEW:4:CE SII __— DISPOSAL UNIT (4 units) POT, SCULLY SIT.T: 0 uw,,ts) DENTAL UNIT OR cumnoR ici uniA% URINAL, PzmsTAL, SYPEON M DENTAL LAVATORY (1 uilits) ---- '6LOWOUT 0 DRINKING FOUNTAIN (1/2 unit) i 140DRYNAL, WALL LIP (4 ----- DISHWASHER (2 units) UPINAL STALL , 4AS1,7017T (( 4 un i - z. e ) - 2_ FLOOR DRAINS (I unit). URINAL TROUGH (EACH 2-FT SECT- ION f2 KITCHEN SINK (7 units) ---- . WASHING MerINE (RES. 13 unit:3 IPEXTCHEN SINK W/FOOD WASTE GRINDER (3 units) WASH SINK, EACH 3ET 0.7' FITTS (2 units) LAvAiORY (I units) ...- WRTIV.: CLCSET, LAVATORY, BARBER, BKIUTY PAP1aR ( initS) (2 unit) IAVATORY, SURGEOAS (2 uni.L:n) lilIF WATER CL°SETv V t8 units) . • LAUNDRY TRAY (2 unitr) 3 ) jc). 0 --4541=1=C:317--- DEPARTMENT OF BUILDING 3733 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB I Date 5/31/78 19 Valuation $ PLUMBING Fee $ 13.00 This permit not valid until above fee has been paid to City Treasurer, and is I _ subject to revocation for violation of applicable provisions of law. This is to certify that R. C. Berlin Plumbing C"-n_ has permission to build tO install 1 slips 3 1 avatnri relay 2 n r i na 7 ca i t. 4 closets, 2 floor drains, and 1 disposal Classification COrnM erc i 1 Zone Owned by S elva 1riarina. Crain try Citits I Lot Block_. S/D E Rouse No . t - = _ z_= D ve According to approved plans which are part of this permit f • iatiCKT ,n NOTICE �itf;F;'` TE4 1�'S' AND Foottfr MUST V3 SPECTED B FORE P93JRII�t I / 7a i PERMIT AFTER VOID DATE SIR OF I MSSUE ONT11$? DI • ■ 0 Building material, rubbish and debris �� Z i from this work must not be placed in t public space, and must be cleared up and hauled away by either contractor t or owner. $il . Davis Building Official. DATE PERMIT l�3 DATE CONTRACTOR USE ONLY NUMBER i tt PLUMBING ELECTRICAL f SEWER tt WATER tt 11 I fI :I tt il 41 ti ' 11 ti 1 I'1 I I t I I , { 1I I it P f;; ti t t . t {' i it ti It ,mmommftmumeimmalmom mommiommemom em ..,..._ - CITY OF ATLANTIC BEACN APPLICArroo FOR PLYMBYNO PERMIT 041 F ‘.T PID FIRM MASTER PLUMBER -- _ CITY/COUNTY OCCUPATIONAL LICENSE NO« STATE 1:ERTIFICATE.' NO, BUILDER OR tONTRAC AIR 374 ,amernrwevna. !WE atmerHc I SI RFS N.• SHOWERS AVATIIRY 1..s• MYER 11E4 rcAs Bela 0I 511W.WERS tr Mrs' *le" DI.P9SALS. `1_ r W4, PlACHINE 4 Ft.'.0047 ARAI IS OTNER a TOTAL FIXTURE COUNT AtSTq: TI OF Paimarmn AN") FIXTURES MUST BE I# 4CCO10ANCE: WITH THE MOST ECENT Forrum er THE SOUTHERN STANDARD PLUMBING CODE. ^ ' ' T � . '11 a , ��" ^ �tpJ .� ^~,� . ' e , _ ^ ` ' ,' ' -' `. _ ^~-_~~ i I ~~ ' - ` -~--- - --- '~ -`-`~---- • . _ -' _ -'- . - , O74 _ _.___ _ _ . ~ _ - _- y J} J r. NOTICE OF COMMENCEMENT TO WHOM IT MAY CONCERN: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property: See Exhibit "A" attached hereto and by this reference made a part hereof. General description of improvements: Capital improvements to the existing country club facilities. Owner: Selva Marina Country Club, Inc. Address: 1600 Selva Marina Drive, Atlantic Beach, Florida 32233 Attention: Greg Christovich Owner's interest in site of the improvements: Fee simple Fee Simple Title Holder (if other than owner): Name: N/A Address: Contractor: Address: Surety (if any): Address: Amount of Bond: $ Name and address of any person making a loan for the construction of the improvements: Name: The Citizens and Southern National Bank of Florida Address: 301 Third Street Neptune Beach, Florida 32266 -5180 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Sharon Parks, Esquire Address: Pappas & Metcalf 3301 Independent Square Jacksonville, Florida 32202 -5030 This notice of commencement will expire one (1) year from date of recording. Sworn to and subscribed SE LVA MARINA COUNTRY CLUB, INC. befor me his IY day (/./- ' r' 1 of / /� r s , 1992, by By , / /.. /- r . ( C'. / /ifs ,(1 who is erdonall known to (Type or print ri'ame) p Y the undersigned and who did Its President (did not take an oath. j J � (CORPORATE SE AL) i #a to ' h. % r ks OWNER. (Type or print name) Notary Public My Commission Expires: IA?C- 33589.1 2 ( Address /( 00 _SE (-- li 14 fr 1 Al IV it- Pa- . .59C.Ka.6•<,1,2____goo f) Heated Square Footage ____ 0 per sq ft = $__ Garage/Shed I C I) @ $ per sq ft = $ __ Carport/Porch n $ per sq ft = $ Deck @ $ per sq ft = $ ___ ___ Patio t) QfP @ $ per sq ft = $ OP TOTAL VALUATION: $ / 06 ---)-- _ 15-jOb0 /S,o° Total Valuation 1st $ /)cDO0 ///, $ Remainder Valuation $,_3. per thousand or portion thereof Total Building Fee $ 85 ..c ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ 4 5 ° Mechanical e) 0 Fireplaces @ 15.00 $ - e) - BUILDING PERMIT FEE $ /Q7 Plumbing - Electric/New Electric/Temp __ BUILDING PERMIT $ / al- S ---° Septic Tank WATER METER CHARGE $ -0- Well _ Mimin Pool SEWER IMPACT FEE $ -0 - g Sign WATER IMPACT FEE $ ---C - MISCELLANEOUS $ - — Water Connection _ _ Sewer Connection po Plorpoo $ --6 — Water Meter $ Elevation Certificate GRAND TOTAL DUE $ 1.17- -- CALCULATIONS and/or NOTES 1 00 k , :,,,. „... ,. 11.11k 44......" . 4(11161:...4 0: *A. a i t 4t ks'• ill it 116 w ......., Le i , k . ,, _ k \ , ".111‘ 11■011• r t"..3 n A PA u VI at Vi iii 1 44:1 'mu. 1......- CITY 1 Q '' O V c ` ` d But TLS �i. s - ING OFF .i� tb la i> 0 Dy 4 , / 0:1 , 41 ' - j DEPARTMENT OF BUILDING 4 39 2 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO . PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 6/3 19$ Valuation $ 11 - 00 Fee $ 5.00 This permit not valid until above fee has been paid to City Treasurer, and Is subject to revocation for violation of applicable provisions of kw. This is to certify that Set va Marina Country Club has permission to build a storag° roam ( Set' P1ang =) Classification Private 7.one Owned by Selva Marina Country Club Lot. Block_ S/D House No. 1 S►'lv' Marian frivP According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS - n AFTER DATE OF ISSUE X • • 0 Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either contractor or owner. Bill M. Davis • v C. TL ! < w Baillli off ii / 1 Fr 'IT DATE CO%t60TOR j 1 /eJ. I+.i I Lii'ft Amok Date_..__ ' .... •! .LO Permit ii... ..q.-3'U-Fee $. •0D CITY OF ATLANTIC BEACH Valuation $ / 00 FLORIDA goose #...../....e.20 ..a /Cg7l. •' • s., APPLICATION FOR BUILDING PERMIT _ _./ A _, Application is hereby made for The approval of the detailed statement of the plans and specifications herewith submitted for On building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether • herein specified or not. The Contractor or Owner - Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard ing intermediate or final inspections it is suggested that a list of sub - contractors be submitted to this office so that licenses ea: be verified. Date- & ' _:._._. _.._.., lsi.Sa.._ /. � jG . Ownes Z ,Z. _�-t __Z74!. _x:__ da_:. YS .Address - 1&.e. _ t. P °' a ne�N ?.Y.!z._.Y .2 Architect Address. _ _ _..._..Telephone No -... Contractor Builderio A.C XP,f f ` " dress Telephone No •91",( 'x.'12 Lot No Block No. Sub Division - .-. lone ....... --- Street Side Between .and _..__._._.._ _... _... _ au �a Valuation $../ & _.a? 9• - For what purpose will building be used ' -�'.�= Type of esustruction, cef-: _:...__._._ Dimensions of Building..._ Dimensions of Lot Size of Footings - --- Size of Piers r' - of Sills 7.1 j �j _Crrpatest Sill Span in ft. Type Roof How will Building be Rea -� ;,6 E' - r .- �- � ` 1i' Will Building be on Solid or Filled Ground? -- Size of Ceiling Joists , Distance on Centers , Greatest Span. Size of Floor Joists , Distance on Centers , Greatest Span- ' Size of Rafters , Distance on Centers , Greatest Span. _ — ' This rectangle is to represent the lel Locate the building or buildings in tb aX gri ht posi tion. Give ce in feet fro: all lot -lines sad ezis ting distan buil dings. ee REAR LOT LINE Two copies of plans and specifications shall JUN 1980 be submitted with application. Inspections requited. 1. When steel Lin place and ready to pour footing. ClS T�tANTIC BEACH 2. When steel is in place and ready to pour columns o 8. When steel is in place and ready to pour beam. 4. When framing is completed. �A P P i` C V I -D N CiT 1 OF it i I . .t' , 1Iii . . 1 rly : 1 5. When rough plumbing is completed, and ready to cover up. p u ; t D , o _- ._ t i a 6. When septic tank drain field or sewer is laid but before it is cove -. ` -`' 7. Electrical inspection by City of Jacksonville. w S e m 8. Final inspection. - - Note: In case of any refection, re- inspection MUST be call4f - corrections are made. 0 . / % ,L , / /�. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform sal work in accordance with the attached plans and specifications, which are a part hereof, and in accordance- with the buildin regulations of the City of� • • - ` Signature of Builder._ ��, �, � 2 Address. .._..._ . __ Signature of Owner .» - y .3c, &- 3 t 4a/ C o IIC 7" ' to i iv ' fit k 11 _i 1 / A I 4 A lit h • IN N O Z 1 14 do DI CA v It (1 0. t g , k No tiP raw 0 i"e f.R a /«ug i ods • CIT APPROVED ATLANTIC ECH BU1LD'NG OFFICE iI 3 198 r Ql A i / 1 t % ; A 11 4 k i r ith *41$ ar$W$ /ball be provided and tnstelled in ntshed areas an both std s t of f walla and ceilings »herete exposed eap*a past `' ,b tbgw. ( . p s a s le .. Wktere jD►nlated pie rests 00 or e saddles, Crane ta. ).6&' G, ' 'P a rt,'s,► °' 114/' ' . b tars ahe ' installed ® he pr teetto!1 of all pi in.al�►tit� 'SZG Opt as do tlod • ' *. lir .p* . . x abaa be p►ro . (.1 0, r +4' „, ' a $ 0 $ 3 s apeai Q s tab and the trigs+i t� net t - rah` ' s toe aaa t x asaeni�of ;eV, X11 , pS ` p t p t Unger* . .ass capable D ' aare�r adjustment 'fir . 40 Pip hi Tiger? i u rta , ancbera l — „ s " be a tested in Imo ar nee with tiliftiOn= ` •, a Coda for rrs,Ms * pipit i. A.S.A. 1. '' t the is r + ' - III /ball be such that �, � '� �. � . � .. �� . � _ � #- �' ''� t t�RdL"le s will x eeae ,'P. the .P . b ii� " v , and s selal .0 . . g ensr a the tot e ` t ` ` l be fol a . tW n . -]./ t 1.3./2s..0.......... s . • f ....... i set �6 11 s p y , .... •...o..... 1 8 teat + !, *' a bove `..........•.e..••.•••••.••••a• 2 c4:► yq ► b4 standard straotton, b? a . tibia ° : th a s, . st un ad ze as irtdioated is oa ooa the tollowiag •' : its` 13 .Tarter; rt 2 , m a ►il.er • ... ! . /B n.: tbp t3.. / 2" .518* /2" z �. < � .C 1 i �* ,�� µ ` ' }* ' A . •e! .: , .wa rs f . hail yuyu:j_ t ° .r oonO ei r nets, g. a � tasttQ t . �!' ` ;tt ,Gr''i tl Co_ m . patL`, or sq erected close to the wall may be d Pted . 'On . _ :'17..11.' ` s • , { a t e a tr shall be furnished and in- atall . in t e, a ► n o a cot water nails and pnmpe and shall:.be , ►t ' tbo Tlt S . a> of the size of the en pips • 4 C "V type or ' Oran* Company Ito. 989 -1/2 . ''1`: • a **IP. Imr for SO eas f , e a. , s h a l l . ale of l4oaa►e1' Instal , ..,,, , S- - " - , , ,,,, x " W 1 pe ,t'oa! atiOne ...of approv ed 1� O '". ' � eo tf t$d, tOt* ' *l'98 of { ' , , '. :�11140141 bo _equal, to,. ' '%east tour tines the area „,t_ .4#4 ', i a al. ktta al .,„,.,, `gta3.1 be i ly „,,,- 44. 14.01V:oat plug* ' ` ''., 1 _ • .e •w . sk41 provided at , :the . high te A ,, to and ets40 a -14 t">e,'eguied . eA k ' ° fi x . .art tie Dial `$4111{. . With ,/ A Oge ' , ` a . �,11 be i the aar$1t . 1451 ''S: 4. ' '4 � 0 i * Per tAbing • : ” , .. s . i` d , v3,* coa tet Ib*1l ,tu'ai$h V ,gym a .t wb.ri **dts* , on the a et a1]. ' = rt 4 tL ab `b "kator-o -4'11:4- ' , , : */$0 ; 40. , 1 *t r aa. at** *:flanges `- �' a ,. I.e* , &a 3 ir,d Aid, fit.' `i tt •pl1 1uzia oed + - 21 .Zat1 stain l.a a `' bhp iViet led *ball be pro' tta� * nt 4 �'i I. d and 'toratioitat •t ieebe ; 1`a ' ► o 4 " '' a , ,''' , ;b • *s.; + f sli t ` by` Imig 11 tiatsc nrtng 1 a b e ; �..11i* �iz c* a or approved sgtsal s d d i aslatarr `hot Matt ter t,/ . > �' , v '. . , indicated , on the drawings. l ' ' lilt,' x " da +peat F aa'2kt r F . t R ` ' Sox*: ► otr,fret DlCed � ' ' «" 4Aristttraat4iniat rand o ap1*t e $811 tl"tptat • _', a ' a1" 1-- of ` utabi x,' tom► ou eo**ee ' ° e' i � aat t the t` . to - er Series ari. s 90 a °, "'here °, x . ° * *'i e t in u1ate 1. .I or thraa, i {«, ' s a ►, e xtiostsi '"n 'neote ablill 'be uto'd ail � t ., • 4 1' x 'T y 4 e.i y , x :. ,o . ar.`� . _ ♦ Y . . 4" r gib. pram e ►ngo obeli, be et 1 and , t l 3O 9 a - ' ., , at*ru t*a tyro d r q coop. x :tress*** Yea be .t;, J , - j +' ' j'1 . . { .. , tiook - i t ` 5, , , ,, • 4';. r. ' t. ,, t ..t ' d.si tt 1 Pn* e 1 .„. . d io t shish tba t ' " ox .r norMa l op a fl g ' , t aep� a 'Cho te vertical t ti. �'�' ��"��_ � �` . ;ate n ''' too Y e.` *:sere , ge !n''y by* be , ;' ; ti ; t . , C . ir s', L €1 2'' �i ; 4 Are . .. 4, s a' ,, '' _ - ,' , 4 s a . ' 17 ork the drawings shall be inspected{ and if there Wrist conditiowt.whi,ch would limit the guarantee of air delivery j t - or system performance, due notice in writing shall be submitted ..: to' .the Architeot of such c`oriditions prior to starting fabrication. fik , .) All duo t work shown on the drawings r , specified or required f '" :theer conditioning, ventilation and exhaust systems sbeef11 be constructed artd erected in a first class workman- like matitter4iind this work shall be guaranteed agai nett noiaae, et 'tter or „,e hretion. and free from palliation, under all condi- tione of o i+atiOn. After the aye em is in operation should these doreots *Coto, they 'ball either be removed and - z eplac ed or r$ strove ed d t directed by the Owner. (c) ere it to necessary thet, duo is be divided, due to �spas ►r at t ur: .>I *uctiona which st pees through Uses s taeset' tthe 'cee 4tor shell, at loostione a$ noted or directed, , prbvi air s eam in the ducats so that these obstruc- tions .vil l ,, not - interfere with the movement of air. Duct work at thee* d. Teter* skill be increased in slice to merinttia equivalent aro* aroalvt. deflectors. ZNAXAMILIDEILOrt its iteeselai itt> epplM►artit epertiagst ; ', where it i$ necessary to provide openings throughi the dawnt rke,tor,the insertion of teat apparatus or A. 'indicatedM the conta ►e ir ; shall. provide at each of these ' .00ati.e sus a screwed square het* 144. Where these plugs ere inita :3eerd in duct work which is , i there shall be provided at each plug .a metal ring tigesinat' the insulation shall he finished and in the ring there' : °shstU be ` provided vided a remo vabl.a- pl at Of approved insole - tion material.. tie), ' Aeoeas panels in duct work for all dampers, fire 'dampers,, and other accessories shall be installed for easy aoo.seiOi ty,. t). 143.1 duc work Shall be aonetrncted' from copper beari.ng Ifelyertieed steel sheets. All edges and „ slips stuell be 'hatimered dei(h as to leave a s toDt r finished surface jnnsi.dee the dt*tt t ttceria l',. s lops shall be in the direciSoon. of air flow All All t l.3 : t*t taxrris shall be provlded sleitb double thickness tuarni ' ,va a .blades, installed peral1ei .tali the air flow and sectre y tasty ': o the duet by riveting and of, ,sufficient gauge to . C prer•nt ' t1 et.er T vibration during operation of the system li tt 'work_ . be 'fabric in accordance with 9, Chapter 12 of thee q s 4a� r 1 %3 Edittan, Heating, Refrigeration, Ventilating and Aa► i?i og-#?ttf d e 44; (g) . Bracing angles and bangers shall be of ga 1. vanised sheet- t- heal fitaisi . 0111111 be insWled in acc ordlana a with the Guide e of :19e3 wjjth hilt- tapptag '(sheet metal screws, but in no ease shen ra..�be on : *ore than 36” centers for ducts over 18" and 8 'for i to 18* and smaller. a . 17-8 str;all be provided at all take - i' points to permit ‘- ad lets tmeat ,Ot air volume from each trunk and outlet. . Each split ,sha3 . -;'`be prov an. accessible .reg w'Lth ulator 0t the •leek 4404vitat , 47,4 tut regulator$ lat.ted. finta'be d ,ceilings or `this cond atoned areae` shall. - be Y'etrtg Cues► .el Ater late y , Model to • ; 3: .'- .plet • vat th key to . 6 as ma nt *attired by the Xo + U1dto> ' of Cleveland Ohio Regmlattere mounted o!'"i 0%,s es'e att,the duo t i t *co esBible areas Where it is nod ems t1 . the control rod through the finished °e• "° + `,;Talcalox Rege►].etor - Model No. OIA„ .com- as `raaruxf actured the You Regulator C. ir a � a3.a °, Ohto. Spl.itters 'shall be . fabricated o enut era at r ." 'ea so as not to , flutter or vibrate in the a lr *trees, end eball be •cui ! wise enougi to completely close .off air t`i the >. -br nt b. -t pegs aim 11 be used in '-exhaust and rito4 du * `01.11tof, of the splitters d.scribed and shall, be le att.d s ,tsear:.:se poaaible to the ` unction 'between the branch • cod, the na ,dtm'b.) Dampers a ; ap itt srs 'aball be securely faateasd. pivot 'reds and crating l.ln , em that there is no • ofbz a �io:at . r ' :ttt . ►g. ?he pivot rod abal..l" be securely fastened so as t ,,Of come Amore later o paled ,, tbro fittings ;there the rod goee thre+ „t duct. ' shall be fastened to,. the duct by stove boted l. - . rivets . $treat motell aorewe shall not be used. The loasrt �4•vio. "ova inaulate due t a shall be placed on a bracket so' that •the,,Metwserews are on the surface of the insulation, gguipRiat o a ors marn"ufac tured by Tentlo k of Vent 'fabric, Ina., Chf►a>w , `' a`, - be used in lieu of Toung Regulators. • It duct A onaeatiorea to the air b.onditioning units shall be. f1ixible ,conneatione of Ventfab as eaanufsetu►red ,• by `Tent Fabrics,', Chica , llino 17,116. 1 ff. _` R :t te a • i es. k� el file air dif" ne re eball` be f ed_. and x - ..� gal! T 'units . , inst:rtlaac� � e�a�'� ativa,es aura h. drawings . shall del` eer- the--indieetett Volume of air over the entire- area. in which it ';1s aterd Without ob jeotto ie air motion and at a decibel' rat rig`not to Wing it° deaths-, a The l enu11sete r etaal1, 'guarantee not level atinga of diffusors. All , ceiling differs siral . be" . o :with. ;air volume oorttrols and shall be Ansmostat Watterloo, r -Cdklti, Tim, ,or appro vend equal r .s .` a k s t s. p.�.:' ills. • ' t►j�, ..�t.r et rs a �11 ". shall "be .` ` t6he e . a •'• o a ' e on a e . rigs -a • ' o a od.iaefr ; in fcenstrustion. Orilless and /or registers in . fir�iehedl; °sue# ► l , be witt; metal pilaster rings and Shall .;be ; with sponge rubber - gssskets. Exhaust registers . and agrill s .. . � . 'i+ad- here i 'mil be. Waterloo, Barber- Colemaa, Titus, far`' "la send: uel. • 17«.11 . Qutside ' air roof intake. shall be aluminum and as ' inlcatsd : one --Male drawings and shall be provided with birdecreens. • 17•9 17 -18. Insulation • (a) . ,etezrel. No insulation is to be installed until she system has been checked and found to be free of 04 le*ks. All surfaces shall be clean and dry before attempting to apply insulation. i (b). 1 (b) a r i t shall be insulated as � , spec itted .pra on- il ` .• " - this **(Alen. (c). lio ler shall be factory igsvtlated d) , l * r• The br'eerahtng and tenn+ations are to be intsui*t.d wISb rotas calcites *Moats-. Job i**•Maiaville Thsrmobestos, or, appboved *glut", :2 incises thick. tnsu1rtiZg bleaker shall -be s t ' d to `breeching with #12 gang* stainless st..] wits attach.d ` = enehore. InSulstion , shall be given two 1 coats . of finishing cement, Johns- Manville 3 2 or approved arsi.sal,. The first *ts at shall be applied over iga vanised hexagonal wire. The seeo DM °•b*t shall be mixed 2:1 with portland cement. lifts finish cat is' to be troweled smooth. } p shall be insulated with 1" doable thick .. ib•:* a s*r t o rators pipe insulation. surfaces with . tit.. pipe sso tie - shall be aata�latic►n shall be sppZiee over o •wan *t �►px�o�ciistttely room temperature. Adjoining butted firstly together and the 1ongi.'ttadinal *east of the vapor bsrriep strip* applied with Fiberglass Yetporseal adhesives at all flange* yraives and fittings and at internals et not more than 20 teat on oontinuena runs of pipe. Al]. flanges, e►alves and fit- tugs shall be insulated with molded or fabricated j.nsnlation of a thickness equal to that of the insulation on the adjoining pipe, u se rely. faitsned in place and ooverad with a smooth layer of y sib g as Vapor/seal adhesive approximately 1/2" thiele when in dirut `ee .ct with the pipe hangers shall be ,tassnlated separately as ..seared. to the pipe insulation. The insulation •ab*1]. be *ppllerd upward along the vertical hanger . rod to ii point of not Leas -tbaliX2 - i bon from the ad jaoent pipe finish *AA sealed off. An tasis1tioi not =otherwise finished shall be finished' with factory tu!#ii1 d s on the otter layer' of inrxk a tion. One . bend 'hill be. applied over each adg* of the joint *hd� at. the nittisetti?ancot •a.1* , joint . All exposed piping in the equillnent roOe s ,l .ovsr.d with * Lifer of rosin sited paper„ and' t oa. ea►s" neatly pasted" ant banded in place. t.t . » Ali ref art emotion 2 n piping shall b* a w� strong, Arnitf' 7 x 3/1i,* thick or a } equal. 1. tr tsslation shall be *lipped- Ore* the piping e 7 - spli 111 end sb s at1 be oared to the piping its per IX scan . *taro 11 tecOnstendatio . w e ns - n a- . shall be ienstwtiared X e » ° ' vrature . , with 1e tl�,isk J- e t static , es as care teed to the cnr of the shell, so se not to ease weak spots or air spaces.' The insulation shall be secured with 18 gauge stainless steel wire or 17 -10