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302-304 1st St (vault) 1 CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000640 Date 5/12/09 Property Address . . . . . . 304 1ST ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 20000 ---------------------------------------------------------------------------- Application desc build balcony exterior stairs and replace windows ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ O'BANNON, PAULA R. SOLID BUILT CONSTRUCTION AND 3319 APPLESHAW CT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 241-4505 (904) 998-7124 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 130 . 00 Plan Check Fee 65 . 00 Issue Date . . . . Valuation . . . . 20000 Expiration Date . . 11/08/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 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 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130 . 00 130 . 00 . 00 . 00 Plan Check Total 65 . 00 65 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. J NOTICE OF COMMENCEMENT State of rilor 1 Tax Folio No. County 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 MMENCEMENT. Legal Description of property being improved: s Ail. Vic:h 3 3-3 3 Address of property being improved: !J 5 General description of improvements: A6t�L 01 IQ4y46C{ 4 _—!v p � caner: /�(� n ��' r, �v Address: 30 LI4 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: 5olt'A, Ra, It Co✓t 5 t,f t7 Qw { Address: 3319 S ti.• G l fL J Telephone No.: 51,_0`�1 d d 12�'( � Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No:_ Doc#2009107885,OR BK 14866 Page 1227, Name and address of any person making a loan for the construction of the in Number g07/2009 at 12:34 PM, Name: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Address: RECORDING$10.00 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- / 1 Address: V 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 RECORDTR'S USE ONLY OWNER _ Signed:��� w Date: 5 v Before me thisdayof in the County ofv�a,,State M BEY Of Florida,has personally appeared A Now,poie.we of r4ww Notary Public at Large,State of Florida,County of Duval. IN conte.EON"dW 1,M2 My commission expires: 2O/7— or CWMduom i 00 IN444 Personally Known: MIM/MwM @&W On AML Produced Identification 3 City of Atlantic Beach APPLICATION NUMBER f � Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904) 247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us P LICA` ® �� REEV1E-t ' AND TRACKING FOAM Department review required Yes No 4lir r Building Property Address: �-7 L, Planning &Zoning Tree Administrator Applicant: � � p ��i nS�1�C�� Public Works Public Utilities Project: f De Public Safety r P n,Cfr wf n1Dol)s Fira rvice r w �I' 0tber Agency Review or Permit RequiredReview or Receipt of Permit Verified By Date 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 STATS � Reviewing Department First Review: ❑Approved. Denied. (circle one.) Comment J�'fj / BUILDING PLANNING &ZONING C 11 TREE ADMIN. R vI,-iewed by: Date: i PUBLIC WORKS Second Review: ppr as revised. ❑Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date:_,. �D Third Review: ❑Approved as revised. ❑Denied. comments: Reviek"Ved by: _ Date: a�r CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09 I I I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US ` l BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS:: 2.VALUATION OF WORK:. 3.SQ.FT.UNDER ROOF- 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' I❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: ❑REPAIR ❑POOL I SPA El YES RI N/A 5. �1 (r�A�S � ❑MOVE ❑OTHER ❑Nu PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMP NY NAME: 23.COMPANY N ME: 16.NAME: 24.LICENSEE NAME: y Ply Al 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 1 B.ADDRESS: 26.ADDRESS: G1. 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE HO M.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: �n� K ^� `/ 6 21.CELL PHONE: ��- j �n 29.CELL PHONE: 14.EMAIL ADDRESS: V J 22.EMAIL ADDRESS: (, 30.EMAIL ADDRESS L �- L am.^fOr� A FEE SIMPLE TITLE HOLDER":7,, J BONDING COMPANY: MORTGAGE LENDER: (IF 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 Rower of Attorney or Agency Letter Required) (Qualifier Only) Signe CLc Lr F "tiv Date: .3G� e Signe a e: ti � �{ Before me this _ ay of ,2009 in the county of a me this 1.� -�day of V e-L 2009 in the county of Duval,State of Florida,has persona y appeared DAa,,S to of Florida,has per s lly appeared herin by himself/herself and affirms that all statements and declarations are h y 11 elf/herself and affirms that all statements and declarations are true and accurate. y� 4 true and accurate. _ yam( Notary Public at Large,State of I OY;d 4 ,County of �uya ` Notary Public at Large,State of LrA t ,County of 1\J j A ❑Personally Known Personally Known 9117oduced identification- t- L ❑Produced Identification- Notary Signature: Notary Signature: r INANU L.THOMPSON #Wft•6E91 Of P4dit ' My COW. JW 1.MP Notary Public State of Florida BLDG01 Permit Application BI 008``OhlMini"*OD SMIG $`_ i , Stephen P Long p 9ql"rftrovp IIANN INIY( AItU, • c�/ i My Commission DD832139 � ' Expirea 10/2112 012 CITY OF ATLANTIC BEACH 09- I I I I I l 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 1'\ -/ BUILDING-DEPT@COAB.US -= = BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS: 2.VALUATION OF WORK: 3.SO.FT.UNDER ROOF OLI I J 91 JDO 4.LEGAL DESCRIPTION: 5.CLASS 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: ❑REPAIR ❑POOL/SPA ❑YES N/A ( ❑MOVE ❑OTHER El NO PROPERTY OW ER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: \L,c,, 15.COMPNYNAME: 23.COMPANY N ME: Au POwA� L7�t��� _0h Ute 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: s L , CA 3\A 18.ADDRESS: 26.ADDRESS: �� R� FL 3�J 3� 3�1q W'�►-s CA3yLa� ` cab �s��" "� 3a)-So 11.OFFICE PHONE: _ 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE: f f_ 29.CELL PHONE: 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30,EMAIL ADDRESS- L , FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF 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 thatl laws regulating ulating construction in work or installation h ss 9 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of al jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspendedD abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured to �Ir � 4� Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. fir/* Jj OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicabl �t a laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled a? .� prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: D A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR �.i.. YOUR FAILURE TO RECORD 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 COMMENCEMEWo OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) Sign �this26 Date: iG) �C` Signe Before may of 2009 in the county of *��_ ay of VVI 2009 in the r_+ Duval,State of Florida,has persona y appeared Duv to of Florida,has per s It appeared C) Q� Q CAL u 1�-- �Cc t1 1A6 Qin da/ LZ o A herin by himself/herself and affirms that all statements and declarations are h y Ir elf/herself and affirms that all statements and declarati s true and accurate. .1 true and accurate. _ Notary Public at Large,State of W1 dG ,County of �u VQ Notary Public at Large,State of l v�l County of J ❑Personally Known 11�� Personally Known hal l3 Produced Identification- L D ❑Produced Identification- r^ LLQ Notary Signature: Notary Signature: W a A groom-go' dM 1.WitNotary Public state of Florida W BLDG01 Permit Application B 00vwMiow0 Do s Stephen P Long r M low AIM. • < My Commission12 DD832139 Lx EXpires 1012112012 �p►p� jd 3® rst Q.tst • a z1fa Y 1p CIA NX .0'11�i } .O ML " as v a w:"> CL tL Q !-� . �• vs o �is"• R W_ An E..•C F ..�. - N I& w x . •_. c d J Qom: ol to IL .•may� (2)CS16 STRAPS FROM EXISTING KING SISTER ON 2 2X8 SYPa2 STUD, SEE PLAN ONTO EXISTING FLOOR JOIST FOR LOCATION. PER DETAIL A IN 1/57.0. SEE [2:/lj0:FoR DRAIL HE I DETAIL DETAIL 3/S1.0 FOR 2x8 JOIST EXISTING EXISTING NEW PORCH FRAMING, CLARITY. Lou Ponligo and PROFILE FLOOR DECK WALL FRAMING SEE PLAN. Aesoc,1—I., T0.REMAIN. WATER PROOFING, NEW 2x8 ,.°,. BY CONTRACTOR. 4960—..,Avenue BLOCKING "1 lax.Beach Fbrida 72250 `I F100R DECK 23 32" T&G OSB Ph 242-0908 Fax.241-9557 A BETWEEN ! I OR PLYWOOD SHEATHING, GLUE FL UN8744 Sr--CAN 3579 JOIST. ..I AND IL NTH 0d COMMON I Y O O1 -'-5_G -- - T. 6" .C. EDGE &FIELD. BA connenElrvseir-c A.onn ADD 2x8 SYP#2 TO EXISTING - •-�I ' BEAM ATTACH w/(2)ROWS 4'-6" M X. - SIMPSON H8 CLIP 'f''' "I %-0 HEX HEAD THRU BOLTS (2)2x6 �'+ P 0 t w/HEX NUTS & WASHERS EA, RAFTER ADD 2x12 SYP (2 TO EXISTING RIM BOAR !+ O 24"O.C. SIMPSON HGUS28-3 FACE MOUNT BEAM ATTACH w/(3) ROWS 16d RIPPED TO FIT. !E HANGER./(36)16d TO BEAM COMMON WIRE AT 12" O.C. - Y EXISTING (3)2x8 BEAM. AND 12-16d TO JOIST. EA. SIDE.. SEE DETAIL A (SIM.) SIMPSON A34 M vq.v4Nl�4�l� STRAP EACH END OF EXISTING CLIP ANGLE AT Nhtl7rlE 15 A4'131 EACH JOIST. EA ANDanLSFOSEAL BEAM WITH 2-HTS15 STRAPS. (2)2x8 SIDE OF JOIST. FASTEN EXISTING STUD TO CONIC. NEW 2 CUT IN FIELD SLAB WITH SIMPSON LTT20B ( )2x8 ADD 1 WITH Yt" THREADED ROD EP7 OXIED TO EXISTING 2x8 ./SLOPE Y4/FT, 1 SEE SECTION, 6" MIN _ (3) ROWS 16d (2) ROWS 16d COMMON WIRE COMMON WIRE AT 12" O.C. AT 12"O.C. A I- EA. SIDE. EA. SIDE. ` DETAIL A \_ FEM ALTERATx14 DETAIL 8 BALCONY SECTION 51.0 SCALE 1 51. FASTEN TO 4"x4" POST w/ TO FLOOR JOIST w/ DECK JOIST, r )� 2-Y2'O HOT DIPPED1 SEE PLAN. "— GALVANIZED THROUGH BOLTS ui 2"x6' SYPd2 CAP SIMPSON A34 I AT EXISTING OPENINGS RAIL CLIP ANGLE AT i ADD (2)CS16 STRAPS EACH JOIST. EA FROM EXISTING KING SIDE OF JOIST. STUD . FRAMING W BELOW. (TYP). 2'x6"P.T. SYPp.2 J 4x4 P.T. SYP#.2 TOP RAIL (2)2x6 J M BOARD 4x4 HANDRAIL POST a HANDRAIL POST PLAN VIEW RIPPED TO FIT. l (6 PLACES), SEE 2/S1.O s 'n Y2 PLYWOOD x a DECK JOIST, /\ 2x6 WOOD SEE PLAN. IFI U BLOCKING J SIMPSON A34 _} 2"x6" P.T. SYP#.2 CLIP ANGLE AT v • BOTTOM RAIL EACH JOIST. EA • SIDE OF JOIST, O 0 (2)2x8 P.T. SYPy.2 FASTEN TD 4'x4' POST rn JOISTS O 16" O.C. w/ TO FLOOR JOIST w/ 2-)5"O HOT DIPPED (2)2x6 GALVANIZED THROUGH BOLTS RIM BOARD RIPPED TO HANDRAIL DETAIL ALTERNATE FIT. S1.0 SCALE Y4"=1'-O" PLAN VIEW FASTEN TO 4"x4" POST I wl TO RIM JOIST / 2-h"O HOT DIPPED GALVANIZED THROUGH BOLTS SHEET NUEX I gt.0ui�cwr�awtivs 4 mlwaE seKa I i 5'-2" MIN. (VERIFY IN FIELD) 4'-6" MAX. Y/FT.SLOPE VPUN NA If I 1 DESIGN OAAWNLHECKED M AOB UP 3 2x8 JOIST PROFILE DATE 01.309 51.0 SCALE -Y4"=1'-0" SCAEE AS NOTED Ioe No. 511lIEEi S I"O SHEET 1 of 1 DESIGN SPECIFICATIONS: BE GIN CODE:2007 FLORIDA BUILDING CODE-RESIDENTIAL DESIGN LDAD'ACTUAL AND UNIFORM BALCONY BOOR LOADING LAVE LOAD 40 PTN ' DEAD LOAD 19 pTl WIND LOADING-ASCE 7/02 FOR WIND UPLIFT,TRUSSES SHALL BE DESICIEO WITH A MIN.DEAD LOAD CONDITION OF 5 PST TOP CHORD AND 5 PSF BOTTOM CHORD.REACTONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE w/FBC SECTION 1605.11.1. - SPECIFICALLY,ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF UVE LOADS SNALL BE MULTIPLIED BY 0.75 WEN COMBINED./DEAD LOAD. - DEFLFCTON ONTM& ROOF FRAMING LIVE LOAD L/240 TOTAL LOAD L/190 FLOOR FRAMING LIVE LOAD L/360 O TOTAL LOAD L/240 MATERIAL SPECIFICATIONS: ANCHOR Bars 6THREADED ROD:SHALL BE N ACCONOANCE WN ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS:SHALL BE N ACCORDANCE WTM Asn A500(GRADE B). EXISTING NUT'SHALL BE W ACCORDANCE WN AS.A 563 GRADE A HE%. .............._.........._. .. _.___.._� S METAL CONNECTORS:ALL METAL CONNECTORS WHICH ME EXPOSED TO C RE EXTEEXTERIORSHALL BE GALVAUZED. J F _ 1 - TRU I Al CONSTRUCTION SPECIFICATIONS: Imo' � II ! _ I fI !I e W000:ALL WOO)MEMBERS ETOOSED TD TRAINER W W CONTACT ON MASONRY, ..::.:....... .._.s.._._... .... _ i- - — - 5 ! : CON TE OR SOL SMALL BE PRESSURE-TREATED.W000 FRAMING SHALL BE IN ACCORDANCE WIN FBC-R,UNLESS OTHERWISE NOTED HEREIN.PT LUMBER INDICATED IN SECTONS PRESERVED NTH SODIUM BORATE(DOT-DISOOIUM OCTABMATE TETRA B d o e HYDRATE).IF HOWEVER.ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT 5 USED. ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVAWZED.IF ACZA PRESERVATVE - I IS USED,ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ELOOB. 23/32-TRG OSB OR PLYWOOD SHEATHING GLUE MD NAIL WIN 106 EXISTING 2x8 FLOOR COMMON O 6'O.C.EDGE t FIELD SYSTEM TO REMAIN NEMS MD METHOD'NE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHxIOUES,PROCEDURES,OR EXISTING(22X12 SEOUENCES.FOR NE ACTS OR OMISSIONS OF NE CONTRACTOR OR MY OVER PERSONS PERFORMING NE WORK OR FOR NE FAILURE FOR ANY OF NEM TO HEADER BEAM CONSTRUCT THE WORK IN ACCORDANCE WIN NE CONTRACT DOCUMENT' UMTS OF STRUCTURAL ENGINEERING DESCN RESPONSIBILITIES.THE ITEMS SPECIFICALLY EXISTING FLOOR PLAN DESIGNED BY NE STRUCTURAL ENGINEER ARE LIMITED TO THE FGLLOWNG:CONTINUOUS LOAD PAN FOR WIND UPLIFT,MOOD PANEL SHEARWALLS,WALL FRAYING AND REOUIRED SHEAVING AND HEADERS DIRECTLY SUPPORTING RUM FRAMING ITEMS NOT DESIGNED SCALE1/4"=1'-0" PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES,FLOOR FRAMING NOT SPECIFICALLY ADDRESSED.TRUSS-TO-TRUSS CONNECTION,AND ANY ARCHITECTURAL,MECHANICAL OR ELECTRICAL SYSTEM, WIND DESIGN CRITERIA AND COMPONENTS AND CLADDING: STRAP EACH END OF EXISTING BEAM WITH 2—HTS16 STRAPS. BASIL WIC SPEED(ASCE]- -----------120 MPH FASTEN EXISTING STUD TO CONC. IMPORTANCE(ACTOR------------=------1.00 SLAB WITH SIMPSON LTT208 MEAN ROOF HEIGHT -----------------24.0 FT WITH Y2" THREADED ROD EPDXIED ROOF PITCH--------------------6/12 6" MIN BUILDING CATEGORY----------------- 9 EXPOSURE CATEGORY----------------- C . ENCLOSURE CUSSFICATION--------------ENCLOSED i e INTERNAL PRESSURE COEFFICIENT------------}.L6 ! EX COMPOENTS A,CLADDING OES%2I IHESSAIES meuTAI1YINTERIM EDGE STRr�PSFj � _ -- - AREA(s0 ZONE(PST) " 19 437.5 -407 .37.5 -502 f o _ 50 .3.16 —36.6 .]16 —414 I� .31.9 -39.0 1.ALL COMPONENT k CLADOING WALL ELEMENTS SHALL BE DESIGNED FOR — fff w i BON POSITIVE AND NEGATIVE PRESSURES SHOWN N TABLE ABOVE "- - 2.UNEM INTERPOLATION IS PERMISSIBLE- 3.PLUS-PRESSURE AND MINUS-SUCTION. 4,THE DISTANCE'a'FROM OUTSIDE CORNERS OF BUILDING SHALL BE (22x8 SYP/2 DESIGNED FOR EDGE STRIP PRESSURES ATTACH TO EXISTING S.DESIGN OF WNDOWS/DOORS FASTENING TO NE WALL FRAMING IS THE (3)2x8 BEAM AND RESPONSIBILITY OF NE NNDOW/DOOR MANUF./SUPPLIER h SHALL MEET FLOOR JOIST, SEE NE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DETAIL 3/S7.0 FOR JOIST PROFILE. PROPOSAL NEW BALCONY FLOOR PLAN SCALE: 1/4"=T'-0" EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I 7 I1 3 iI I i 3 i i City of Atlantic Beach APPLICATION NUMBER s s'ISS (To be assigned b the Building Department.) Building Department 800 Seminole Road �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ' 4 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION EVI AND TRACKING FOR Department review required Ye ado 4r Building Property Address: / �7 Planning &Zoning Tree Administrator St h-1) _Sw1 I-tNf)-�TMO*W Applicant: Works Public Utilities Project: fiD4 � �� Public Safety re �pC�, wrn-DDI ��ld; Fir rvice Other Agency Reviewor Permit Required Review or Receipt Date of Permit Verified B 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: APP Q►TIOE`! STATUS Reviewing ®apartment First Review: Approved. —]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: -e� Date: S2- D 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. ❑Denied. a Revie,!ed by: -- e a:�r: Application for Permit at 304 First Street to build Cantilevered Balcony, Exterior Stairs on West Side of structure, and replace existing windows with hurricane impact sliding glass doors. Solid Built Construction and Development, Inc. Lex Allen 904-686-4019 o ( 49-90 1;=t°EL D ) 50.-,W PLANTER £+ t;a �r ,� ' - Gt1: wt v i 1m - .v 4" Qom. Q .1 My of Atlantic Beach 50-•�.rv. o^ r M and Zoning DapariniaM (49:55 RE . U)n a "= varllMa aarnpllarwa MArr I X z irt9giiubdivision and other local lannt regulations+ but roan Mt cm*fttO:� r the issuance of PwffgtL CoelpNaneh a Building Code and SM OOW aPPNcabl0. 4p-1 oral, Sjdte and Federal P*r ni k* requkernentmost bomrified by signature of the City of AtlantiB ach Ming Prior to ft ismom of B litho' ormil. O-E veli By mm n ve me Date: -' Application for Permit at 304 First Street to build Cantilevered Balcony, Exterior Stairs on Vest Side of structure, and replace existing windows with hurricane impact sliding glass doors. Solid Built Construction and Development, Inc. Lex Allen 904-686-4019 j`f - 2.8 slam¢•Y+�rs a�•oc ttuaa aw Je4r 2-h ea�.eru.av�x 2•a,., 's rh '2 •-j_:..,r. 2;e.�a�w4- - 2.b ccan.weei'sew•e.e.(wRnur� .� I ' I 1�. } - -••kb ceec.}wsisw•o.e.CxeW� . -•s-z+a ,�Z� 1 I ' 1 � I 2+c.a..c-secs 024-o-F .ras7s®12•e.e. —�` ; __ 1 , , � � 2xb a�.ee..lasys®,a ae 2- ,.0 • —� •.-- fit' �. D61...la6•(s woe¢rn•,•.•s• - --- .-�-_ _ .. _— i fmv Tmpsscs e7.4'a a. 2+8F1<m2 Je,sTSefG'e.e. --- — - — - _ 2xG rLeataeKreslG•aa. dxL F12shf Wq 0?d o.c- � 1 ' l\2-2x.2 2•d OVEM .rq yam• 2xb craw.tasrse If.to c �y= - �Wa�nneu2ml I MAIN FLOOR FRAMING PLANS 'yGAL¢ - yah v 1=an f - _ 12 V~ Bow Mc DE w Wo 2 s,sue a ce. yboaex �ePf a ba. 2x6 MCC Jd6r5 B 16'b-e. 32- _.._- t BUILDING SECTIONS 9G.L6 b° Z 1=a Lou Pontigo & Associates, Inc.11192 , Consulting Structural Engineers SHEET NO. .l.t _ C, 496 Osceola Avenue LAP Isq" e Jacksonville Beach,FL 32250 CALCULATED BY LNP DATEMA (904) 242.0908 CHECKED BY DATE SCALE _59_ r Top View Line of Existing House #1 T 6- ------ ------------ — ---------------------------- Existing ------ -------------------Existing Planter Ae New 3'x6'Landing 1 6' o rn _ c 19 Risers @ 6.32"each H w New 3'x3'Landing Line of Existing Deck Typical New 3'x6 Landing Detail 2"x8"P.T.Band Joist 2"x6"P.T.Joist 6' ........... � n f2�3'X .13f ga �• rJA'It.S 12R�.c. ih 1Z V L J V L�S2� s,s Jcis57 14A 06E4 (rYv 2"x6"P.T.Joists 24"o.c. #1 Attachment of Landing @ 2nd Floor to Existing House 1 I I I I I 1 I I I I 2"X8"P.T Band Joist C3�V'f".X,3'Y COALY• 5P ( an oc from Ledger to existing Floor Joist 5TAIR PL � ' � DF1"AILS LU I S A PONY 160 P E - AIkAY 2 2 009: PRODUCT 2041(S.41 sleL)205-1(Piddd, FL PE 1/95 3 31 1 JOB JO-1 1-51J) / i"1��I An 3�C Lou Pontiga & Associates, Inc. Consulting Structural Engineers SHEET NO. f X � ��+t l OF 496 Osceola Avenue � Jacksonville Beach, FL 32250 CALCULATED BY ��"+-'� DATE ! (904) 242-0908 CHECKED BY DATE SCALE ..... ........ e.... .. _ ..... ..........._... ....._ ..... r m (3)2"x12" P.T. Stringers SFE SK-S 2)(q SYF PT K x 2"x6" P.T. Joist 16" o.c. Typical10 CL CL Q ABU44 @ ea 4"x4"/Footing Typic ... N 4"x4" P.T Posts .......... (T'(PICA L) r 20"x20"x10" Concrete Footing w13-�3.................. __.. .... ............:............. ,.... ..... .......... ............. ..... .... ...... _ ....:.. ......... ......_.. ...... .... .. v ........ i STS l- YT1 I ...... F;;�G�;.i 2N-1(Srgls Shrls�1;51 jFa"�e!� - Lou Pontigo & Associates, Inc. jo, Consulting Structural Engineers SHEET NO. 5t A f an N_ t�k' OF 496Osceola AvenueCALCULATED BY LAP DATE Jacksonville Beach, FL 32250 LOA W (904) 242-0908 CHECKED BY DATE SCALE ............. ........... . .. ........... ............ ................................... ................. ............. ....................... .......................................................................... ........ ........... ....... ............... ............ .................................... ........................................ ............ .......................... ............................................................ ............ ...................... ...... ....................... ................................................. ...............................------ ............. ........................................................... .... .............................. ................ ....... ......................................................................... ............. .... ... ................. ........ .................. ....................... ------ ...... ....... ........ ... . .................................... ............. L ............ ....... ........................... ................... ........... .............. ................................. .... ............ 4....................... .................... ........... ?At U11A, S66 5y--4- - CT/f) 3'-0" V31 E--(37 1/4"x3 1/2 (3) 1/4"x3-1/2" SDS 5D5 SGIREW6 6 /-SCREWS a 2x EACP #2 SYP STRINGER TO 02 2X12 TO 02 SYP 5YP 4x4-PT POST 4X4-PT POST (Typ) 2 M Li f)IQF_ VIEW FRONT VIEW ........................ ................ --------------­­---... ... ............. ................... ........... ....... ........... ........................... .......................... ............... ............................ .......... ........... ............. ....................... .................. ............ ............................ ........................ ... ......................................4............. .................... ...... .......... ........... ........... .... ......................... ............ ............................ .......................... .......... ...................................... ...................................... ..........­.­ ................ ... ...................- .......... ................................................... ................................................. ... ............................... ................................... ...... ............. ............ ...................................... ............ ........................ ........................... ... ............ ............ ...................... ............ ............ ...................................... L S : 1116 01 P U ...................... .......... ........... ............ ........... .... .......................:_­.. ................. ............... 009 . .. ....... . .. ... .......... ........... ........... ...... Pprmism)w Lou Pontigo & Associates, Inc. C, willilll!111111 Consulting Structural Engineers SHEET NO. L r OF 496 Osceola Avenue BY L�AP DATE 57-:2 1' 0 Jacksonville Beach, FL 32250 IanCALCULATED (904) 242-0908 CHECKED BY DATE SCALE ........................ ........................... ...... .......... .................................. .......... sit i. ............. ............ ............ ....... .............................. .. ............ .............. ... ........... .......... ........ ............ ...................... ........... ........... ............................................................................ .. ......... ...... .......... ..... ...... .. ................................. . .................................................... ........................... ......................... .............................................. .................... ..... ...... ... ...................... ............................................. 2x6 SYP#1 CAP RAIL w/ 4-12d RING SHANK INTO POST. 2x4 P.T. SYP#2 2x2 P.T. SYP#2 PICKETS @ RAIL w/2-12d 5'/2 " O.C. (4" CLEAR MAX.) RING SHANK. ATTACH TO 2x4 RAILS W/ C-) ry 1 —S.S. #10x2 /4" DECK o SCREW. (PRE—DRILL TO h PREVENT SPLITING) 0 n 0 0 4-% MA-/. ADTOST- 5/4 P.T. 2-Y, F-T S-f P 7— SYP#1 DECKING PEE KICK 012-123 w/ (2)10d RING Co ±_ 16 Tb SHANK NAILS AT ST P't OGE'e op BUND EACH INTERSECTION ALL FASTENERS ARE 4W, RAILING ATTACHMENT . ... ............................................................................. ........................ ....................... .............. .............. ...... .................................................... ................................................................................ .. ......................... .............. ........... .......................�j.................................... .................................................................................. ......................... ...................... ......... ......................... ............ .......... ....................... .................... ........................ .................................................................................................. ............... ........... ........... .......... ....................................... ..................................................................... .................... ........... .......................I............ .................... .... ............................................... ............ .......... ...................................... ........... ............ ................................... ............. ................................................ ............ ........ ............ ............ ............. A! PUNT11 ...................................... ............ .......................... ............................. ..................................... ........... .......... ............. ......... YL.0 ........... ......................... ....... .. ............................ ............. ................... ... .......x...5:3 ..... ... .. -......... SyP#2 /2—1 2d SHANK. ....... . .... ...... FL ..................... .. ............................ ... ............ ..............*_ .......... mmol 2W 1 N-1,sewed 9M I I ^ . Lou Pontigm & Associates, Inc. JO,Elm , Consulting Structural Engineers n*ss wu �� 4 ' 1r . 4esOsceola Avenue ` o^�oomrsna n^r Jacksonville Beach, FL 32250 ' ~�~�-�-'--=-�-----' VON M (904) 242-0908 CHECKED BY mns nc^Ls Sir DESIGN IN ACCORDANCE WI TH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007. DESIGN CRITERIA: 1. LIVE LOADS FLOOR 100 PSF 2. WIND SPEED 120 MPH IMPORTANCE FACTOR 1.0 VELOCITY PRESSURE 22.8 PSF ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE WI TH AWPA STANDARDS C-2 AND C-14. THE PRESERVATIVES SHALL BE IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536 AND AWPA STANDARD P-5. ALL LUMBER AND TIMBER SHALL BE SYP#2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE .............. INSPECTION BUREAU GRADING RULES. ALL SIMPSON HARDWARE SHALL BE P-P. GALYP,117-F-D . ALL NAILS SHALL BE A304 M.P. (,ALyAj,4j2f_D. BOLTS SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE 1, AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF ASTM A-36 AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. NUTS WASHER SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL. ..... THE ENGINEER SHALL BE NOTIFIED. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCING WORK. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF AN T 1 ........... U PE CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT D� fUA X EAS MAY .2 2 210 ` ` �jf 11 2-2 3.3Ic _ tab c�ac,�,.I�•o� �= a,,dsr VT ITP 2=.L'ei.KrasVC�� 2Za .Z '2 _ ..y l�. 4if.'iKcuw•�_ _ lift71 I i 4•b clscu..la�ri'l.Wo.c.(tiwww� ! 1 I 'I' -'46 bar..7a.s¢DIAF'pWA 1 2•a Ftooa•r��s�12'c.G. - --- - i _ -- ' + 1 rb Iml+rt ws�+•Is Zip ,22x2 --- -- %•��t . DDI.Jdbr4 TRe�y.e�, -.ice •�� _ - — _ gra FILVQ♦1016'(�f ll(I.O.G. _- -_ —_ - - -_ 2�i1 Je�.IOIf.'(f11L'66. U1,16. 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TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 9 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ERO STEEG PLUMBING CO. , INC. 302 1ST STREET P.O.BOX 330536 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ------------------- --------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/27/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION ,r r. Date: Property Address: 3,02-- Owner: dZOwner• z m J�R p Telephone#• Contractor: �c S PI6� Cfl '� c Telephone#: Contractor Address: ( Aeit- !!o� Fax#: r Contractor Signature: In consideration of permit given for Ptrig the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: Re-Pipe Number of Fixtures: Bath Tubs f Showers Zi Closets Shower Pans Dishwashers C Sinks Disposals Urinals Floor Drains Washing Machine —7,— Lavatory Water Sewer _� Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 a Fax: (904) 247-5845• http:/lwww.ci.atiantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031548 Date 11/03/05 Property Address . . . . . . 302 1ST ST Tenant nbr, name . . . . . PATIO DOOR REPLACEMENT Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1887 Owner Contractor ------------------------ ------------------------ ERO ACE DOOR & WINDOW SERVICE 302 1ST STREET 9123 HARE AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 727-6811 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 1887 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDIN6-bFFICIAL CITY OF ATLANTIC BEACH Cc: t �SJ1 BUILDING / ZONING DEPARTMENT L. Higgins r ~! 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: (,, � Applicant: Ice-) b r I I Vt U-� Project: l- T7 p rmit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: A Date: t l % l 45 Date Contractor Notified: ;t•--L�r, CITY OF ATLANTIC BEACH ,S WINDOWS, SKYLIGHTS,GARAGE DOORS,HURRICANE SHUTTERS r � 0 r, jat�e: ��KI L ZC�S Job Address: O Owner: �c�i Y✓l e S � R C7 Address: 3 0 oZ F%'CS i 57('c e--V Phone: L/7-,5-6 1 Legal Description: Block Number: Lot Number: Zoning District: Contractor: Acc Joos cnd -Sayice State License Number: Address: e / i(C- Phone: City: � t !,,Soo State: 0�Zip: 3 11 Fax: 90`/ ,) Describe proposed use and work to be done: x)2 z i o 8 o o f C C D I a t e wl c n T", Q i S 7 t n ca l'op'n C0sTOM&,r has RIVwood Sh S FL- > 13a Present use of land or building(s): R PS i cl evrT 1 P / Valuation of proposed construction: 1 gg7 -f�btf4 Iz55 de)u b 1c. 066cS7 h�; Is approval of Homeowner's Association or other private entity required? e410 If yes,please submit with this �J application. Required Building Data: P L � Mean Roof Height (ft) Building Width yJ (ft) Building Length /� (ft) Roof Slope S/1 Z Window Height (ft) Window Width (ft) Window Elevation from Grade 3 / 6 /r (ft) Measurement from corner of building to window (ft) Number of windows being installed Mean Roof Height � I � � F 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/27/03 'Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: -IY Manufacturer's Test Report with Uniform Structural Load(psf) ✓r Installation Procedures i3. Window Description/Type St SkylighU Tnenrin 'nn/Tvne vh. Hurricane Shutter Description/Type —7. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: ! Date: v Address and contact information of person to receive all correspondence regarding this application(please print). Name�4C e _D WV- -,) ✓ld W,Y)80�.j S e,,V t/► C -er���✓ 17C- n a �IV t � o7of-C Mailing Address: �/a3 #&K C- 4 KC— _j qg x F& , 3 as Telephone: 90 yt 7a7-(0 87 Fax: —7"Q E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me thisc-9-11 day of _,20- State " ,20State of Florida,Coun of Duv Notary's Signa e: �� r 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 Nntan PiNic State of Flo �o ❑ _� ` Dfnna'A Nimore Pr uced identification o` My Commission DD398666T a of identification produced "AGF f4dp Expires 0212112009 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 1/27/03 r •l Vr Citv of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE 16'– APPLICANT 6''APPLICANT r '✓ I o/ V �r �? ADDRESS D2 /� /�'✓��� f� NeC c� PHONE: `7 �� D v7 .a.DDRESS WHERE WORK IS TO BE PERFORMED — LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR 5 rDOWL STATE LICENSE NUMBER / ADDRES "/�2� i •c�� 2 PHONE -' C- 7 CITY �Yll/ STATE /��' ZIP 43/ FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE 1D C--,yr Ge-/I*1 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? �'a If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating!air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5534 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor. and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904) 247-5826 r ` Permit number Tax Folio number NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in Us Notice of Commencement. 1. Description of property:�,_`/l 2. General description of improvements: �el.,i ,77e-av► 3. Owner information: j a. Name and Address: b_ Interest in property: �p/�j,^��� •/ c. Name and address of fee simple titleholder(other than owner): 4. Contractor's name and address: a. Phone number. b.Fax number: 5. Surety information: a. Name and address: b. Phone number: c.Fax number. d.Amount of bond- 6. ond6. Lender's name and address: a. Phone number. b.Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a),Florida Statues. Name and Address: a.Phone number: b.Fax number: 8. In addition to himself/herself,owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(l)(b),Florida Statut 9. Expiration date of Notice Co n nt (the expiration date is one (1) year fiom the date of Recording unles s specified). Si ature of Swom to an s bed before me this l day of © C 20 jS. Known perso /ID shown: My commmssron exp' ,�0 Notary Public State of Florida a4 Deanna M.Wilmore My Commission DD398666 OF ti Expires 0212112009 i ERTIFIEDESTING ABORATORIES Architectural Division • 7252 Narcoossee Rd. • Orlando,FL 32822 (407)384-7744 9 Fax (407)384-7751 �4N Web Site: www.ctlarch.com pQDQ E-mail: ctlarch.com — Report No.: CTIA 932W DC Not. No. 02022 Date: January 17, 2003 CTL Certification #02-0429-03 Test Dates: October 4, to 27, 2002 Test Requested By - Plastpro Inc/Nanya Plastics Corp 9 Peach Tree Hill Road Livingston, NJ 07039 Tests Conducted: TAS 201 (Large Missile)TAS 202 & TAS 203 (with no deviations) Design Pressures - Specimen 1, 4. (TAS 201 PA202 & 203) Out-swing + 50.0 psf- 50.0 psf. Specimens 2. (TAS 201 PA202 & 203) In-swing + 47.5 psf. -47.5 psf. Specimens 5. (TAS 201 PA202 & 203) In-swing + 50.0 psf. -50.0 psf. Specimens 3,6. (TAS 201 & 203) Out-swing + 50.0 psf. -50.0 psf (1) DESCRIPTION OF SERIES: Model Designation— Specimen # 1 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 2 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 3 Nanya/Plastpro Fiberglass Glazed Double Door Specimen#4 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 5 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 6 Nanya/Plastpro Fiberglass Glazed Double Door APPROVED Overall Size— Specimen 1, Out-swing 149.0" x 96.75' CITY OF ATLANTIC BEACH Specimen 2 In-swing 149.0"x 97.8125" BUILDING OFFICE Specimen 3 Out-swing 74.0" x 96.75' NOV 01 2005 Specimen 4 Out-swing 149.0" x 80.75' Specimen 5 In-swing 149.0" x 81.8125" Specimen 6 Out-swing 74.0" x 80.75' By: Configuration—Specimens# 1,2,4,5-Fiberglass Glazed and Opaque Double Door w/Side Lites OXXO Specimens # 3, 6. Fiberglass Glazed Double Door XX ��jQ� Page 2 of 4 4 Plaatpro Inc/Nanya Plastics Corp Report No. CTIA-932W No. & Size of Doors- Specimen# 1,2. (1) act+ive panel - 35.75" wide x 95.25" high (1) in-active panel - 35.75" wide x 95.25" high (2) side lite panels- 35.75" wide x 95.25" high Specimens# 3, (1) active panel - 35.75" wide x 95.25" high (1) in-active panel - 35.75" wide x 95.25" high Specimen#4,5, (1) active panel - 35.75" wide x 79.25"high (1) in-active panel- 35.75" wide x 79.25" high (2) side lite panels- 35.75"wide x 79.25" high Specimens# 6, (1) active panel - 3 5.75" wide x 79.25" high (1) in-active panel - 35.75" wide x 79.25" high (2) MATERIAL CHARACTERISTICS: Frame and Door Material-Frame jambs&Frame head are Finger joint Eastern White Pine. Frame Construction: =The header and hinge jambs are finger jointed pine(stated by mfg.)measuring 4.5625" x 1.2187". The header and jambs are mortised butted and joined using(2)# 8 x 2" Phillips flat head screws. Each hinge jamb has(4) hinge mortises located at 8.8125", 34.3125", 59.8125" and 85.3125" from the top of the frame down. The thresholds tested were QISH 36FN aluminum adjustable Inswing and QOSH36FN Outswing sill by Builders Hardware/Press Rite, Inc. The threshold is notched and butted to the side jambs and attached with (2) # 8 x 2"Phillips flat head screws at each end. Door Panel Construction: The 8'-0"panel is constructed of nan ya fiberglass(.095")thick skins. The interior cavity of door is filled with PU foam flush type. The top rail is constructed of foam PVC and measured 1.5937" wide x 1.125" high x 35.125" long. The bottom rail is constructed of foam PVC and measured 1.5937" wide x 1.125" high x 35.125"long. The hinge stile is constructed with one (1)piece of wood measuring 3.5937" wide x 1.5937" high x 93" long, one(1) piece of foam PVC measuring 1.750" wide x .6875" high x 95.25" long and one (1) piece of steel reinforcement measuring 1.5312" x .125" x 84" long. The lockstile is constructed with one (1)piece of wood measuring 3.5937" wide x 1.5937" high x 93" long, one (1) piece of foam PVC measuring 1.750" wide x .6875" high x 95.25" long and one(1) piece of steel reinforcement measuring 1.5312" x .125" x 84" long. Aluminum"'I" astragal was attached to the inactive leaf with eleven (11) # 8 x 3"Phillips square head SMS and six(6) # 10 x 2.5"Phillips flat head SMS for all 8'-0"(Outswing). Aluminum "T" astragal was attached to the inactive leaf with thirteen(13)# 8 x 3" Phillips square head SMS and six (6) # 10 x 2.5" Phillips flat head SMS for all 8'-0"(Inswing). Door Panel Construction: The 6'-8"panel is constructed of fiberglass (0.075@) thick skins. The interior cavity of each door is filled with Polyurethane foam. Flush or embossed type . The top&bottom rails are foam PVC plastic and measured 1.5937" wide x 1.125"high x full length. The hinge stile is constructed with one(1) piece of foam PVC plastic measuring 1.5937" wide x 1.200" high and one piece of wood reinforcement measuring 1.5937" wide x .790" high x 779ong. The lockstile is constructed with one (1) piece of foam PVC plastic measuring 1.5937" wide x 1.200" high and one(1)piece of wood measuring 1.5937" wide x .790" high x full length and one(1) wooden lockbox measuring 1.5937" wide x 2.364" high x 20" long. The fiberglass skin is glued to door panel. Both skins interlock into each other at lockstile. Aluminum"T" astragal was attached to the inactive leaf with ten (10)# 8 x 3"Phillips square head SMS and four(4) # 10 x 2.5" Phillips flat head SMS for all 6'-8"(Outswing). Aluminum"T" astragal was attached to the inactive leaf with nine (9)# 8 x 3" Phillips square head SMS and four(4) # 10 x 2.5" Phillips flat head SMS for all 8'-0"(Inswing)./`x- �` Glazing: - All Specimens 1" Laminated unit by Taiwan Glass (stated by mfg.), consisting ofr12 -"- tempered glass outboard lite/Aluminum spacer bar 1125" annealed glass ,090" laminate/ .125" annealed._q"/(D Page 3 of-14 PiasVm Inc/Nanya Plastics Corp Repo"No. C L A-932 W Glazing Method— All Specimens The door panel& sidelite sashes are flush glazed into the fiberglass lite frame exterior the lite frame is captured in the sash skin. The interior is fitted with a flush 3/4" glazing bead the glazing bead is friction fitted into the frame. The door panels& sidelite sashes are sandwich glazed into the fiberglass panels with#8 x 1.5" panhead lite frame screw. Daylight Opening - All 8ft lites 21"x 79" All 6-8"flush lites 21" x 63" All 6-8"insert Utes 26.25"x 65.9375" Weather-stripping— All Specimens - Schlegel Q-Lon 650 weatherstrip (1) row header and (1)row length of each jamb. Inswing four(4)-fin weather stop 3647/Holm Industries Two (2)Endura simple solution comer pads located one(1) bottom of each door frame jamb. Hardware— Specimens#1,2,3, (1) Kwikset Titan Max Latchbolt located 59.375" from top of door panel (1)Kwikset Titan Deadbolt located 53.875" from top of door panel_ (8)4" butt type hinges by Penrod First hinge located 8.8125" from the top of the frame down with(3) more spaced 25.5" on center thereafter. Specimens #4,5,6 (1)Kwikset Titan Max Latchbolt located 59.375" from top of door panel (1)Kwikset Titan Deadbolt located 53.875" from top of door panel. (6)4" butt type hinges by Penrod First hinge located 8.8125" from the top of the frame down with(2) more spaced 30" on center thereafter. Weepholes- None Muntins - None Reinforcement- One piece of steel flat bar measuring 1.5312"wide x .125" thick x 84" long located in each door panel lock stile and hinge stile attached to the wood stile with twelve(12) .3437" x .5937" nylon screws. Six(6) in each jamb 2" from each end 16" on center thereafter in 8'-0" panel only. Sealant- Silicone caulking as needed to seal unit into rough opening. Additional Description - All specimens were installed in a 2" x 12" PT wooden test buck. (3) INSTALLATION: Screws and Method of Attachment—Specimens 1,& 3 (30) -# 8 x 3"Phillips square drive screws, and(6)# 10 x 2.5"Phillips flat head self-tapping screws located as follows: (6# 8 x 3")Each frame—(1) @ 4.5" from each vertical end and (4)more equally spaced on field. (6 # 8 x 3")Door Head —@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6 #10 x 2.5") Out-swing door threshold—@ 4.5", from each mullion, 4.5" each side of center line d id an between center line and jamb measuring from the left side of the frame going to the right_ Sidelites— (3 # 8 x 3") Head and Sill @ 4.5" from each end and mid-span �-L ✓� Z-' (6# 8 x 3") Each Jamb @ 4.5" from each vertical end and(4) more equally spaced o ` Page 4 of 14 Plastpro Inc/Nanya Plastics Corp Rcpwt No. CTIA-932W (3) INSTALLATION Con't: Screws and Method of Attachment-Specimens 1, & 2 (30) - # 8 x 3" Phillips square drive screws, and(6)# 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6# 8 x 3") Door Head - @ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6#10 x 2.5")Door Sill threshold-@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right_ Sidelites -(3 # 8 x 3")Each Head and Sill @ 4.5" from each end and mid-span (6 #8 x 3") Each Jamb @ 4.5" from each vertical end and(4)more equally spaced on field Specimen 3. (18) - # 8 x 3"Phillips square drive screws, and(6) # 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Each frame Jamb- (1) @ 4.5" from each vertical end and(4) more equally spaced on field. (6 # 8 x 3")Frame Head - @ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6#10 x 2.5")Frame Sill threshold -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Specimens 4, & 5 (28) -# 8 x 3" Phillips square drive screws, and (6) # 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Door Head - @ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6 #10 x 2.5")Door Sill threshold -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Sidelites- (3 # 8 x 3") Each Head and Sill @ 4.5" from each end and mid-span (5 # 8 x 3")Each Jamb @ 4.5" from each vertical end and (3)more equally spaced on field Specimen 6. (16) - # 8 x 3" Phillips square drive screws, and(6) # 10 x 2.5"Phillips flat head self-tapping screws located as follows: (6# 8 x 3")Each frame Jamb-(1) @ 4.5" from each vertical end and(3) more equally spaced on field. (6# 8 x 3")Door Head -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6#10 x 2.5") Door Sill threshold-@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. e/1 Page 5 of 14 Plaslpro Inc I Nanya Plastics Corp Report No. CTIA-932W (4) SEQUENCE OF TESTS PERFORMED: Test Results: Test Sequence: TAS 202 Deflection Gauges Set At Xs L Air Infiltration 1 2. '/s Test Pressure Positive 3. '/z Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative O 6. Water Infiltration Positive Direction 3 O r 7. Full Test pressure Positive 8. Full Test Pressure Negative /Z 9. Forced Entry ` ` 2 O X X O Deflection was measured with three (3) CDI 5" Dynavision Lasers location# 1-SN S1002141, location#2-SN S1002142, location# 3 SN S1002144 AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD TAS 202-94 Air at 1.57 psf Actual Allowable Specimen 1 Out-swing 0.01 CFM/SQ FT 0.34 CFNVSQ FT Specimen 2 In-swing 0.03 CFM/SQ FT 0.34 CFNVSQ FT Specimen 4 Out-swing 0.04 CFM/SQ FT 0.34 CFM/SQ FT Specimen 5 In-swing 0.02 CFM/SQ FT 0.34 CFM/SQ FT WATER INFILTRATION TEST Water Infiltration Test was conducted in accordance with DCBCCD TAS 202—94 Specimen 1 Out-swing Water @ 4.5 psf for 15 min. No water penetration over sill. Specimen 2 In-swing Water @ 2.86 psf for 15 min. No water penetration over sill. Specimen 4 Out-swing Water @ 4.5 psf for 15 min. No water penetration over sill. Specimen 5 In-swing Water @ 2.86 psf for 15 min. No water penetration over sill. r 6 �a� Pape 6 of 14 Plastpro Inc/Nanya Plastics Corp ReportNo. CTL A-932W STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD TAS 202-94 Design Loads +50.0 psf, - 50.0 psf. Specimen 1 (Out-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.308" N/A Test 30 75.0 Door(1) 0.522" 0.050" Door(2) 0.719" 0.265" Mullion(3) 0.491" 0.036" Range of test time actual load deflection perm. set Negative loads (seconds) psf 112 Test 30 37.5 Design 30 50.0 Mullion(3) 0.288" N/A Test 30 75.0 Door(1) 4.015" 0.282" Door(2) 2.379" 0.269" Mullion(3) 0.540" 0.032" Mullion-max allowable deflection at design is(L/ 180) 96.75 / 180= 0.538" Mullion- max allowable set after test load is(.4%x L) .004 x 96.75 = 0.387" Door-max allowable set after test load is(.4%x L) .004 x 95.25" = 0.381" STATIC AIR PRESSURE TESTS CON'T Design Loads + 47.5 psf, - 47.5 psf Spe ' en 2 (In-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 35.625 Design 30 47.5 Mullion (3) 0.293" N/A Test 30 71.25 Door(1) 1.613" 0.047" Door(2) 2.611" 0.266" Mullion(3) 0.416" 0.060" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 35.625 Design 30 47.5 Mullion(3) 0.330" N/A Test 30 71.25 Door(1) 0.826" 0.046" Door(2) 0.855" 0.096" Mullion(3) 0.498" 0.062" Mullion-max allowable deflection at design is(L/ 180) 97.8125/ 180 = 0.543" Mullion-max allowable set after test load is(.4%x L) .004 x 97.8125 =0.391" - Door-max allowable set after test load is(.4%x L) .004 x 95.25 =0.381" Page 7 of 14 Plastpro Inc i Nanya Plastics Corp Repot No. CTLA-932W STATIC AIR PRESSURE TESTS Cont. Design Loads +50.0 psf, - 50.0 psf. Specimen 4 (Out-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.191" N/A Test 30 75.0 Door(1) 0.638" 0.089" Door(2) 0.709" 0.106" Mullion(3) 0.310" 0.048" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.207" N/A Test 30 75.0 Door(1) 2.685" 0.219" Door(2) 1.926" 0.202" Mullion (3) 0.315" 0.039" Mullion-max allowable deflection at design is (L/ 180) 96.75/ 180= 0.538" Mullion-max allowable set after test load is (.4%x L) .004 x 96.75 =0.387" Door-max allowable set after test load is (.4%x L) .004 x 95.25 =0.381" Design Loads + 50.0 psf, - 50.0 psf, Specimen 5 (In-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 48.75 Design 30 65.00 Mullion (3)0.231" N/A Test 30 97.50 Door (1) 1.586" 0.168" Door (2) 2.648" 0.170" Mullion(3) 0.661" 0.048" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 48.75 Design 30 65.00 Mullion(3)0.218" N/A Test 30 97.50 Door T (1) 0.721" 0.052" Door B (2) 0.886" 0.064" Mullion(3)0.554" 0.010" (3) Mullion - Max. allowable deflection at design load(U180) 81.8125 / 180 =0.454" (3)Mullion- Max. allowable perm. set at test load (0.4% of span) .004 x 81.8125= 0.327" Q. Door - Max. allowable perm. set at test load (0.4% of span) .004 x 79.25 = 0.381" VV_ Page 8 of 14 PlavVro Inc I Nanya Plastics Corp Report No. CTLA-932W EUPACT TEST- LARGE MISSILE Impact tests were conducted in accordance with DCBCCD TAS 201-94. Note: X measurement from left edge of specimen. Y measurement from top edge of test specimen. Tuve and weight of missile: # 2 Southern Yellow Pine 2x4, Length approx. 89-5/16"& 9 lb. Specimen 1,2,4.5. (Out-swing & Inswing) Specimens 3 & 6(Out-swing) 3 1 3 6 ❑7 0 o 0 0 o a 9 6 OXX0 XX Specimen 1 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. I 1, 50.1 19.0" 47.0" 2. 2. 50.2 26.0" 78.0" 3. 3. 50.5 35.0" 47.0" 4. 4. 50.2 57.0" 47.5" 5. 5. 50.4 61.0" 78.0" 6. 6. 50.3 75.0" 47.0" 7. 7. 50.1 93.0" 47.0" 8. 8. 50.0 97.0" 78.0" 9. 9. 50.2 92.0" 90.0" 10. 10. 50.3 112.0" 47.0" 11. 11. 50.3 130.0" 47.0" 12. 12. 50.1 135.0" 78.0" None of the impacts penetrated the specimen and all locks remained engaged. Page 9 of 14 Plastpro 1w/Nanya Plastica Corp Rcp to No. CTLA-932 W Specimen 2 (In-swing) Impact No, Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.2 19.0" 48.0" 2. 2. 50.1 26.0" 77.0" 3. 3. 50.3 36.0" 47.0" 4. 4. 50.5 57.0" 47.0" 5. 5. 50.2 62.0" 77.0" 6. 6. 49.8 75.0" 48.0" 7. 7. 50.1 93.0" 48.0" 8. 8. 50.3 98.0" 77.0" 9. 9. 50.1 92.0" 91.0" 10. 10. 50.3 111.0" 47.0" 11. 11. 50.4 131.0" 47.0" 12. 12. 50.5 135.0" 77.0" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 4 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.1 19.0" 38.0" 2. 2. 50.2 26.0" 65.5" 3. 3. 50.3 36.5" 38.5" 4. 4. 50.5 57.5" 41.0" 5. 5, 50.1 62.0" 64.5" 6. 6. 49.9 74.0" 35.0" 7. 7. 49.8 92.0" 41.0" 8. 8. 49.9 98.0" 64.0" 9. 9. 50.1 93.0" 76.0" 10. 10. 49.9 112.0" 38.0" ll. 11. 50.1 131.0" 39.0" 12. 12. 50.3 136.0" 64.5" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 5 (In-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.5 19.5" 39.0" 2. 2. 49.8 26.5" 67.0" 3. 3. 50.4 35.0" 38 0" 4. 4. 50.3 58.0" 40.0" 5. 5. 50.2 62.0" 65.0" 6. 6. 50.5 76.0" 37.0" 7. 7. 50.5 92.0" 40.0" 8. 8. 50.2 97.0" 65.0" 9. 9. 50.1 91.0" 75.5" 10. 10. 50.1 112.0" 38.0" 11. 11. 50.2 130.0" 38.5" 12. 12. 50.5 135.0" 64.5" r None of the impacts penetrated the specimen and all locks remained engaged. Page 10 of 14 Plastpro Inc/Nanya Plastics Corp Report No. CTIA-932W Specimen 3 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.3 19.5" 47.5" 2. 2. 50.5 26.0" 91.0" 3. 3. 50.2 37.0" 44.0" 4. 4. 49.9 57.0" 47.5" 5. 5. 50.4 63.0" 90.5" 6. 6. 50.2 57.0" 93.0" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 6 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.5 20.0" 39.0" 2. 2. 49.9 25.5" 67.0" 3. 3. 50.3 37.0" 36.0" 4. 4. 50.2 57.5" 38.5" 5. 5. 49.9 63.0" 68.0" 6. 6. 50.5 58.0" 74.0" None of the impacts penetrated the specimen and all locks remained engaged. FATIGUE LOADING TEST Cycle tests were conducted in accordance with DCBCCD TAS 203 Specimen 1 (Out-swing ) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.250" .0625" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.5" .000" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged, There were no cracks longer than 5" x 1/16" through which air could pass observed. The door was operable at end of test. Page 11 of 14 Plastpro Inc/Nanya Plasties Corp Report No. CTIA-932W Specimen 2 (In-swine Design Load psf = + 47.5 psf, - 47.5 psf Positive loads Range of Test # Cycles Load CycleslMin. 0.2 to 0.5 3500 23.75 PSF 56 0.0 to 0.6 300 28.5 PSF 56 0.5 to 0.8 600 38.0 PSF 56 0.3 to 1.0 100 47.5 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 47.5 PSF 56 0.5 to 0.8 1050 38.0 PSF 56 0.0 to 0.6 50 28.5PSF 56 0.2 to 0.5 3350 23.75 PSF 56 4500 cycles completed Def Set 1.500" .250" Specimen 3 (Out-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.125" .125" n� Page 12 of 14 PWApro Inc/Nanya Plastics Corp Repoli No. Cn-A-932W FATIGUE LOADING TEST Con't Cycle tests were conducted in accordance with DCBCCD PA 203 Specimen 4 (Out-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test #Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set .875" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.500" .250" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged. There were no cracks longer than 5" x 1/16"through which air could pass observed. The door was operable at end of test. Specimen 5 (In-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cvcles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set / 1.00" .250" ,. , Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remain..ed engaged. There were no cracks longer than 5"x 1/16" through which air could pass observed. The door was operable at end of test. r b tj Page 13 c f 14 Pla4ro Lx:/Nanya Plastics Corp Report.No. CTLA-932 W FATIGUE LOADING TEST Con't Cycle tests were conducted in accordance with DCBCCD TAS 203 Specimen 6 (Out-swing ) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 0.500" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 0.750" .000" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged. There were no cracks longer than 5" x 1/16" through which air could pass observed. The door was operable at end of test. (5) DRAWINGS TO BE SUBMITTED: Submittal drawing as supplied by Nan ya Plastics Corporation/Plastpro Inc signed and sealed by this laboratory, video tape of the testing, Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Remarks: The results obtained and reported apply only to the specimens tested. Detailed drawings were available for laboratory records and comparison to the test specimens at the time of this report. A copy of this report along with representative sections of the test Specimen will be retained by CTL for a period of ten(10) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test Results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the anufacturer. Page 14 of 14 Plastpro Inc/Nanya Plastics Corp Report No. CTIA-932W Observers: Gimmy Yang Nan ya/Plastpro Dade County Witness: Not present All Tests Witnessed by: Ramesh Patel, P.E. Chris Bennett, CTL Ted Scanlon, CTL Rames�i Patel, P. E. Florida Reg #20224 1 Certified Testing Laboratories, Inc. Christopher Benn Laboratory Manager Architectural Division cc: Nan ya/Plastpro (3) Dade County (1) Ramesh Patel (1) File (1) RTIFIED ESTING ABORATORIES CES Architectural Division • 7252 Narcoossee Rd. • Orlando,FL 32822 (407)384-7744 • Fax(407)384-7751 �QAc Web Site: www.ctlarch.com OCQ E-mail: ctlarch.com Report No.: CTLA 932W DC Not. No. 02022 Date: January 17, 2003 CTL Certification # 02-0429-03 Test Dates: October 4, to 27, 2002 Test Requested BY - Plastpro Inc/Nanya Plastics Corp 9 Peach Tree Hill Road Livingston, NJ 07039 Tests Conducted: TAS 201 (Large Missile) TAS 202 & TAS 203 (with no deviations) Design Pressures - Specimen 1, 4. (TAS 201 PA202 & 203) Out-swing + 50.0 psf- 50.0 psf. Specimens 2. (TAS 201 PA202 & 203) In-swing +47.5 psf. 47.5 psf. Specimens 5. (TAS 201 PA202 & 203) In-swing + 50.0 psf. -50.0 psf. Specimens 3,6. (TAS 201 & 203) Out-swing + 50.0 psf. -50.0 psf. (1) DESCRIPTION OF SERIES: Model Designation— Specimen # 1 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 2 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 3 Nanya/Plastpro Fiberglass Glazed Double Door Specimen#4 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 5 Nanya/Plastpro Fiberglass Glazed Double Door with/Glazed Side Lites Specimen# 6 Nanya/Plastpro Fiberglass Glazed Double Door APPROVED Overall Size— Specimen 1, Out-swing 149.0" x 96.75" CITY OF ATLANTIC BEACH Specimen 2 In-swing 149.0" x 97.8125" BUILDING OFFICE Specimen 3 Out-swing 74.0" x 96.75" NOV 01 2005 Specimen 4 Out-swing 149.0" x 80.75" Specimen 5 In-swing 149.0" x 81,8125" �( Specimen 6 Out-swing 74.0" x 80.75" Configuration— Specimens# 1,2,4,5-Fiberglass Glazed and Opaque Double Door w/Side Lites OXXO Specimens #3, 6. Fiberglass Glazed Double Door XX Page 2 ofd 4 Plastpro Inc/Nanya Plastics Corp Report No. CTIA-932W No. & Size of Doors- Specimen# 1,2. (1) act+ive panel - 35.75" wide x 95.25" high (1) in-active panel - 35.75" wide x 95.25" high (2) side lite panels- 35.75" wide x 95.25"high Specimens# 3, (1) active panel - 35.75" wide x 95.25" high (1) in-active panel - 35.75" wide x 95.25" high Specimen#4,5, (1) active panel - 35.75" wide x 79.25" high (1) in-active panel - 35.75" wide x 79.25" high (2) side lite panels- 35.75" wide x 79.25" high Specimens# 6, (1) active panel - 3 5.75" wide x 79.25" high (1) in-active panel - 35.75" wide x 79.25" high (2) MATERIAL CHARACTERISTICS: Frame and Door Material-Frame jambs&Frame head are Finger joint Eastern White Pine. Frame Construction: _The header and hinge jambs are finger jointed pine (stated by mfg.)measuring 4.5625" x 1.2187". The header and jambs are mortised butted and joined using(2)# 8 x 2" Phillips flat head screws. Each hinge jamb has(4) hinge mortises located at 8.8125", 34.3125", 59.8125" and 85.3125" from the top of the frame down. The thresholds tested were QISH 36FN aluminum adjustable Inswing and QOSH36FN Outswing sill by Builders Hardware/Press Rite, Inc. The threshold is notched and butted to the side jambs and attached with(2) # 8 x 2" Phillips flat head screws at each end. Door Panel Construction: The 8'-0"panel is constructed of nan ya fiberglass(.095")thick skins. The interior cavity of door is filled with PU foam flush type. The top rail is constructed of foam PVC and measured 1.5937' wide x 1.125" high x 35.125" long. The bottom rail is constructed of foam PVC and measured 1.5937" wide x 1.125" high x 35.125"long. The hinge stile is constructed with one (1) piece of wood measuring 3.5937" wide x 1.5937" high x 93" long, one(1) piece of foam PVC measuring 1.750" wide x .6875" high x 95.25" long and one (1) piece of steel reinforcement measuring 1.5312" x .125" x 84" long. The lockstile is constructed with one (1)piece of wood measuring 3.5937" wide x 1.5937" high x 93" long, one (1) piece of foam PVC measuring 1.750" wide x .6875" high x 95.25" long and one(1) piece of steel reinforcement measuring 1.5312" x .125" x 84" long. Aluminum"T" astragal was attached to the inactive leaf with eleven (11) # 8 x 3" Phillips square head SMS and six(6) # 10 x 2.5" Phillips flat head SMS for all 8'-0"(Outswing). Aluminum"T" astragal was attached to the inactive leaf with thirteen(13)# 8 x 3" Phillips square head SMS and six (6) # 10 x 2.5" Phillips flat head SMS for all 8'-0"(Inswing). Door Panel Construction: The 6'-8"panel is constructed of fiberglass(0.075@) thick skins. The interior cavity of each door is filled with Polyurethane foam. Flush or embossed type . The top&bottom rails are foam PVC plastic and measured 1.5937" wide x 1.125"high x full length. The hinge stile is constructed with one(1) piece of foam PVC plastic measuring 1.5937" wide x 1.200" high and one piece of wood reinforcement measuring 1.5937" wide x .790" high x 77"long. The lockstile is constructed with one (1) piece of foam PVC plastic measuring 1.5937" wide x 1.200" high and one(1) piece of wood measuring 1.5937" wide x .790" high x full length and one(1) wooden lockbox measuring 1.5937"wide x 2.364" high x 20" long. The fiberglass skin is glued to door panel. Both skins interlock into each other at lockstile. Aluminum"T" astragal was attached to the inactive leaf with ten (10) # 8 x 3"Phillips square head SMS and four(4) # 10 x 2.5" Phillips flat head SMS for all 6'-8"(Outswing). Aluminum"T" astragal was attached to the inactive leaf with nine (9)# 8 x 3" Phillips square head SMS and four(4) # 10 x 2.5" Phillips flat head SMS for all 8'-0"(Inswing)./5'_VA Glazing: - All Specimens 1" Laminated unit by Taiwan Glass (stated by mfg.), consisting o '' tempered glass outboard lite/Aluminum spacer bar 1125" annealed glass .090" laminate/ .125" annealed. '4(P Page 3 of.14 PtastM Inc/Nanya Plastics Corp R--pat No. COLA-932W Glazing Method— All Specimens The door panel & sidelite sashes are flush glazed into the fiberglass lite frame exterior the lite frame is captured in the sash skin. The interior is fitted with a flush 3/4" glazing bead the glazing bead is friction fitted into the frame. The door panels& sidelite sashes are sandwich glazed into the fiberglass panels with 48 x 1.5" panhead lite frame screw. Daylight Opening - All 8ft lites 21" x 79" All 6-8"flush Res 21"x 63" All 6-8"insert lites 26.25"x 65.9375" Weather-stripping— All Specimens - Schlegel Q-Lon 650 weatherstrip (1) row header and (1) row length of each jamb. Inswing four(4)-fin weather stop 3647/Holm Industries Two (2)Endura simple solution corner pads located one(1) bottom of each door frame jamb. Hardware— Specimens#1,2,3, (1) Kwikset Titan Max Latchbolt located 59.375" from top of door panel (1)Kwikset Titan Deadbolt located 53.875" from top of door panel. (8)4" butt type hinges by Penrod First hinge located 8.8125" from the top of the frame down with(3) more spaced 25.5" on center thereafter. Specimens #4,5,6 (1)Kwikset Titan Max Latchbolt located 59.375" from top of door panel (1) Kwikset Titan Deadbolt located 53.875" from top of door panel. (6) 4" butt type hinges by Penrod First hinge located 8.8125" from the top of the frame down with(2) more spaced 30" on center thereafter. Weeuholes - None Muntins - None Reinforcement- One piece of steel flat bar measuring 1.5312"wide x .125" thick x 84" long located in each door panel lock stile and hinge stile attached to the wood stile with twelve (12) .3437" x .5937" nylon screws. Six(6) in each jamb 2" from each end 16" on center thereafter in 8'-0" panel only. Sealant- Silicone caulking as needed to seal unit into rough opening. Additional Description - All specimens were installed in a 2"x 12" PT wooden test buck. (3)INSTALLATION: Screws and Method of Attachment—Specimens 1, & 3(30)-# 8 x 3" Phillips square drive screws, and(6)# 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Each frame—(1) @ 4.5" from each vertical end and(4)more equally spaced on field. (6# 8 x 3")Door Head — @ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6 910 x 2.5") Out-swing door threshold—@ 4.5", from each mullion, 4.5" each side of center line d mid-span between center line and jamb measuring from the left side of the frame going to the right_ Sidelites—(3 # 8 x 3") Head and Sill @ 4.5" from each end and mid-span Z' (6# 8 x 3") Each Jamb @ 4.5" from each vertical end and(4) more equally spaced o ` Page 4 of 14 Plastpro Inc/Nanya Plastics Cap Rcpmt No. CTLA-932W (3) INSTALLATION Con't: Screws and Method of Attachment-Specimens 1, & 2 (30) - #8 x 3" Phillips square drive screws, and (6)# 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6# 8 x 3") Door Head -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6 #10 x 2.5")Door Sill threshold-@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Sidelites-(3 # 8 x 3")Each Head and Sill @ 4.5" from each end and mid-span (6 #8 x 3") Each Jamb @ 4.5" from each vertical end and (4)more equally spaced on field Specimen 3. (18) - # 8 x 3"Phillips square drive screws, and(6) # 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Each frame Jamb- (1) @ 4.5" from each vertical end and(4)more equally spaced on field. (6 #8 x 3")Frame Head -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6 #10 x 2.5")Frame Sill threshold -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Specimens 4, & 5 (28) - # 8 x 3" Phillips square drive screws, and (6)# 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Door Head - @ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6#10 x 2.5")Door Sill threshold-@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Sidelites- (3 # 8 x 3") Each Head and Sill @ 4.5" from each end and mid-span (5 # 8 x 3") Each Jamb @ 4.5" from each vertical end and(3)more equally spaced on field Specimen 6. (16) -# 8 x 3" Phillips square drive screws, and(6) # 10 x 2.5" Phillips flat head self-tapping screws located as follows: (6 # 8 x 3")Each frame Jamb-(1) @ 4.5" from each vertical end and (3) more equally spaced on field. (6# 8 x 3")Door Head -@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right (6#10 x 2.5")Door Sill threshold-@ 4.5", from each mullion, 4.5" each side of center line and mid-span between center line and jamb measuring from the left side of the frame going to the right. Page 5 of 14 Plastpro Inc I Nanya Plastics Corp Resod No. CTIA-932W (4) SEQUENCE OF TESTS PERFORMED: Test Results: Test Sequence: TAS 202 Deflection Gauges Set At Xs 1. Air Infiltration 1 2. '/2 Test Pressure Positive 3. '/2 Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative O T. 6. Water Infiltration Positive Direction 3 O ' 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry r" 2 Q X X 0 Deflection was measured with three (3) CDI 5" Dynavision Lasers location# 1-SN S 1002141, location#2-SN S 1002142, location# 3 SN S 1002144 AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD TAS 202-94 Air at 1.57 psf Actual Allowable Specimen 1 Out-swing 0.01 CFM/SQ FT 0.34 CFM/SQ FT Specimen 2 In-swing 0.03 CFM/SQ FT 0.34 CFMISQ FT Specimen 4 Out-swing 0.04 CFM/SQ FT 0.34 CFNVSQ FT Specimen 5 In-swing 0.02 CFM/SQ FT 0.34 CFM/SQ FT WATER INFILTRATION TEST Water Infiltration Test was conducted in accordance with DCBCCD TAS 202—94 Specimen 1 Out-swing Water @ 4.5 psf for 15 nun. No water penetration over sill. Specimen 2 In-swing Water @ 2.86 psf for 15 min. No water penetration over sill. Specimen 4 Out-swing Water @ 4.5 psf for 15 min. No water penetration over sill, Specimen 5 In-swing Water @ 2.86 psf for 15 min. No water penetration over sill. 17 Page 6 of 14 Plastpro Inc/Nanya Plastics Corp Report No. CTLA-932W STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD TAS 202-94 Design Loads +50.0 psf, - 50.0 psf. Specimen 1 (Out-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.308" N/A Test 30 75.0 Door(1) 0.522" 0.050" Door(2) 0.719" 0.265" Mullion(3) 0.491" 0.036" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.288" N/A Test 30 75.0 Door(1) 4.015" 0.282" Door(2) 2.379" 0.269" Mullion(3) 0.540" 0.032" Mullion- max allowable deflection at design is(L/ 180) 96.75 / 180= 0.538" Mullion-max allowable set after test load is(.4%x L) .004 x 96.75 = 0.387" Door-max allowable set after test load is(.4% x L) .004 x 95.25" = 0.381" STATIC AIR PRESSURE TESTS CON'T Design Loads + 47.5 psf, - 47.5 psf. Specimen 2 (In-swing) Range of test time actud-1-o-ad deflection perm. set Positive loads (seconds) psf 1/2 Test 30 35.625 Design 30 47.5 Mullion (3) 0.293" N/A Test 30 71.25 Door(1) 1.613" 0.047" Door(2) 2.611" 0.266" Mullion (3) 0.416" 0.060" Range of test time ctual to deflection perm. set Negative loads (seconds) psf 1/2 Test 30 35.625 Design 30 47,5 Mullion (3) 0.330" N/A Test 30 71.25 Door(1) 0.826" 0.046" Door(2) 0.855" 0.096" Mullion(3) 0.498" 0.062" Mullion-max allowable deflection at design is(L/ 180) 97.8125 / 180=0.543" Mullion-max allowable set after test load is(.4%x L) .004 x 97.8125 =0.391" Door-max allowable set after test load is(.4% x L) .004 x 95.25 =0.381" Page 7 of 14 Plastpro Inc i Nanya Plastics Corp Repori No. CTIA-932W STATIC AIR PRESSURE TESTS Cont. Design Loads +50.0 psf, - 50.0 psf. Specimen 4 (Out-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.191" N/A Test 30 75.0 Door(1) 0.638" 0.089" Door(2) 0.709" 0.106" Mullion (3) 0.310" 0.048" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion(3) 0.207" N/A Test 30 75.0 Door(1) 2.685" 0.219" Door(2) 1.926" 0.202" Mullion(3) 0.315" 0.039" Mullion-max allowable deflection at design is (L/ 180)96.75/ 180=0.538" Mullion-max allowable set after test load is (.4%x L) .004 x 96.75 =0.387" Door-max allowable set after test load is(.4%x L) .004 x 95.25 =0.381" Design Loads + 50.0 psf, - 50.0 psf. Specimen 5 (In-swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 48.75 Design 30 65.00 Mullion(3)0.231" N/A Test 30 97.50 Door (1) 1.586" 0.168" Door (2) 2.648" 0.170" Mullion(3) 0.661" 0.048" Range of test time actual load deflection perm. set Negative loads (seconds) psf 1/2 Test 30 48.75 Design 30 65.00 Mullion(3) 0.218" N/A Test 30 97.50 Door T (1) 0.721" 0.052" Door B (2) 0.886" 0.064" Mullion(3) 0.554" 0.010" (3) Mullion - Max. allowable deflection at design load (1,/180) 81.8125 / 180 = 0.454" (3)Mullion- Max. allowable perm. set at test load (0.4% of span) .004 x 81.8125= 0.327" Q. Door - Max. allowable perm. set at test load (0.4% of span) .004 x 79.25 = 0.381" V Page 8 of 14 Plastpro Ina/Nanya Plastics Corp R"No. CTT.A-932W IMPACT TEST- LARGE MISSILE Impact tests were conducted in accordance with DCBCCD TAS 201-94. Note: X measurement from left edge of specimen. Y measurement from top edge of test specimen. Type and weight of missile: # 2 Southern Yellow Pine 2x4, Length approx. 89-5/16" & 9 lb. Specimen 1,2,4.5. (Out-swing& Inswing) Specimens 3 & 6(Out-swin2 ) 3 1 3 ] 6 F7] 0 1 [12 o 0 o a s 9 6 OXXp XX Specimen 1 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.1 19.0" 47.0" 2. 2. 50.2 26.0" 78.0" 3. 3. 50.5 35.0" 47.0" 4. 4. 50.2 57.0" 47.5" 5. 5. 50.4 61.0" 78.0" 6. 6. 50.3 75.0" 47.0" 7. T 50.1 93.0" 47.0" 8. 8. 50.0 97.0" 78.0" 9. 9. 50.2 92.0" 90.0" 10. 10. 50.3 112.0" 47.0" 11. 11. 50.3 130.0" 47.0" 12. 12. 50.1 135.0" 78.0" None of the impacts penetrated the specimen and all locks remained engaged. Page 9 o€14 PtwKo Inc I Nanya Plastics Carp Repurt No. CTLA 932W Specimen 2 (In-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.2 19.0" 48.0" 2. 2. 50.1 26.0" 77.0" 3. 3. 50.3 36.0" 47.0" 4. 4. 50.5 57.0" 47.0" 5. 5. 50.2 62.0" 77.0" 6. 6. 49.8 75.0" 48.0" 7. 7. 50.1 93.0" 48.0" 8. 8. 50.3 98.0" 77.0" 9. 9. 50.1 92.0" 91.0" 10. 10. 50.3 111.0" 47.0" 11. 11. 50.4 131.0" 47.0" 12. 12. 50.5 135.0" 77.0" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 4 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.1 19.0" 38.0" 2. 2. 50.2 26.0" 65.5" 3. 3. 50.3 36.5" 38.5" 4. 4. 50.5 57.5" 41.0" 5. 5. 50.1 62.0" 64.5" 6. 6. 49.9 74.0" 35.0" 7. 7. 49.8 92.0" 41.0" 8. 8. 49.9 98.0" 64.0" 9. 9. 50.1 93.0" 76.0" 10. 10. 49.9 112.0" 38.0" ll. 11. 50.1 131.0" 39.0" 12. 12. 50.3 136.0" 64.5" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 5 (In-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.5 19.5" 39.0" 2. 2. 49.8 26.5" 67.0" 3. 3. 50.4 35.0" 38.0" 4. 4. 50.3 58.0" 40.0" 5. 5. 50.2 62.0" 65.0" 6. 6. 50.5 76.0" 37.0" 7. 7. 50.5 92.0" 40.0" 8. 8. 50.2 97.0" 65.0" 9. 9. 50.1 91.0" 75.5" 10. 10. 50.1 112.0" 38.0" 11. 11. 50.2 130.0" 38.5" J t L 12. 12. 50.5 135.0" 64.5" r None of the impacts penetrated the specimen and all locks remained engaged. Page 1Q of 14 Plastpra Inc/Nanya Plastics Corp Report No. CTLA-932W Specimen 3 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.3 19.5" 47.5" 2. 2. 50.5 26.0" 91.0" 3. 3. 50.2 37.0" 44.0" 4. 4. 49.9 57.0" 47.5" 5. 5. 50.4 63.0" 90.5" 6, 6. 50.2 57.0" 93.0" None of the impacts penetrated the specimen and all locks remained engaged. Specimen 6 (Out-swing) Impact No. Impact loc. Speed Ft/Sec. X Meas. Y Meas. 1. 1. 50.5 20.0" 39.0" 2. 2. 49.9 25.5" 67.0" 3. 3. 50.3 37.0" 36.0" 4. 4. 50.2 57.5" 38.5" 5. 5. 49.9 63.0" 68.0" 6. 6. 50.5 58.0" 74.0" None of the impacts penetrated the specimen and all locks remained engaged. FATIGUE LOADING TEST Cycle tests were conducted in accordance with DCBCCD TAS 203 Specimen 1 (Out-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.250" .0625" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.5" .000" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged. There were no cracks longer than 5" x 1/16" through which air could pass observed. The door was operable at end of test. y� 6 D 1j Page I 1 of 14 Plastpro Inc/Nanya Plastics Corp Rcpt No. MA-932W Specimen 2 (In-swine Design Load psf = + 47.5 psf, - 47.5 psf Positive loads Range of Test # Cycles Load CvclesMn. 0.2 to 0.5 3500 23.75 PSF 56 0.0 to 0.6 300 28.5 PSF 56 0.5 to 0.8 600 38.0 PSF 56 0.3 to 1.0 100 47.5 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cycle&%lin. 0.3 to 1.0 50 47.5 PSF 56 0.5 to 0.8 1050 38.0 PSF 56 0.0 to 0.6 50 28.5PSF 56 0.2 to 0.5 3350 23.75 PSF 56 4500 cycles completed Def Set 1.500" .250" Specimen 3 (Out-swingl Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set L 125" .125" ^� , Page 12 of 14 PW4pro Inc/Nanya Plastics Cap Repot No. CTIA-932W FATIGUE LOADING TEST Con't Cycle tests were conducted in accordance with DCBCCD PA 203 Specimen 4 (Out-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test #Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set .875" .000" Negative Loads Range of Test # Cycles Load CycleVNIin. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.500" .250" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged. There were no cracks longer than 5" x 1/16"through which air could pass observed. The door was operable at end of test. Specimen 5 (In-swing) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 1.00" .000" Negative Loads Range of Test # Cycles Load Cycles/Min- 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 1.00" .250" , Specimen showed no resultant failure or duress after cycle test, No failure of fasteners. Locks remained engaged. There were no cracks longer than 5"x 1/]6"through which air could pass observed. The door was operable at end of test. r O Page 13 of 14 Plastpro Inc/Nanya Plastics Corp Irepod No. C LA-932 W FATIGUE LOADING TEST Con't Cycle tests were conducted in accordance with DCBCCD TAS 203 Specimen 6 (Out-swim ) Design Load psf = + 50.0 psf, - 50.0 psf Positive loads Range of Test # Cycles Load Cycles/Min. 0.2 to 0.5 3500 25.0 PSF 56 0.0 to 0.6 300 30.0 PSF 56 0.5 to 0.8 600 40.0 PSF 56 0.3 to 1.0 100 50.0 PSF 56 4500 cycles completed Def Set 0.500" .000" Negative Loads Range of Test # Cycles Load Cycles/Min. 0.3 to 1.0 50 50.0 PSF 56 0.5 to 0.8 1050 40.0 PSF 56 0.0 to 0.6 50 30.0 PSF 56 0.2 to 0.5 3350 25.0 PSF 56 4500 cycles completed Def Set 0.750" .000" Specimen showed no resultant failure or duress after cycle test. No failure of fasteners. Locks remained engaged. There were no cracks longer than 5"x 1/16" through which air could pass observed. The door was operable at end of test. (5) DRAWINGS TO BE SUBMITTED: Submittal drawing as supplied by Nan ya Plastics Corporation/Plastpro Inc signed and sealed by this laboratory, video tape of the testing, Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Remarks: The results obtained and reported apply only to the specimens tested. Detailed drawings were available for laboratory records and comparison to the test specimens at the time of this report. A copy of this report along with representative sections of the test Specimen will be retained by CTL for a period of ten (10) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test Results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the anufacturer. � PD Paget 4,of 14 Plastpto Inc/Nanya Plastics Corp Rgio t No. CTIA-932W Observers: Gimmy Yang Nan ya/Plastpro Dade County Witness: Not present All Tests Witnessed by: Ramesh Patel, P.E. Chris Bennett, CTL Ted Scanlon, CTL Rames Patel, P. E. Florida Reg #20224 1 Certified Testing Laboratories, Inc. Christopher Benn Laboratory Manager Architectural Division cc: Nan ya/Plastpro (3) Dade County (1) Ramesh Patel (1) File (1) 30 y Fi'rs7"S7'. iV1? al 0 X T N � A fl U (.Q�3i� 96'6#0 - U� o Q loo .0.9 U. Ap- a� L �•ti V it'd !n --' a W a g it .� Q1- g � �r ;Q w LL. 0 U) � 3 _ 1 it Wm'� a t=? N 146 co d' w a a. Q �.• • to 1 82 S �� Q W 'im � imxp na ~_ �.. w3 . z aatNti�e loo *QS a. a CY CL �?a MAP SHOWING SURVEY OF TH NORTH 65 . 00 FEET OF LOTS 1 AND BLOCK 2 , ATLANTIC 131?ACII SU13D l V.I S1'0 N 3 , A. ., AS RECORDED DUIN PLAT BOOK.,5 , PAGE 69 OF THE CURRENT' PU131.,1C hLCOItDS OI' VAL COUNTY, FLORIDA. -y � a ��+t Fea.�o fry / 0 ,0 0 rp'`� c�e'A2 ,90 4Pa ` .G ¢ Gs' Z 9�,, ;. .huX G P-lr% 5 }` '•ka} �`,��� Y,.� �� Iti' \..�. 1h � ��v r.,•tiw IPA WQGL � � •. r t R. 't r aa. r f �. 1 f • �tiw 5 gl �,', � O � �„� �, L { _�.,a,��y '�.-,�a� .• .�;`�� ..al -Q��ai: � :,� e�.`'�}.Z:` � , �' :1�,: 0 :lir ' 'i f 'i �`'F• ..� p�� �xa' �X t� f .�2��Y� A'� .�.\`V y, N ���•�.; 3• ;u�{�/GG� XX � �. b1 +�y5. ft' vi n,xtE 1 l} 4.- R �Q�•v �Z[/ fly. O \ U F r5 '.� �. 5 , ,� W l \ ""w� 2o.,/ /-0 p O O N v .r cc E.vt. °►� ate' Tye . h!/.PV�-`-'Y o I . y r� r t is W 7W S /h ,/ 0ov.✓/,.4 QY fix-VEY. u,✓E5 /3Y /�G,�T .s,� TN/h /J2o.oE•eTY L/E� /.tel �'G_�oO Zc+•✓r "��y/� ,I.pEil ori ,�,G,�./i,�'AG cGco�v TY ��•c/�c �tlQ iPoo7S . HEREBY CERTIFY TO: • . THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL. STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 21 HH-6 FLORIDA He A, DURDEN ADMINI RATION CODE. o 4� & ASSOCIATES v,? INC. tti 77 Ly. FlOR101:10[.GHxT r;N[ URVLYOR NO. 4:--,�gg LAND 'Y `: SURVEYORSSIGNED _ �< Poet Office Box 50670 } , 1103 South Third street 'r. SCALE F Jacksonville Beach,Florida 32250 a� F t r THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SI OF Y p b R { : �', �.. p' • -.:fYi �4f r 'a3N'J19 3A08V 3H1 d0 1V3S 3H1 HIIM a3SSOSH3 SI 1NIUd SIHI SS3'lNn OI1VA ION A3Aans SIHI t Osage •PPOW'40908 onIAuompQr O2 :3'lY:)S 1"JIS PJI4l 41nOS co l! , OL908 x0g 03440 loud ; SHOA3Aans aN1/'1 Cf'�/ 'ON M0A11A U n 31W7 'ONI UL9IOW 11111t101J -� S31dioOSSv 1 ' OILI01A 9-HH I t .Lc O NO' 'Y" 131NINGY 2ff Fl0 ONVO rS3.Ln.Lvls V1718013 N308n® ,V ,H LZO'ZLv NOUZ)36 OI INVnsund 'SHOA3Auns ❑NV'1 d0 Ar CLIYOU YC31801-4 3H1 AS H.LMOd 136 SV SOLdVaNVIS 1V:)INH031 WnvvNIW 3HI S133W A3Auns SIH11VH1 :01 AAI.LU30 A83U3H i i000 SLooZi oN �vriyviv oo X86/ B/ 7il/dY' o?�i/1�7/ c'�'iv deo�✓� ' 4/v/00077t"//,'�/✓�Iv �0 1/�d r �/.'�i//l ' 1N7d ifrr/ S�T'i7 �o/17/r/!ri�T/ 9/>'/07�/7rd 1�) 1 v'7 rh t i g d' --------- — ob 2 lr_a7� oa� N O O O O/ o _ 5'6 e' O � �� `. O •V .A "IIS a _ j , O _ r4 ; C6 ' tfl Alp pg r 00 77 f \� E o os o C 12 2 7' r �a VGIUoga 'AJNOOD 'IVAnG .TO 31-11 00 69 99Vd IS >IOOII J V'Id NI (1310800S2i SV ' . Ku CZ JOI� I ' S9 11 JV HJ NOTSIA1CIMIS II:)VM ;) flf,NV'ILV ' Z MDO'M -io uj� Hns) S NIAA©MS cfVW f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030110 Date 4/14/05 Property Address . . . . . . 302 1ST ST Tenant nbr, name . . . . . . IRRIGATION SPRINKLER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ERO, JIM HULIHAN TERRITORY 302 1ST STREET P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 285-8505 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments *OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. it BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Lf o 5 Property Address: 36Q oaA,a_- Owner: Telephone#: 2?4 7 -5 46 1 Contractor: yS%6,� , Telephone 0 S Contractor Address:J177 $ . Fax#: a o a a3 0 Contractor Signature: , In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water j Sewer Water Heaters 1/ Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)2475800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us Revised 1/04 1� °II, CITY OF ATLANTIC BEACH I 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JAir Application Number . . . . . 05-00029682 Date 2/09/05 Property Address . . . . . . 304 1ST ST Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5270 Owner Contractor ------------------------ ------------------------ O'BANNON, PAULA SCHULTZ ROOFING 304 1ST STREET 216 N. 20TH STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-4505 (904) 246-2315 ---------------------------------------------------------------------------- Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5270 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING"DES. DES. BUILDING OFFICIAL \, rj'`�'�'✓ CC: CITY OF ATLANTIC BEACH D.Ford BUILDING / ZONING DEPARTMENT L.Higgins S.Doerr j 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 J TELEPHONE:(904)247-5800 _ FAX:(904)247-5845 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 015 — 201u00 -2— Property 01u00 -2—Property Address: 14 I S T S� Applicant: SG 4 U l�T2— ) 1v Project: R�- � C)U This permit application has been: aApproved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: L y— Date: a,((rg(o l ;tet sr•>>y j-l�� 3 v� _. CITY OF ATLANTIC BE . : LJ ROOFING PERMIT APPLI T 4 bAIiVG 8 OniTl &TICZ() � CH R1�� ,n�c; Q Dae / M � Job Address: 304 1st Street Owner of Pro e Paula R . O' Bannon P rty. Address: 304 1st St. , Atlantic Beach, Fl . Telephone: 241-4505 Contractor: Schultz Roofing Co. , Inc . State License Number: CCC036989 Contractor's Address: 216 N 20th Street Jacksonville Beach, Fl . 32250 Telephone: 246-2315 Fax: 247-3808 Scope of Work: PEp��bn0r4 }PMOF 1 30 -Qat)F Alurn FhVe_ Qr Deck Slope: Greater than 2:12 5�2 Less than 2:12 Valuation of work: SI-7 0. 0 0 Product Name(Example: Timberline): gM, PreS t j Q Vjz p JUS ST �,j rHir4 h Manufacturer (Example: GAF): ASTM Designation(s): I)'3Lb l Required Inspections: Sheathing and Final Signature of Owner: Signature of Contractor: Date: - / -O AS TO OWNER: Sworn to and subscribed before me this day of Zj� 20L0,'5_. State of Florida,County of Duval Notary's Signature: :':y•., ROSAUND CLARK ❑ rsonally known MY COMMISSION#DO 137721 %a; :'a' EXPIRES:August 25,2006 Produced identification ��;'; BMWTtwuNoteryPu*undmwdters Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this f day of State of Florida,County of Duval Notary's Signature: ROSAUND CLARK .: MY COMMISSION#DO 137721 Personally known EXPIRES:August 25,2006 ❑ Produced identification "'i of h�' Raided Thru Notary Public underwrbm Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 2/21/03 FS 713.13 __ _..... .__ Return to: (enclose self-addressed stamped envelope Name: Schultz Roofing Co. , Inc. Doc#2005041075,OR BK 12276 Page 1856, Address:216 N 20th Street Jacksonville Bch Number Pages: 1 F1 32250 Filed 8 Recorded 02/08i2005 at 0933 AM, This Instrument Prepared by: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 Name: Rosalind Clark Schultz Roofing Co. , Inc. Address: 216 N 20th St . Property AgtFj.q1Kgp lyjAkgtiotr'each, Fl . 32250 169736-000 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT 169736-0100 Permit No. Tax Folio No. N State of Florida County of Duval The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with chapter 713 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (include Street Address, if available) 304 1st Street Atlantic Beach, Fl . 5-69 21-2S-29E Atlantic Beach N6511 Lot 3 Blk 2 General description of improvements Shingle Re—roof Owner's Name Paula R . O' Bannon Address 304 1st Street Atlantic Beach, Fl . 32233 . Owner's Interest in site of the improvement Fee Simple Fee Simple Title holder(if other than owner) Address Phone: Fax: Contractor Douglas A. Schultz Schultz Roofing Co. , Inc. C Address 216 N 20th St Jsnvllle Beach, Fkne:904-246-2315 Fax: 904-2147-3808 Surety Phone: Fax: Address Amount of bond $ Londer's Name Address:_ Phone: Fax: Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- vided by Section 713.13(1)(a)7, Florida Statutes. Name Address Phone: Fax: _ In addition to himself, owner designates Of Phone: Fax: _ v to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date /o/f Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Paula R O' Bannon E Signature of Owner Printed Name of Owner LL NOTARY RUBBER STAMP SEAL I have relied upon the following identification of the Affiant SMv d ROSALIND CLARK 01 ;�R• ',: Sw o and subscrbed For me his day of 96 4' .: MY COMMISSION#DD 137721 EXPIRES:August 25,2006 Rf ?F` Bonded ThruNotery Public Underwrlters Notary Signature Printed Name CITY OF ATLANTIC BEACH ' r PERMIT CALCULATIONSHEET Date Address Permit fee based on dollar evaluation as indicated on permit application. Heated Square Footage @ 5 per sq ft= 5 Garage / Shed @ 5 per sq ft= S Carport/ Porch @ S per sq ft= S Deck @ S per sq ft= S Patio @ S per sq ft= S TOTAL VALUATION: 5 i 5 67 4Z4-0 535.00 1st 51000.00 S 535.00 Total Valuation S �{.2 S Remaining Value Per thousand or portion thereof: CONSTRUCTION TYPE: TOTAL BUILDING FEE S O ZONING: + 1/2 Filing Fee S _ FLOOD ZONE: ( ) Fireplaces @ S35.00 S . INEPERVIOUS SURFACE: nn BUELDING PERTNUT FEE S WATER RAPACT FEE S SEWER n1PACT FEE S WATER INEETERITAP S CA.PIT.A,L alPROVEMENT S SEWER TAP S C ( ) RADON HRS .0050 S SECTION H PAVTiNG S CROSS CONNECTION $ ST ( ) SURC$A,RGE S OTHER IT-6-4 S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 03-00026456 Date 7/11/03 Application Number 304 1ST ST Property Address . . • • • ' ADD STEPS TO FRONT PORCH Tenant nbr, name . . • . . Application description - - RESIDENTIAL ADD/RENOVATE/ALTER TO BE UPDATED Property Zoning . . • • • . - 300 Application valuation . . . - Contractor Owner --------- ------------------- O-BANNON, PAULA R. ---- OWNER 304 1ST STREET FL 32233 ATLANTIC BEACH (904) 241-4505 --------- ----- ---- Permit BUILDING PERMIT Additional desc . Plan Check Fee 17 Permit Fee . . . 35 . 00 Valuation 300 Issue Date . • . . Fee summary Charged Paid Credited ue ------- . 00 Permit Fee Total 35 .00 35. 00 . 00 . 00 Plan Check Total 17 . 50 17 .50 _00 . 00 Grand Total 52 .50 52 . 50 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 RE WHSULT IN THE PROPERTY ICH ARE PART OF THIS PERMIT OWNER AND SUBJECT TO REVOCATION FOR VIOLATION OF ISSUEDICE FOR BUILDING IMPROVEMENTS" TO APPROVED PLANS APPLICCAB E PROVIS PROVISIONS LAW. RI111.1)ING OFFICIAL r �l J r' CITY OF ATLANTIC BEACH -r OWNEWBUILDER AFFIDAVIT Date: — Job Address: CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR- TELEPHONE ONTRACTORTELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. r P JENNIFER SCHLUETER =' MY COMMISSION#DO 121301 PROPERTY OWNERBUILDER EXPIRES:May 27,2006 o?• Bornei Thru Notary PWB Ur4ffwh6m Rlu� II SWORN TO AND SUBSCRIBED BEFORE ME THIS ADAY OF l 20 N T Y PUBLIC MMISSION IRES: NOTE: PHRASES UNDERLINED ABOVE. j J`Lsl fJ'u, CITY800 EMI ATLANTIC BEACH LE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 s TELEPHONE:(904)247-5800 . 1 FAX:(904)247-5805 SUNCOM: 852-5800 w http://ci.atlantic-beach.R.us PLAN REVIEEW COMMENTS Permit Application Applicant: tLiLcicg t� Lac n►-,P r� Address: 3C 4 I`5~ Si Project: ct j d � 1 7- ®/ our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by LCL Z` F - b 3-, Signed Date Contractor Notified Date r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION JUL 0 0 2003 l (ALTERATIONS/ADDITIONS) Date: 3 d Job Address: �� Owner of Property: Address: Telephone: Legal Description: lock Number: Lot Number: 2 Zoning District: liC6� Contractor: oiul t e r— State License Number: Contractor's Address: Telephone: Fax: Describe roposed use and work o be done: J' s Present use of land or building(s): `l 's Valuation of proposed construction: 12f �� What are the dimensions of the added space: _3 V,1,),VC fMWx 8�� Ql� X -A Will the added area be heated and cooled? /70 New electrical or increase in service? /ID New plumbing fixtures? /70 New fireplace? `l& New heating/air conditioning?_ l 0 Is approval of Homeowner's Association or other private entity required? 97 d If yes,please submit with this application. Willth* project involve changes in elevation,site grade or any use of fill material or the removal of any trees? [�NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. V NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In,addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: 3— I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: \J Lt �/ Q �tif�2C� Date: IA'l I!f Address and contact information of person to receive all correspondence regarding this application (please print). Name: t'"oa �S'I06) Mailing Address: 0 ' 2_23 Telephone: � Fax: E-Mail: iSS' AS TO OWNER: Sworn to and subscribed before me this %> day of ,200-A . State of Florida,County of Duval JENNIFERSCHLUETER Notary's Signature: 'i ' ' U� 4,A —��/� _ =' P MY COMMISSION#DD 121301 EXPIRES:May 27,2006 ❑ Personally known �•'• d'' Bonded ThN Notary PuW�Urvderwrfters [j�Produced identification 'Type of identification producedF4./ DLq"-51 JU-0 AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature. �,..."' . H UTTER ' ❑ Personally known NNIFFF SC JE ,3 '2 X01 Produced identification MY "i ap EXPIRES:M���6,�mers Type of identification produced Bonds . ? d7NWery hru 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 / NOTICE OF COMMENCEMENT State of C-- Tax Folio No. County of C,. v To Whom It May Conc The undersign\Floridatatutes, s you that improvements will be made to certain real p perty, and in accordance with Section 713 of the the following information is stated in this NOTICE COMMENCEMENT. Legal description of prroved: — o � v Address of property being improved: O i c 2-2- i General description of improvements: Owner: sv Address: -A=L- Owner's interest in site of the imprcvement: 1' e-, - occ al Fee Simple Titleholder(if other than owner): Name: Address: Contractor: 0r Address: C, ktj cJf---f Phone No: ax No: Surety(if any): Address: Amount of Bond$ Phone No: Fax N Name and address of any person making a loan for construction of the ' rovements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,o er than himself, designated by owner u n whom notices or other documents may be served: Name: De A, �- Address: Phone No: — Fax No: In addition to himself,owner design es the following person to receive a copy of the Lienor's Notice provided in Section 713.06(2)(b),Florida Statu (Fill in at Owner's option). Name: Address: Phone No: Fax No: mmence Expiration date of Notice of ment(the expiration date is one(1)year from the date of recording unless a different date is specified): % C7 3 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me this day of in the County of Duval, State of Florida,has personally appeared Notary Public at Large, State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: t r r) J� CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Ci I %rc� � P P Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION _All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten 10 days prior to the scheduled meeting in order to be placed on the agenda *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. V � . 7. SITE FLAN=E SURVEY indicating; a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or-more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an ",�". f). Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked.with a circle "0" h) Location of utilities and easements as applicable. .I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE_REQUIREMENTS: . •a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved.on-site for mitigation MUST be marked with BLUE flagging,paint or tape. c) The front property corners must be-marked by stakes or paint indicating the Lot 9. ]INCOMPLETE APPLICATIONS OR-INTACCURATELY KkKET-D SITES 'WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES_OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED ' -TREE 2fl.00' D B JHF 6 OR MORE I ; I PRIVATE PROTECTED TREE I i a a PRIVATE PROTECTED TREE ,� PROPERTY LINE 1 Lo o I 0 B H OF 20" OR MORE I =� 7 Imo PROPERTY LINE p (D B H OF 10- OR, MORE IN = W I COMMERCIAL do INDUSTRIAL PRIVATE m o I > PROPERTY) PROTECTED . ' TREE � I 7.50' PRIVATE PROTECTED TREE D B H •OF'6" OR MORE PROPERTY 20.00' LINE PROPERTY LINE v, SIDEWALK SIDEWALK r PUBLIC PROTECTED TREE ► ' Snn D B H OF 6- OR MORE r (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY L07 WITHIN 7WEN7Y (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES ORMORE W17HIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION .OF THE LOT. (EXCEPT 10 FOR COMMER- C]AL & INDUSTRIAL PROPERTY) 2. .ANY .CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER VIITHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECHviEN TREE A14Y TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A, SPECIMEN TREE. I ��� o �. �� s �y -K c o VT `" I F 2 T - .--It r' P �i1u1lT�� I tVvi _ G T r T C 2ZZ r r470 v '30 z� o-�< a N -Tri C7 m J C n WD W rt' W rt11 4J 1 r � P S C 1 1 �•. ,O s I LA LA 55 J � 1 r _ �L � \ 1 f t s b a � � �'1 MAP SHOWING SURVEY OF THE NORTH 1/2 OF LOT 3, BLOCK 2, PLAT NO. 1, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. / EAST COAST DRIVE PAVED 1 N O 1`- O 0 LOT 1 J _L I W a a � ? W FOUND TACK (65.06' FIELD) FOUND 1/2 IRON PIP JIN RAILROAD 6CJ 00I q.I I L.S.3295__ 3 65.00' A woocy U) 1 POR r p �� 0.2, V/ O wool) =1.0' 2- STORY V / STEPS FRAME 8 0' WOOD -- o RES-No. 504 o DECK O DRIVEWAY O W 0 1.3 i 0 J i- tL 0 35.4 x OLuO -� LL O I t 1 B 2nd 0-Lo SOUTH 1/2° 0 STORY PATIO 117 CC OFLOT 3 `• v I 14 EASEMENT 6 WOOD PRIVACY FENCE 0.3 AS RECORED IN OFFICIALRECORDS v NORTH 1/2" td VOLUME 6203,PAG OF LOT 3 N 0.5 1513 2 CONCRETE WALL O.T WIDE 65.00 FOUND V2 IRON PIPE7a, ."",65.00 0.2 FOUND ..X" CUT NO CAP ,64.98' FIELD ) 1l) CONCRETE DRIVE j I O NOTESLOT 5: J THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. ANGLES AS PER FIELD SURVEY. ANGLES ARE, A DENOTES 89°54100 B DENOTES 90°01'46" C DENOTES 89°58' 42" D DENOTES 90°05' 32" NORTH PROTRACTED FROM PLAT. THE PROPERTY SHOWN HERRON APPEARS TO LIR IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETF.RMINED. FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY PANEL NUMBER 120075-0001—D, REVISED APRIL 17, 1989 FOR ATLANTIC BF.AICH, FLORIDA. I HEREBY CERTIFY TO PAULA R. O BANNON, PEOPLES FIRST FINANCIAL SAVINGS AND LOAN ASSOCIATION AND COMMONWEALTH LAND TITLE, `PHAT I HAVE SURVEYED THE LANDS AS SHOWN IN TI-F, AJ3,-)V-P, CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT RFPREspNTATION OF THAT SURVEY AND THAT THF, SURV=Y R-EPRESENTED HEREON MFFI'S THE MINIMUM T=,CHNICAL STANDARDS OF `11-fF, FLORIDA ADMINISTRATIV CODE CHAPTER 61 G17-6 AND THE FLORIDA LAND TITLE, ASSOCIATION. THIS SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL OF SURVEYOR SIGNED HEREON DONN W. BOATWRIGHT, L.S. REVISED DECEMBER 20, 1993 RECHECKED DECEMBER 15,1993 FLORIDA REG. LAND SURVEYOR No. 3295 SCALE: BOATWRIGHT LAND SURVEYORS, INC. DATE SIGNED: DRAWN BY: 1711 5th STREET SOUTH F.B. f: JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF S� CITY /3ec r,4 4 Office of Building Official REQUEST FOR INSPECTION Permit No. Date A.M. Time P.M. Received Locality � Job Addre s ;Name wner's Contractor PLUMBING MECHANICAL CONCRETE ELECTRICAL ❑ Air Cond. & IL ❑ Rough Wiring ❑ Rough ❑ Heating Framing ❑ Footing ❑ Temp Pole ❑ Top Out ❑ Fire Place r' Re Roofing El Lintel F- Final ❑ Sewer Pre Fab Insulation ❑ Lintel READY FOR INSPECTION P.M. Thurs. Frida Tues. Wed. Mon. A.M. Inspection Made "I ✓� Final Inspection ❑ 1 Certificate of Occupancy ❑ Inspector Date CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024800 Date 9/13/02 Property Address . . . . . . 304 1ST ST Application description IDENTIAL ADD/RENOVATE/ALTER Property Zoning . . O TED Application valua j 2 D0 Owner -kon rac r' r -- -- ------- ---- - -- A R & itNW SERVICE OBANNON, P Y` ' 304 .1ST R EVENU ATLANTI B 2233 JACKSON LEFL 32211 (9 4) 7278 . ---------- - -----r ----------- -_ -- ------------- Perm' ILD Addi ional Pe Fee Oh Plan Check 13 .00 Iss e t e - Valuation 2500 Ex patio Fe .7U Pazd Credited e P i .00 Pl n Ch c .�'��I? 00 Gr nc To 38.00 38 .00 Op. . 00 aw €. :. AY41Y4i + 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 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. t` Book 10656 page 270 a MIN. kUURN PHONE#3 LI--j,9C I Permit number Tax Folio number—�- DocBoo# O 52654OO4 Pale: 270 Filed & Recorded 09/10/2002 11:09:23 AM JIM FULLER _NOTICE WCOMMENCEMENT CLERK CIRCUIT COURT DUVAL COUNTY STATE OF FLORIDA TRUST FUND f 1.00 COUNTY OF DUVAL RECORDING S 5.00 THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. BCH t'� 54, A�,A�lcfi:�mc4 R- ?aa-331. Description of property: t res/ (,e J& G�lh milt Q..i 2. General description of improvements: a/ / .-QX f PYA o r 3. Owner information: a. Name and Address: ?,faCA b. Interest in property: - C. Name and address of foe simple titleholder(other than owner)- 4. Contractor's nam*anaddrmm�: Ace— D00✓ a- k) ir tdoLJ a. Phone number: ,� b.Fax number: 5. Surety information: a. Name and address: ___ b. Phone number: _ ^c.Fax number:----d.Amount of bond:v_- 6. Lender's name and address: a. Phone number:_ .._.b.Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(Ixa),Florida Statues. l Name and Address: a.Phone number-_ b.Fax number: 8. In addition to himself/herself,owner designates of-_--- to receive a copy of the Lienor's Notice as provided in Section 713.12(l)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is Signature of Owner: _,GZ Sworn to and subscribed before me this 9 _day ofSe- 2p p 1 Known personall shown-:..- __. My commission expires:—_-_(n 1 ;o<tac $VZANNEM,(MONNEU. * . MY COMMISSION A DD 007848 s EXPIRES;June 9,2005 A�r�ar�4 Bonded Thru Budget Notary Services CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address__ Date q - 12`. KD Heated Square Footage @ $ A er s Q` ft = S Garage/Shed @ $ 0 per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ .Total Valuation 1st Soo . Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ %Z + 1/2 Filing Fee $ ( ) Fireplaces @ $15. 00 $. BUILDING PERMIT FEE $ 3 S• �� WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT. S SEWER TAP $ ( ) RADON (HRS) . 0050. $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical ; _Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : ML CM Ur AiLN.%iil � � lei BUILDING OFFICE ie„ SEP 12 2002 �. Ad !1 �ti. City of Atlantic Beach Building and Zoning fy z By: City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 . Phone:(904)247-5800 • FAX(904) 247-5845 •httlp://-vvww/ci.atlantic-beach.tl.us PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,SKYLIGHTS AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION Date Address where work is to be performed C' G� r�Z ,l 1-,4y jyZ- 19eAC� 3 Z Z31 Applicant /A(1114 4n A,-�-1 _ Address 3/0 .: j2s ��- �-Z 12c,4 Vhone: Z ! Legal Description: Block Number Lot Number / z `5-3 Zoning District s �� Contractor �c �,z g` �yimdt--r-✓ fP f-/ e License Number Address Phone /7 .City State Zip -3 Z1 // Fax `1"-- Y 7-Z 7 Describe Proposed Use and Work to be Done s r� /:)o lvb/e �/12 Gf. ✓� T 1�/o d S ✓f t S a�v G �,6®ts� Present Use of Land or Building(s)' /� Valuation of Proposed Construction a 10,52045 . Cti y <c/o Building Date: Mean Roof Height (ft) Building width 5b (ft) . Building Length (ft) Roof Slope-_ ' — *Window Elev. (ft) Window Height ?c' (ft) Window Width ft) Measurement from comer of building to window (ft) h ® a *Window Elev.From Grade -moo .S irVl '�s3 Y,,j Q-rDn nnl .,q 10 �i ` City of Atlantic Beach J�3 Building and Zoning Citv of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • FAX (904) 247-5805 • http://www/ci.atiantic-beach.fl.us PER-MIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FA'VIILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE Yfop �dO2 2 '� —T APPLICAINT C{Gc ©?aa/-I P Fi' te " k/Ohf . &–k PHONE: R ZT/ ADDRESS Oy T r 7— .-kDDRESS WHERE WORK IS TO BE PERFORMED 3O`� T//S/ I'FL'� �lc Kc Bc�GCh Fl– 323 LEGAL DESCRIPTION: BLOC'kiK NUMBER �. LOT NU"ABER�ZONING DISTRICT A/� i'ic,, C e� D000 r.f�/ n/ f 3 ec c t. TCONTRa.CTOR�� 22, iEc dLtJSP/'d/cC li,STATE LICENSE NUMBER ?ADDRESS �j�,> re 4ac, PHONE �� 0 9// CITY STATE FL ZIP Z // FAX :7 L7 DESCRIBE PROPOSED USE AND WORK TO BE DONE FrehCk rkOeSd_ t�e� of K CJI'elc Ci t A) n d0t,) �40JAJ eX I S_�S ;p, C` DC D�42"/-✓ rv6� AND az S H�!e. doo r Du� it,,. doWkt,5 f*i%rS S�Ci%rs 1 K -A`r, V "dyn leaeli'`rc- 7b 6ccck PRESENT USE OF LAND OR BUILDING(S) re S—WeN'744 VALUATION OF PROPOSED CONSTRUCTION 4 /.5-pD Q" Is this an addition? h6 If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? 7?d If yes, please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road. Atlantic Beach, FL 32233 Telephone: (904) 247-5826 o :o, € -_,!addition tb constriction and engineering g erutg detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER_�Ld� DATE Q Z 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING Off'CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS 9+k DAY OF r STATE OF FLORIDA,COUNTY OF DUVAL L&A/A U�' NOTARY'S SIGNATURE PRy PGB SUZANNE M.O'DONNELL * c* MY COMMISSION N DD 007848 AS R• EXPIRES:June 9,2005 Personally known FOF FLOC` R: EXPIRES: Thru Budget Notary Services ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced )1/02102 U9/11/2002 14:00 9047276813 ACE DOOR SERVICE INC PAGE 04 I Inteztlek Testing Services CITY OFPATL�TIC BEACH @V�@W BUILDING OFFICEst Dat a "�%f/oio,EP 12 2002 Cert i rude# 3026447® 3y: fi This certifies that Intertek Testing Services- ETL-Semko has reviewer sauctLjr:, load test data and documentation supplied by Masonite International on t].-le pra.;{L;;; lines indicated below to determine the appropriate design loan and impact rat:n? as specified by Miami-Dade County,Florida protocol PA 201,;PA202 and PA21)3, The data supplied was reviewed for applicability in support of the data cc-n-- the ^- <the Masonite International Product Performance Data Manual for the product and product models indicated below. ITS-ETL-Semko certifies that the test repz)rts provided are consistent with the Masonite Certificate of Performance sh'tuts (COP'S) contained in the product performance data manual specified herein. attached Masonite International COPITest Report Validation'Matrices (unigLe;._i numbered by product model) provides correlation information for each product model reviewed indicating the test lab, report number(s),; product size m d installation information and ratings for design load and applidability of the missile impact test. All applicable COP's and Matrices must, bear the Hersey venficatiou stamp and signature ,,;. Product Line: Joh ngon Entry Doors / r Product Models: Wood-Edge ,,Steel Door Wafrix 003Q26447A-WI) Metdge Steel Door (Matrix #3026447A-002 Fiberglass Door (Matrix #3026447A-00 17'S- ,Smiko has no direct knowledge of the tests conducted and has made no atren-pi,c verify the aco:uracy or correctness of the data submitted The review corsd4cied was only to detarmine that the manufacturer's claims as represented in the COP's are correct representailons of the data supplied from the laboratories. ITS ELr-S'emko's review was for structwral performance results only and did not include review of air-infilitation or water penetration test results ISSUED: - /�i` o Revision Date:,June 14, 2002 Supersedes Cetitificate 1i3026447 BY; ` �-. sued 0 ••�``I�ur eso o•ect Mena er � �'���b ' " g g TO 39vd 3-VS31OHM DI1NVIIV TE9ZESEV06T SV:ET ZBa� .Ii au 09/11/2002 14:00 9047276813 ACE DOOR SERVICE INC PAGE 03 P•3 IB:24 9047276813 ACE DOOR EERVIC6 INC PAGE 03 DOUBLE DCG:�c 1 rruwt .•r v a* `' 'i ONC�['MTEATYp, i I • Gone"lock erir■Np Awswer i • s or noraoWw trt rwy notWAst1 I 01iq■eM■Irlec pion mpltt woe ?•lt!`Iwy!Kh%4 te,hc■Akt■. . i 14 • 11eiN+1 of pest uwo N■s yr 1 f I �:,�9shrnp NarrYr�t0: i Coem''..at Igykts Mel CAACt]Al WIN tsASYWW AM.?)grb0r;'-i)UM 01 Dock Wb+■rt be Vino& � • tApf:�lOelINO1YESp�0001AE�S1gM7ts� , 1 i glWSAs!ow Hewes tTw�"GAADt 1(���•'�i et s■nia oeWs a NsaN■e en Y1r/1 tYe OI Ktk■eFor oshd-t ti�ta0 ww(1)H r■km. --.... .. f Np10i� i j t. AneM,eM•w—.mpo fw eme"m swoop M �Iws�I■ft■et/ra�o011bn tN�IIM+Ai Itib■■n 64,corjseutl 1p we.c■nea:s ;. Tk vnw stop site 01W Mtn n4m a■w rtot!Tipp 1 t.7A N PJMW a M 011119for w m0lam iris 61001 •.N■wgr■ON lhKh&r_:4 I i hIN•01d�1!itw■■tM N 1owsAlon eWtttAnOoot Ike 11tS'6pw1t sMi1N Nr■o+1siM yl■■t owns k7eo MM ITY!I ule ELCD Oe0■Canal UMpeM'a1W*tb,MA WIM;wrrerel t•IN'rureet!■M. ' S t/*W emir A WOOL Wou M P PWCN/RewN N VOW&km 01M fte+tw4 ! I i IT 3J•id 3-MS3104M 3IIM1,00 Lt9LES64R5t T9:2L uz.. 09/11/2002 14:00 9047276613 ACE DOOR SERVICE INC PAGE 02 f p.2 I 3z'•`'..!''t:'9? 19:24 9047276813 ACE D" SMICE INC PAGE 02 i £gwail OpOod."J&Emp7oyw .RxPMXT OF PURUC WORKS -itd:ng Impection Division ju-ec 25,2007 Jer.Amciates,Inc ' � cruc Point Lane -range Park,Florida 32b09 "r0r- Jerry Stenki,Manufacturer' Repr+eserttative I ' PREMDOOR by MASONITE INIMMATIONAL CORP. ! I I 5u!)ject. APPRO .a►L OF DOC)R OOCUMEWATION FOR WIND LOQ D i I 'Prodtn:t dixumentation submitted by Schoeller Associates,Inc.forF ttergy,C;astlegste, an Doors to be imptalled witftin theluriodiction of the City of fall-otuville, gu,ldi-E A�action Division,has been reviewed for compliance with the PWRIDA BUILUINC.CC[',' IOC I We ase plc%ai ed to inform you that the dorummmion has been apFjrovpd• l ^.s.ccord+u�ce with our Bulletin G01-0Z,REQUIRED WINDOW AND DOOR ^:j;14V:-`A,TION FOR WIND LOAD COMMJANCE,revved 3/14/Olt the product I ! :rmation submitted will be filed irk our office as"Mester On File"docui mentation_ l Weare returning,two(2)sets to you. Both copies of the signed and sealed Installation -lrzwtngs havt been stamped,RIEV1>b"D FOR CODE COMPLIANCIE. It is your ! :s'`onsftity to furnish your custonters with a,legible copy of the approvtd Installation The customer will be rrsporoible for having a legible copy of this documwn^ _1!C, :itc for the City's Building inspector's use ar atime of the"dry-in' irf9peetion. Pus .%.A'VtA or WDMA or other approved certification label shall be attached t6 each window clearly visible after the window is installed. i �-•ztc any changes be made to your pr*dtact,utcluding imtallatlan drawings,new 7 x-1wnte+Mork shall be submitted to this office for review and approval iri accordance+wit. aileron GU's-01 If you have any questions,please refer them William L.Lyle at 901-63()- .351.. i I BY: APPR BY: ......... j- +ti i t ram 1r Lyle, R. A. Thomas H.Goldsbury,P.E,t - "-L-s L-xamimr Supervisor Chief,Building Inapectiorp Division I I,:-+w AREA Cb0E lsa/sir 1a0 02M[ aKY 611it:Er r LKJ6SONOU .floRlOA 392AQ.J40t ! I'if1' I I I I 7N- d 3-VS3-icNM DI1Ndlly Tt9LESED06T Tr eT { i I I 09/11/2002 14:00 9047276813 ACE DOOR SERVICE INC PAGE 07 t:: `Ii+ i �cM• i FIBERGLASS DOC Glazed Uni.t:� 6'8" Height—Guts'4 ng 2.0,. x . i X 1'8" COP-WL-MA0161-02 Application filed 52.0 tw: Vil Not Listed Not LAW - What 1'0" 10" 1'U- 10" '0" 10".12COP-MAAtb022' I APPtiatlonj• : .a10 N:• i i +10 0" 2'111"♦10",!i I. 1, I i I X0,Ox,OXO 2"t 2'!"+17 !' !• r i. .. T 1'0'+2'8-+1'0" 1'0"+3'0"+11" .. i 17,*2'10"+1'2" GOP-WL-MA0164.02 Application Reed 62.0 INC h 17"+3'0"+17" 21"+2'6"+2'6' 2'8"+2'8`+2.8" 2'10"+2'10"+210" t 3'a'+3'0"+aro" _. 2'111"+2'8" 2T -- 2T+2'9" 2'10"+2'10" COF-WL-MA0162-02 Application filed 520 NO 1 XX.OXXO 3b"+3'0" 2'6"+2'8"+2'6"+2'6" 21-♦2'8'+2'8"+2-6- 2'10"+210"+2'10"+210" COP-WL-MA016SW Appkakn filed. 52.0 NO 3'a"+TO"+3'0"+3'0' Notes: 1. Doorarrangeineots using fewer panels than what is shown in OW above chart also comply under the product approvals Pow, , 2. Assembly detalle are A41able from the Mesoniee International webMe(www.masonite.Goni)or from the lachdical center. i 3 Intaallatlon Waroccone or#available from she Masonite International webshe(www.masonita.com)or from the le0hnhcal center. 1. Actual dlalgn pmesure requirement for a specific building design 8 gaographiC I0062(on is determined by ASCI;7(Mlnimual desipn loads 1;r - i buildings and other structurse).National,stale or IOCaI building codet sP#CMy the edition required. S. Masorrile International structurll,cyclic,air.water,forced entry/or impact testing is done in accordance with Miami-Dade BCCO protaxol Pe•K'- PA202 d PA203. 1 Oakcraff eo2n n.rase rr�a,n o-.u.r o..,. ✓:��t✓' I aWw+++�onpm+ a«wwM.n�im:r�+ioeru.aw�•nawoaw Mason(te Intern�rlorol CorPo•::..:i i 60 3!DVd 3-TVS21OHM DIlNC-lit/ TE94EGEb061 :E1 7,E3Z,'TT,,/5t --j9/11/2002 14:00 9047276613 ACE DOOR SERVICE INC PAGE 05 g� I j, 7T :T a ID jMjTj n 91 6 1 6 :6f rZj 16 >( �o X! 72 x 1XIXI ix x 19 1 1 Q K fo O ` I a 1 1X 1 10 :0 j 1 1 io -T 0 0 0 10 fox aU2 rfii 42 CD Of 91 ED CD 'Col. 41 o ledo 'o 6 C) 6 516 6 16,i 6,i B 16 a �Y� 5 WalW CA Loo LhM .4b. 46 41, 4. U% CA Ch ta o rn QiO 0 1w CA C2 0 Uf!&J� 14b, 41, A. iblO jaiC3:0ZO to I-,-- jcb 1� i67- ,cmic" 04 Nip OL' CIO ;0;4:0-010 00 C:, a, 1610 jojo z jZ12, Z;z z z z z1z jzjz lz-;,Z� z Z z z lz.z z I;c I i 0101 0 r, 711 J n I [ I 1 111 1 ► � ' f � � i B 8 fip L Warnock HermW JUN 14 2W 3 6 4 4 7 VERIFIED ZO 39Vd 3-1VS3-1OHM 0I1NV-11V TE9ZE9EV06T SD:BT 159/1V2002 14:00 9047276813 ACE DOOR SERVICE INC PAGE 06 O -77 I 1 >" 1 9 C3 N�Nc)vI-e ID >c z . 10 '0 C, " : 10 5i x i ;X jo !7, 0 0 .0 o 10 0 X0 01 jo 0 0 x :01 0 3 0-i0ll to '100 to 141 1 AmID x .'to C" jr-r rw r la !--44 3'C.A! I.-ix x Is! 0 ; m 0io 7) 0 :�xm Cz 4D 0 0 Co :C•: j, cd 0 C) 0 Z) 0 la,olailo la 0 150 0 0 )!4 1510ll 0 �FtU01c, CA lh h! ch -T$ "L3 6 4D 1c)"C3 foptn oic, 01c civ Lot LIN 119i .6 6;6 CA Lh to Un r Ly" 0 0!0 ia 0 4C3 C3, 0 o C3, Iz�z lZIzzz zzZ 2!l ?; iZ7 tz 1 l , : + zjz 6" 6 Isi 6 I _ k HerssY 4 4 7 JUN 14 20M V---R)FiED By: EO 39vd 31VS3-10HM 3IiNV-jjV TMEKV06T 5.7 E 05/24/2002 FRI 09:26 FAX 813UTIOUJZ nc1LVrn0 MMUTIArM, Ih6FF CROUP, INC. 40/ esz 600'e 05/7,q/02 1&6:0eprn P. 001 I &,mal Opporruninp F_mploprr DEPARTMENT OY PUBLIC WORKS Building Inspection Division May 23,2002 0 ✓OnNWO�', The Neff Group, Inc, 417 Village View Lane Longwood, Florida :32779-2606 Attention: Michael J. Neff NAN YA PLASTICS CORPORATION/ PLASTPRO,INC. osrINCf ION FIBERGLASS DOORS Subject: APPROVAL OF WINDOW DOCUMENTATION FOR WIND LOAD COMPLIANCE The product documentation submitted by Nan Ya Plastics Corporation/Plastpro,Inc.for Distinction Filxrglass Doors to be installed within the jurisdiction of the City of Jacksonville, Building Inspection Division,has lwn reviewed for compliance with the FLORIDA BUTT.T)ING CODE 2001. We ar: 1)leased to info rin you that the documentation has been approved. Inacc�)rclance with(nu- hiulletirt C;U1-02, R..EQUIIZLD WINi.)OW ANI) f)()(DR DOCUMENTATION TOR WIND LOAD COMPLIANCE,revised 3/19/09, the product information submitted will lx! fill-d.in our offic"as"Master On rile' documentation. We arc rcturninl; two (2) 5;t--i to you. Both copies of the signed and si:aied.Installation Drawings have been stamped, REVIEWED FOR CODE COMPLIANCE, It is your responsibility to furnish your customers with a Iegible copy of the approved Installation Drawings. The customer will be responsible for having a legible copy of this document at the Job site for the City's Building Inspector's use at the time of the"dry-in" inspeeeti.on. An AAMA or WDMA or other approved certification label shall be attached to each window unit,clearly visible after the window is installed. Should any changes be made to your product, includinginstaBation drawings,new documentation shall be submitted to this office for review and approval in accordance with Bulletin G01-02. If you have any questions, please refer them William L. Lyle at 904-630- 2351. REVIEWED BY- APPROVED BY: William L. Lyle, R. A. Thomas H. Goldsbury,P. Plans Examiner Supervisor Chief,Building Inspection Division AREA CODE 904/630-11001200 E.RAY STREET/JACKSONViLLE,FLORIDA 32202-3401 Broward County rya �'r Product Approval Submittal Form ° Exterior]boor 4 rl uM Submittal Date: For Bldg.Dept.Use only contrOUPermit#: 1.0 DetaUed Product Deserfpdoo 4,0 Speck Imollriion Requirements 1.1 NbnuiaCtUW. Nan Ye Plastics/Plaaoro a)Model Namr.. rNainaim 4.1 T)pc of 0ponege:Mammary,Wood Framed,Other b)Model Numlrr: Quit-ft Jambs C)Lila Size:_ um to 5'4 x 6'8 a)Fasteners(Type&Sim): sur inaalluirn inaruaima en reverse side d)Ratels(Number&Size): Max I un to 36"x 80" whh or wahetm 2 siddita uv to 14"x 80" b)Faserner Spacing: ser inmllatim jaV6 c ions m reverse side o)Fatal Uniform Air Pressure Capaciy(Bawd on Tc!Dau) ii)Negative(pef)- see. e)Mimiomnm Faama Embodinci t. if anchor eianeds thmug nh snitbudc use ii)Posit,vin(pal): see limitations tanoon tvttewih minimum 1.14"embedment into masonry 1)bepaa Rcaidibiluy a No d)Maximum Shim Spacrnll; l/4" g)AGris Mons of Escape 2(Yes 2.0 Material Characteristics Sill 2.1 Door(Type&Th.c nea): Fiberelaac- 1-314" s)Fasriers(Type&Size): we installation instructions on reverse side a)Jamb(Type&Thidrnaht): wood 1-1/4"-4-9116" _ h)Sin(Typo&Thickness) urrm Aluminum min 1/2"x 4" b)Fsamc Spacing: see installation instructions m rwersc side 2.2 Glamhg c)Mitirmn Foams Ern6edmaa: mini 1-1/4^cinhairrant into max a)Glazing Man:rial: uwaicad emulated min 1/2" d)Maximum Shim Spacing: 1/4" b)G.aaing Method: Plaexo LnrrTal Glaser Hod 2.3 Hardware a)Fasteners(Type&Sia): see inaallatim inmruaiaa on reverse We s)CxSlTlption Ik Location of lodtitg device: 34.1/2"&40"up _ Kwiksa-pass eg�dnA�h b)Fastener Spacing:.. __ see installation instructions on revere side 2A Wo"olcs: none 2.5 Type of Weatherstripping• U--- c)Miminun Farmer Embedunmt:-ffjanenor extends throuiN sub-buck uec 2.6 Additional Rcinformmen: tapme tore with mitimwn 1-1/4"embedment into masonry 2.7 Lo=tion&Type of Required Field Applied Scolants: d)Maximum Shim Spacing:_ 114" Latcx caulk as needed W fill ioam_c m wnod iambs 4.2 Buck 3.0 LITaitsdoms: Design Prramres a)Typl.,I. sL Wood Opaque Glazed` b)Sim: 2 by as needed for snhh of iamb +110.00 -RO(M +75 OU-80 00 C)ConLguratim: behind venial iambs that oaruna nusonry Rankin Sinpje 2'4 x 6'8 -90.00 -8000 -64.00-77.00 d)Structural: _Yet Y No Sit c_ 2'6 x 6'8 -80.00 -80.00 +60.00.71.fN1 Single 2'R x 6'11 180,00 -80.00 156.00-67.00 4 3 Optimal Graphic Uluaretim: X Yes _No Sin a__ 3'0 x 6'8 80.00 -80.00 +50.00-60.00 (See mase side this page) S�r�c�rr�2'R_x 6'8 +60.00 60.00 -50.00 dA 00 Sin rj a.,r,l3_U sex G'8 +60.00 -60.DO +5r1 00-40.0 JJ S.0 M-daeory!Testi -I 1'01 Description Tea I,nasion Tet Date Tess Rayon t Cestuving Flhginea W,cense No. ASTN.E-330.90 Uniform Static `.stational Cartifxd rasing I,ab. No,,=bcr 3.1997 210.19117 Baur Portnoy Air PreawN Orlando,Florida A rU 1.1998 210-2024 P.E.No.16258 AMLA 1302.5 Forced FJnr) National Ccr0cd-1 citing Lab. Nova Cher 3,1997 2)0.1997 Barry Portnoy Orlando.Florida Ari)1,1998 210-2024 P.F:Na 162SR If conmaratrve analysis was used pict a indicate _Yes No &U Srpplrnecmtal Tests(optional tau) Ton tkacriptim Tea Location Tet Date Test Report k Cmiiying Engines &Licata No. ASTM E283-91 Air Infiltration National Camifwd Teeing Lab. November 3,1997 210.1987 Bury Formov Orlando,Florida April 1.1998 210.2024 P.E.No.162S8 ASTM E331-96 Water National Certified"I"eating Lab. November 3,1997 210.1987 Barry Portnoy Pmctration Orlando.Florida 1-1998 210-2024 P.E.No.16258 7.0 General Nous 7.1 Tr-a reports aro not required to be submitted, 7.2 Application tot building permit dull include(2)originals ofthia report,signed and soled by a Profotional Engineer,reviewed and approved b)the dmign professiomal ofmoot 7.3 Ir'lwh and ideaadxatim ahaU be in aowrdmnes with the requiancma of Seaim 35011. 7.4 Ali Who provisions of me South Florida Building C-od4 Browud Ediim,shad apply. 7.5'rrxe arMiuiif1.[Xis crodted' 8.0 Ce tifsodon 9.0 Ackwowledeenemt by Drip Psofessimal of Record 8.1 To the bur of my knowledge and abilitythe abovo exterior door conforms;to the tequrramana of lite South Florida Building Code. &-ard Comity Eiiiuw. Sucre of Florida Professional Fmgmm ar Re6pataed Architect Mark C.Fal orrr an Januar/2:.:999 Sulu of Florida.Pre>asiou2l Engineer No.40116 Joh/Sic Location Na applicableto replacements lessthan 55,000 and in eonglianacwan Table 3S-H see Seaton 104 and 302.2(bX 1). \ J D5022 Z00/TOOQI HHVmGiVH SH3QHiA ZC9SLL6CT8 YVd TT:TT I)L3 Z00Z;'1T;C0 w FINAL ANCHORING OF A WOOD FRAME UP TO 5'4 X 6'8 SINGLE OUTSWING UNIT W/WO SIDELITES PRODUCT ACCEPTANCE No.: DS0221 ' 4 �- I o 14' rl-. � 3 I4' 7W �• ~rA' 1- --O 0 "D" HINGE DETAIL 'E' t4'T1V. EAI SIOEI/TE IS ATTACHED TD _Q S 1/I' NWGE JAMB A 004 SCREW MUST K USED MSTE4D OF A IM SCREW —0 O— AND A I®SCREW PER SCREW SCHEDULE 14' —O O— ro' Tw oO I SEE LOCK `A' INSfRT •' ' LATCH DETAIL liRT�: SCREW SCHEDULE WHEN SIDELlTE IS ATTACHED TO 10 X 518' PHILLIPS FLAT HEAD LATCH JAMB USE /E X 1 3/4' to x t 3 4' PHILLIPS FIAT HEAD PHILLIPS FLAT HEAD SCREWS to x 2' PHILLIPS FLAT HEAD IN STRIKE PLATES. AND f Q SCREW 10 X 3- PHILLIPS FLAT HEAD INPLACE OF /(7)FROM SCREW SCHEDULE. 2" TYP '-� r4'' 4W--1 '1 r2 TYP. 4• MK 74•Tw. "2 LINE D. ii Tw. �• MANUFACTURERS INSTRUCTIONS 0 B. m s 112 ALU INUM / WOOD RUM,_? m Outsw ng Threshold 14 TYR, �. m •A• ALUA41NUII BUMP Outswing Threshold i4'Tw. (OP—) ..,.A• m BARRIER-FREE Theaxnwd -J L-4h• � ♦1i--� �-- Product Acceptance No: DSO-221 SUc.up:o 5'4 x 6'8 Gutsw;ng(wood jamb) Co tilguration: X.OXO,XO,OX 2'U 2 4 2-6 2'8 310 Single Opaque +80 -80 -90 -80 +80 -80 +80 -80 +80 -80 W/S:dehtes +,60 -60 +60 -60 Single Glazed +75 -80 +64 .77 +60 -71 +56 -67 +50 SO W/S:dchtes +50 -60 +50 -60 (Doer does not meet Missile Impact) Test a 210.1987.210-2024 Mfg by Nan Ya Plasucs/PIanpro Livmgrtov,Til 07039 t00;to0Q3 adVm([HVH S830III19 ZMLL6CTS Sdd LS:LO NON Z00Z/?T-00 _. . . _... s � Ln S j ON s& "Oki" \ 1 1 Rao Okabon \ I 'NMdi GadWw Mw I Ca VA lion Madbw Dm�l `b" 10 s Uw 1a ' 7�m� annaY, �Z bn clay 130 m�ah Wind-borne Debris Region p y Section 1606.1.5 : LA# 120 mph&above(ASCE 7-5e) •••••• 110 mph 1 m>3e of coast(ASCE 7-96) � 1 1 mie of coast UCw' Basic Wind Speed mad. Section 1606.1.6 1)Values are nominal design,3-second gust,wind speeds :laf. Hw*y :Fft in milesper hour(mph) ... at 33 feet(10 m)above ground .... . for Exposure C Cate(pry. 2)This map is accurate to the county.Local governments estabish specific wind speedlwind-home debris Gees using Physical landmarks such as major roads,cana}s, rivers,and shorelines. ` ! 3)Islands and coastal areas outside the last contour shag use the last wind-speed contour of the coastal area. 4)Mountainous terrain,gorges,ocean promontories,and t special wind regions shag be examined for unusual * wind candibcns 'P + 5)Wind speeds are American Society of Civi Engineers Standard V SCF 7-98)50-100-year peak gusts.. FIGURE 1606 Mit STATE OF FLORIDA WIND-BORNE DEBRIS REGION &BASIC WIND SPEED a9` §1606.1.4 Protection of openings. In windborne debris regions, exterior glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9.1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one= and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.23. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS WILDING DATA ' JOB INFORMATION Wind Velocity(mph) 120 Prepared By L.Higgins Importance Factor 1.00 Client Name Paula O'Bannon Exposure Category C STRUCTURES Job Description 304 1st.St. Internal Pressure Coefficient +/-0.18 Z INTERNATIONAL,LLC Mean Roof Height(ft) 28 Z� Building Width(ft) 50 Building Length(ft) 56 Roof Slope (x:12) 5 Job Number 02-24777 WALL OPENINGS s S OPENING OPENING LOCATION OPENING OPENING EFFECTIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT(ft) WIDTH(ft) AREA(sf) PRESSURE(psf) PRESSURE(psf) Ext.Door Single Outswing 4 11.5 6.7 3 20.1 34.2 -37.2 Ext.Door Dbl 4 11.5 6.7 5 33.5 33.0 -36.0 Width of Edge Strip(a)in feet= 5 I 5 h SI O 4 a 1 5 5 06 FBC_Openings.xls 304 1st.ST.xls Copyright 2002,Structures International,LLC 9/12/2002 05/24/2002 FRI 09:26 FAX 813UTIOUJZ D Il.MAa nt"WITAr1r, W_J IEFF CROUP, INC. 40/ 66Y EiordY 05i{�/� t�'J-:0epm P. 001 Equal Opporrlinlll�F.,nployer DEPARTMENYOYFURLIC WORKS Building Inspection Division May 23,2002 OnrWWV�-v�' The Neff Group, Inc, 417 Village View Lane Longwood, Florida :32779-2606 Attention: Michael J. Neff NAN YA PLASTICS CORPORATION/ PLASTPRO,INC. I)IS•I'INCfION FIBERGLASS DOORS Subject: APPROVAL OF WINDOW DOCUMENTATION FOR WIND LOAD COMPLIANCE The product documentation submitted by Nan Ya Plastics C-orporation/I'lastpro,Inc.for Distinction Fiberglass Doors to be installed within th(t jurisdiction of the City of Jacksonville, Building,inspection Division,has lv.en reviewed for compliance with the FLORIDA BUTT-DING CODE 2001. We art: }Teased to inforrrr you that the documentation has been approved. In accordance. with our hullotirt G01-02 REQLlIIZLD WINDOW AND DOOR DOCUMENTATION T.c)F� WING LOAD C:OMPI DANCE,revised 3/19/09, the product information submitted will lx! filed in our office as"Master On File' documentation. Weare. returning two (2) cw� to you. 3otn copies of the signed and sealed Installation Drawing-, have been_;tamped, REVIEWED FOR CODE COMPLIANCE. It is your responsibility to furnish your customers with a legible copy of the approved Installation Drawings. The custorner will be responsible for having legible copy of this document at the job site for the City's Building Inspector's use at the time of the"dry-in" inspection_ An AAMA or WDMA or other approved certification label shall be attached to each window unit,clearly visible..after the window is installed. Should any changes be made to your product, including installation drawings,new documentation shall be submitted to this office for review and approval in accordance with Bulletin G01-02. If you have any questions, please refer them William L. Lyle at 904-630- 2351. REVIEWED// BY: APPROVED BY: William L. Lyle, R. A. Thomas H. Goldsbury, P. E•,CBO Plans Examiner Supervisor Chief,Building Inspection Division AREA CODE 904/030-1100 r 200 E.RAY STREET/JACKSOWILLe.FLORIDA 32202-3401 NJ efl( Ley 0 A G, Of f r'e �p02 APPROV Nub E l/ U er C! BUa1LDINlGNO FICETIC ACN U'� APR 3 0 2001 gyp �-- z o ( 49.96' F I°E L D tk Ir 50. 00 s v Z 5 c .c>c> DZIvE WOOD ' �: fl STEP S _ _ S L,Atz o t,E Q pp (Tit . n'0, N 0 -i M �' W (/? 3 4�G In O Jo:. p . SToe� O A .f4} O F lz A o.c. n .. �o., 2Es . r-z M p -{ Cf S.B FE►ic� p .tn NJ .�•r Tt M fi3: C3' to.o ti 13DO Pao ST'f 0 Da"ou-/ S Q ,p D V E r O 50: L O So Z w �T! N 00 (49:-9.5 FIELQ) C7 X _ r O O N j CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24575 Address: 302 FIRST STREET ATLANTIC BEACH, FLORIDA 32233 Permit T "FENCE Type: FENCE Range: 0 Book: Class of Work: ALTERATION Proposed Use: Lots): 1 Block: 30 Section:0 Square feet:Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: OWNER INFORMATION Improv. Cost Date.issued: 8/02/2002 Name: JAMES &-EILEEN ERO Total Fees: 10.00 Address: 302 FIRST STREET Amount Paid: 10.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/01/2002 Phone: (904)247-5616 " Work Desc:. INSTALL 4 FOOT FENCE ppLICATION FEES CONTRACTORS 10.00 PROPERTY OWNER 453 a •,. .y,,.. ��� '.cam � �i�- � G I 1t )p, `�.,.� +•T17K•fit j .Y' 1 w.� y t ' =t_•-.:'} K"'- 1� �� 1� i,�-'{--. � .,f 3_ ,q+y�_� ^wR� �flt'r_� F'•.•s="vs. _�:.��- NOTIC � hr �r.M:.. ««- :` Kms..- c �:,. �°"�"�r'3 r za}",':� ;.. � " - "•`�:' BUILDING MATERIA �PACE,AND MUST BE CLEARED "FAILURE TO COM i =� r• HE . PROPERTY OWNER. BJECT TO REVOCATION ISSUED ACCORDING TO.APPR. .FOR VIOLATION OF APPLICABLE Open: DSNITB Type: OC Drawer: I Dene: 8/02/02 01 l Receipt w: 77877 14 PERMITS MILDIIIG 1 $18.60 AT TIC EACH B ILDING 0i]0i166Q22]o0e 302 IST ST CA CASH $10.00 Traes date.: 8/02/02 Time: 17:13:45 CITY OF ATLANTIC BEACH APPLICATION FOR FENCE PERMIT Owners wl' p 5 /r�-Peli, PhoneO,017��/ O Address 7- Lot Block and/or Unit# Subdivision Contractor if Different From Owner O��-P A-A�le,47 f Valuation of Fence $ 36f9e Corner or Interior Lot Type of Construction l� Attach Survey Showing location and height of fence as well as location of street(s). Owners Signature y W� Contractors Signature 000cmo4 yl Oo•ot$ oommo 60a)m% lN3WlUdd3a JNlailfl9 HOV39 OliNVIiV 'Md] 30 SNOISIAOad 3]9` 3l_lddV 30 N011d101A X103 NOUV00n3a Ol lO3f 9ns GNV lllNd3d SIHl d0_LUVd DUV HOIHM SN` _ld a3AOUddV Ol JNIGH033V a3f1SSl «SIN3W3A0ddWl ONlaim 3HIb03 30IMIJNIAVd b3NM0 AIa3d0dd 3HI Ni iinS3H NVO MVI N311 S,OINVH031N 3H1 HIM AldWOO Ol 3un-liv3„ U3NMO HO a010b'HIN00 a3H113 J.9 Avmv 43inVH (INV do 43Ub3�0 39 isnn aNV '3ovdS onand NI 030d�d 39 ION ISfln NHOM SIHI A0H_J SlH9DG (INV HS199f1u `_lVla3_LVN JNI4-l1(19 3f1SSI 30 3_LVG H3ldb'SHINOW XIS QIOA ilAHAd JNIanOd 3HOd38 03103dSNI 38 isf1W SJN11003 ONV SWaOd 31380NOO TlV—331ION :S310N 64 -Ulf 333 lz;VdW! H Das clic 2IdWT 'IKyidF. _i31uEi nZ Ia uda :aWEN S� H`dU mode i - hu �KWHG3I�I �7,L ZNC3�t'_ ----- S rJ-t.1 Ua .� _, .: ..�.,. _,.•. _c'=... _ .A \c 111�C� 1'� , H..S�`R GF ..J-t J,11i i:.,... w`i ,ao' ols s1Wx�a c;a� s� � r �r T'1 tmoU.v uo ' ozs sad, ze-4ay v0 ' Ga : 430,- •noldw 0,D . 0£•Z ; an'jrj% pe4etIT14.; Ha'FIHS DjLNV"jjj :urjrsxAipgnS v ; .apQ0 t : Z;turtIam- iDN*d : d dysumol �I'IIWFid OtdI5 sti }�asudo td uf,z J.Da 1pu I H Z +01 3WVt13 CIC..•GM : adAi, -------- -------- M3N : �4-10M JO sseil. ' H::v39 D l LLf4v'l'Lv 21 Hag : ad&l l iw_l�d v._ ldGl,L�t•W2IG3NI Ntni',L�^>>�s'I .. _. .__ _ _.. .. __..__- AIGIS,4WH0.3iuI ,LIWiI3d _____ HO`d39 01INV_liV d0 A110 lht !Mia-iine d01N31NlaVd3a H 6 6 0 1748E-dSd --------aleQ---------------------------------ainleu6rs J0108JIU0O -----T-- ------------------------------- leQ --- "".aan-}eu6rs .zauwo G UU07 pue tuipps 56610 i ,a r0 • (s)jaajjs To uOTIeooT se TTaw se aDuaT yo IgBTaq pus uOTIeooT wogg T-uor-}on x-}suoo adAj, G� ` -jT ' / -797 - -------- , j--�--WT .zor zalur ao ,zau_zoO .� --$ aoua; ;o uor}enTeA ----------------------------------------------------------------- ------------5_ � �✓77r T TI . P T . O -1 Jf-sauwo �uo.z ua.za t r .zo oe.z uo uorsrnrpgng # bull jo/pue NDOTg-- / l-og ------------------------------------n----/-------------- J--��Y r(2 C ssa zPPd gof 9--1_-/G-�- L-h- auog ------------- -- - �-- -- --aweu ssauwp Ly V/ liwm3d 33N3.A M03 NOI.LdOI"tddv 4619 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -------- LOCATION INFORMATION Permit Number: 4619 AiiHress: 304 FIRST STREET Permit Type: RE-ROOF ATLANTIC BEACH, FLORIDA 3223' Class of Work: REPAIR --------- LEGAL DESCRIPTION ------ Constr. Type: WOOD FRAME Lot : Block : Section: Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings: I Code: 0 '-.ubdivision : Estimated Value: *0. 0(- Improv. Cost : $0. 00 Total Fees : $22. 5C! Amount Paid : $22. 50- W OWNER INFORMATION APPLICATION FEES Name: BOREEMA PERMIT $22. 50 e,4,qxess : 304 FIRST STREET WATER IMPACT FEE S0. 0c, ATLANTIC BEACH, FLORIDA 3',_ j SEWER IMPACT FEE $0. 00 Phone: (904 )241-3975 WATER METER $0. 00 RADON GAS.-H. R. S. $0. 00 com,rRACTOR INFORMATION - RADON GAS - 5% $0. 00 Name: DUVAL ROOFING COMPANY WATER TAP $0. 00 Address: 2759 ST. JOHNS BLUFF ROAD SEWER TAP $0. 00 JACKSONVILLE, FL 32216 HYDRAULIC SHARE $0. 00 i �_.icense: CCCIJ44053 Type: RE-INSPECT FEE $0. 00 SEC. IMPACT FEE 50. 00 OTHER $0. 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO 0 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. RECEIPT kitI322 ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s) : Address• Phone: a l " ��7S Lot # Block or Unit # Subdivision c Contractor: u t n C Address: q a )nVAnCBl,ST1 0 Phone: State License No. Describe work to be done: ( Ir' k l C9 r0Uk1CA Materials to be used: Signature OWNER: Date: Signature CONTRACTOR: , w CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 --J'-- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 February 19, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville Fl. 32202 The following final ixspections have been made and are satisfactory: Permit #4825 - 2043 Duna Vista Court issued to Adkins Electric Permit #5109 - 304 lst Street issued to Bivins Electric Sirw ely, L � Rene' Angers Conmuinity De pment Director cc: building file CITY OF J �)q 4&4x,&a Be=k-41ou*4& Office of Building Officlal REQUEST FOR INSPECTION Date { Permit No. Time A'M' District No. Received P.m Locality Job Address Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING Framing ❑ MECHANICAL Footing ❑ Rough Wiring ❑ Framing ❑ g Top Out ❑ Heating Re Roofing El Slab ❑ Temp Pole ❑ Fire Place ❑ Lintel ❑ Final 0 Pre Fab R Y FOR INSPECTION A.M. ed. Thurs. Friday P.M. Mon. Tues. Ap.�yQ/ Inspection Made y Finallnspection-CT Inspector Certiticate of Occupancy Date CITY OF Office of Building Official REOUEST FOR INSPECTION 1 y �y C Date— _ Permit No. Time A.M. Received P.M. Job Address ,/� Locality Owner's - Lc- s6- ✓fcc ontractor f[ Name ` / t /ylO— BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Rough G Air Cond. & Framing Footing Re Roofing n Slab = Temp Pale Top Out C. Heating Lintel Sewer Fire Place Insulation r Final Pre Fab READY FOR INSPECTION fFr Thurs. Friday OO RM Mon. Tues Wed. A.M. n P.mi. 6 1 Inspection Made _ _ _ Final Inspectio Inspector__ _— `' - — --- Certificate of ccupancy Date --- 1 CITY OF 4&4af4C 3wzk-4716u 'Qa Office of Building Official REQUEST FOR INSPECTION Date 5-7.17- /D I Permit No. Tine A.M. Received P.M. Job Address Locality Owner's Okla no h Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L] Footing ❑ Rough Wiring ❑ Rough E, Air Cond. & ❑ Re Roofing ❑ Slab El Temp Pole ❑ Top Out F-1 Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab F,tM41 ( READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. riday PM. A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupant Date S s V J- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J \ ATLANTIC BEACH,FLORIDA 32233-5445 Is1 TELEPHONE:(904)247-5800 y FAX: (904)247-5805 s) SUNCOM:852-5800 -r :) http://ci.atlantic-beach.fl.us J1;1� PLAN REVIEW COMMENTS Permit Application # O�3 — ;?- �5-7 (,�-;3 Applicant: CC— c -4 Address: Project: — P L A c— Ma./your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by q4 D .2 Signed Date Contractor Notified Date RECEI7ZONING CITY OF ATLAN S f BUILDING &MAR 2 7 tit CITY OF ATLANTIC BEAC PERMIT APPLICATION FOR REPLACEMENT OF WIND W�,Sic"' IG IIS " Nt GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: Job Address: 3 O �— s S T Owner's Name: "''� f 007 Address: 5 D s -15"r xo—/ X,-A Phone: —z- Legal Description: Block Number: Lot Number: Zoning District: Contractor: 1�6 E' ¢fj)-dc,c h- State License Number: CAC 1>3!�—/ e0 Address: i z 3 44-e 7-27-// Phone: 9p'f 7 Z 7 C¢// City: State: "/-Zip: 3e z//Fax: Describe proposed use and work to be done: &4-2z.4 z--- Present use of land or building(s): QeSiR�e�7i �j Valuation of proposed construction: 1 fit)O Is approval of Homeowner's Association or other private entity required? 4,/14, If yes, please submit with this application. Building Data: Mean Roof Height c� (ft) Building Width / S l O (ft) Roof Slope 6 *Window Elevation from Grades 7 (ft) Window Width (ft) Measurement from corner J (ft) S S k s S 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fag: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 F Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may •. result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type b. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that t lans and supporting data have been or shall be provided as requir �_Signature of Contractor: �� Date. 7 lam/ Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 120 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this pZ']# day of 6101'l-c. ,20 . State of Florida,County of Duval Notary's Signature: " Wproduced ersonally known MMt SjE NKING identificationMY COMMISSION#DD 095080r^ 3 EXPIRES:March 31,2006 Type of identification produced r�L ��-/ lL00 -oZq 7B-0 'SPF FQ BondedTtvu Notary Pubs c Underwrhers 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/27/03 i In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCOL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL NFORMATI PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNERDATE . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE'AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BELNG TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. I SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) N A .ME '.FLAILING ADDRESS-- 3 Q-Z- PHONE PHONEZ y7 ` 5 6�6 FAX E-MAIL ~ SWORN AND SUBSCRIBED BEFORE ME THIS ! DAY OF STATE OF FLORIDA, COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known Produced identification �L L � � •., TRAVIS M.IRIONS Type of identification produced MY COMMISSION#DD 054907 .-gi EXPIRES:September 4,2005 �•i,OF h ` Bonded Thru Notary Public Underwriter AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 0/02/02/02/02 Permit number Tax Folio number NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property: 2. General description of improvements: 3. Owner information: a. Name and Address: b. Interest in property: c. Name and address of fee simple titleholder(other than owner): 4. Contractor's name and address: a. Phone number. b.Fax number. 5. Surety information: a. Name and address: b. Phone number. c.Fax number_ d.Amount of bond:- 6. ond6. Lender's name and address: a. Phone number. b.Fax number- 7. umber7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1 xa),Florida Statues. Name and Address: a.Phone number b.Fax number. 8. In addition to himself/herself,owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b),Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified). Signature of Owner-. Sworn to and subscribed before me this day of 20 Notary: Known personally/ID shown: My commission expires: FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS (VERSION 1.01) BUILDING DATA JOB INFORMATION Wind Velocity(mph) 120 Company Ace Door&Window Importance Factor 1.00 Prepared By Gary Hale Exposure Category c ARM STRUCTURES Client Name Ero Internal Pressure Coefficient+_ 0.18 . INTERNATIONAL,LLC Job Description duplex placement Mean Roof Height(ft) 22 p Building Width(ft) 45 Building Length(ft) 40 Roof Slope (x:12) 6 Job Number 25999 WALL OPENINGS OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEV.(ft) WIDTH(ft) HEIGHT(ft) PRESSURE(psf) PRESSURE(psf) A Double door 4 13 5 7 31.3 -34.1 A P P WARY&@dge Strip(a)in feet= 4 iTY ()r ATLANTIC BUILDING OFFICE s S uh MAR 2 NOB O s s FBC1v101 Copyright 2002,Structures International,LLC 3/26/2003 IJEFF CROUP, INC. 40? e8Y GOO? 0-5/?�4/erz yyiO3prry P. 001 I F,qua!OpporI1010,F.niployer nrPARTMFN'I'OY PUBLIC WORKS I f Building Inspection Division May 23, 20()2 r The Neff Group, Inc. 417 Village View Lane Longwood, Florida 32779-2006 Attention: Michael J Neff NAN YA PLASTICS CORPORATION/ PLASTPRO,IN(�. DISTINCTION 1'Il3F.RC;LASS DOORS Subject. APPROVAL OF WINDOW DOCUM1rNTATION FOR WND LOAD COMPLIANCE The product documentation submitted by Nan Ya Plastics C:'orporat$n/Plastpro,Inc.fol- Distinction Fiberglass Doors to be installed within the jiu•isdiction of the City of Jacksonville, Building Inspection T;)ivision,has leen reviewed for compliance witl the FLORIDA BUTT MNG CODE 2P01. We are pleased to inform yl-.1u that the doeujticntation has been aporoved Inacc0rJ-ancc' with our Hollotirt (-;OI-02, I. EQUIRUD wlNl.)()1•V ANI-) h(X)R DOC:UMhNTATIUN F )F: WTNi)LCtAU C OMI'I.LANCE, revised 31119/02, the product iNormation submitted will be fil(-d.in our office.as"Master On File" -,iocumentation. K-arc n'tw•nulg two ('_l to you. Both copies of the signed and st:p;ed Installation Drawings have been stamper{, REVIEWED FOR CODE COMPLIOXE. It is your responsibility to furnish your customers with a legible copy of the approved Installation Drawings. The rustornez will be responsible for having a legible copy of this docum.nit at the job site foe the City's Building Inspector's use at the time of the "dry-in" inspection. An AAMA or WDMA or other approved certification label shall be attacjled to each window unit,clearly visible after the window is installed, Should any changes be made to}your product, includinginstallation drawings,new 'documentation shall be submitted to this office for review and approl�al in accordance with. Bulletin G01-02. If you have any questions, please refer them William L. kyle at 904-630- 2351. ',ZEVII'WED BY: APPROVED BY: William L. kyle, R. A Thomas H. GoldsbuFy, P. E.,I�B� I��flans ExaminerSiicrvisor �LP Chiel,Building lnspectictilT� Z�n OFflcc e AREA CODE 9041030-1100/200 E.RAY STREET/JACKSONVILLE,FLORIDA 32202-3401 Broward County Product Approval Submittal Form Exterior Door Submittal Date:_ "Ill h� For Bldl;.DepL US,- controD Permit u: 1.01ktaskd Pradoct Description 4.0 Spedfie Inotnlb,0oo RegrcmeMs 1.1 ManuPacturrr_ N rt YdP aatic5(PlasWra a)Model Namc Diamction 4.1 Type of Opening:Mwmrv,Wood:Tamed Other h)Model Number: Jamba c)Unit Sim: w to 6'0 x Ci K a)Fo6tahets(Type&Sizc): zc.-inapllminn:.)anepia,,on reverse side d)Panels(Numtw&Si2e): Mix 2 up to 36"Y80" - -- __ __ b)Fa.%ener Spacing: as invallation inarugiars on-evm.c side c)Rated Unitorm Air Peeesnre(::V.Wy Based 1 n Tea:Datl) _ ii)Negative(ps):_ see limuatioas c)Minimum Fastener Embedment:_if anchor cycnde through sub-buck use ii)Posiuvc(psi); .tae limflatims tapoon type with m ninum 1-114"anbodmant int.)miwnry 0 Inrpara R-a sioilily X No d)Maximum Shim Spacing; 114" g)Mets Means of'Escape `Yes 2.0 Material C:lrarmuiwka Sill 2.1 Door(Type&Thickness):- Fibe rA)ag- 1-3/4" a)Fasiomd s(Type&Sim): sa inaallmion a)stnraiom on reverse side a)Jamb(Type&lhiduhett): wood -1/4"-4-9/16" b)Sill(Type&Thidmc%):_ Burry A umieul) min 1 r!"x 4- b)Pacrner Spanny roc inaalluion imwvoions on reverse side 2.2 Glazing c)Minimum Fa deer Embedment: m nimum 1-1'4'eirb dme t into masonry a)Glazing MALmA tem erns min slated mit 1/2" d)Mmmum Shim Spacing: 1,4' _ b)Glaang Mahod: lamro Ir trmal Glay Head 2.3 Hanlwarc a)Fasteners(Type&Size): se:installation irismctirrms nn rever1e aide a)Description&Loeatim of loduogdo ice: 31.112"&40"up (;svik;at_par ace&dcadho b)Fastener Spacing: ser'mstallatim mmuaions onreverw side 2.4 Weephdar: none 2.5 Type of W0therj*ptng:_ �_curvircvvien e)'Mmirmm Fastener Emhcdntcmt:_if mchor oaends thrcuo crib-hue):tin 2.6 Additional Reinforcement: upwn type with mi ninum 1-114'anhadrnaa into mason 27 Location&Type of Requued Field AF plied Ser alanu:. d)Maximum Shim Spacing! Latex caulk as needed to ill iomt;an wood jamM1e 4.2 Buck 3.0 Limitaaatts: 1303ito Pressures a)Ty prJMatetvl: Wnocl 22aclue` Glazed b)Size: by ac needed for width of iamb C)Configuration: behind vcni=1 xLn w that""it masonry mfouion Double 4'0 x 6•8 +74.00 •12.00 +74.00-74m0 d)Structural: _Yes \ Ne Double 4'9 x 6-K -64.00 -10.00 +64.00 14.00 Double 5-0,6-8 -.60.00 .i6.00 -60.00 160.00 4.3 Optional Graphic Illusmon; K Yes _ No 1 Doable 5'4 x 6'K 56.00 -61.00 +56.00-56.00 Double 6'0 x 6'8 -50.00 -5,00 +50.00-50.00 (See reverse side this 1 age) So Mandatary Teats `- Tut 1ovcripuon Tea Location Tess D,ite Tea Re art^ Certifying Engmrer _ &Lim=No, ASTM E-330.90 Uniform Sufic :;a6mal d-ied Testing lab. Oaobcr 3,1997 210-1)93 l3arry Ponnov Air Pressure Orlando,Florida ril 1.1998 210-2)24 P.E.N,06258 ,LAMA 1302.5 I'breod E-try l national Certified Testing Lab. October 3,1997 210-1)93 Barr Ponnov Grundy.Florida r nl 1.]998 210.2124 P.E.tiu.16258 If comparauw analysis was used please ind mac _Yes X No 6-0$upplemental Text(optional testa) T- Tat Description Tea Location Test L)atc Tat Rq-ort P Certifying Lagnee &Litxz.se Ne. ASTM E283.91 Air tnf iltralion :inimat Certified Testing lab. O%obw 3-1997 210.1 g3 Bata Portnoy C rlando.Florida April I,1998 210-2124 P.E.ver 1625R ASTM E331.96 Water 1 ational Certified Testing Lab. October 3,1997 210-1-193 Harry Pomloy Peadmlim C rlaodo,Florida nl 1.1998 210-21124 R E•.No.16259 7.0 General Norex -�- 7.1 Ted r9orts are ria required to be subur aed. 7.2 Applimlion for huildingpmnit shall in,tude(2 originals ofthis repon.sipod and sealed by a ProfmMonxl Ens;ricer.rmewal and:hpprovod by the daign prof"imal of record. 7 3 labels and identifir$ion shall be it am+dear=with the roquiranenu of Section 3508. 7.4 All other previsions of Clic So-Ah Florid Bu:ldi:g CodesSeaward S;LuaL:#aa apply. 7.5 Tests are required if 1.If is dteellel'N+4'. &0 Certlhcaoon 9.0 AelmoMedgemirnt by Dcslrn Pt ore"Itir al of Record 8.1 To the ben of my knowledge and abilh,the abc ye gacrior door conforms to the retnr=uuaas c::'er Sou h Flons ia Building Code, Bmward Count,adoion State of Floridv_Professimal En g near or Revs can Arch nect Mark C.r':rhtman Jur,uly.:1, 999 .yi;nr rn rhrnrch '00/Toole 3HVtA([ VH SHEMIIIfi UHLt6CT9 IYd tT:9T Tim C007,99-00 FINAL At CHOKING OF A WOOD FRAME OF 10 6'0 )'- 68 DOU9LE OUTSWING UNIT PRCDUCT ACCEPTANCE No.: OD0223 r a• I I pl t I I 14' TMP. I ,a-„�. aa• --:A• ACIJYE INACT 1YP.14- s I/Y —p O 5a 1 iw. - •g rn. 14.TMP. —J (� -3, © 0= -T(D SII SCREW SCHEDULE ( 1.l XS M. PMILLPS FLAT HF.ap 1 I X 1X 1 $ 4 PHIL FLAT H O 10 X 2• PHILLJPS FLAT HEAD O fil Jf ," PHILLIPS FIAT HW • dLl11 #ODD RUMP 7 • SEE LOCK yFo Outswing Threshold J IraSTRUCfK)NS , "B" HINGE DETAIL "C^ LATCH DETAIL ALUMINUM J3lIMP Cutswing Threshold (opt —1) C T 2" sho--Od • UNE �yn "Lr' ASTRAGAL PLATEkE ` MAN�TtmExs~'--�• INSTRUCTIONS Product Acceptance No: ADO-123 Stu up to6*Ux6'S (hnswing(woodprnb) Configurat,o XX 4'0 4'$ 5'0 5'4 6'0 Double Opaque +74 .62 X1,4 .7(, +60 -66 -55 -61 456-!5 Double Glazed +74 -74 -A -64 +60 -60 -56 -56 +5u-'0 (Door does not meet Missile Impac ) Tzst N 210-2024,2110-1993 :Mfg.by Nan Ya Plaslies/Plastpro Livingston.NJ 070,c '00;Z00� 3HVM(IdYH SH30'IILl6 ZC99L:6CT9 YVJ ST:ST (13at COOZ-9Z;CO , fist' SaKa �` ,S u?-•��s. r ,.+� fir• `ar , - 't 'T' .: Rasa Nodets aua. 5a r s t alM Gadsden `> CaMptn Loan ltadhron q;.U Dawl Y` f} Z LI*M San'a�ra BakK 10r � 140 Fes, fy 12 r> �► Iir ""I 3 X f P rte•- ; Mst -.] 130 : . £ r 3 MIN x SP Mariann F Wind-borne Debris Region i #* r Section 1606.1.5 LA# Horns •: ��;�� �� ........ 120 mph&above(ASCE 7--c;8) 1 =' .•.••• 110 mph 1 m�e of coast(AscE7-se) � r � 1 muse of .':. Hada dwtl�o4s St: g � Lodi - Soiisvt,� DoSom Basic Wind Speed ` Section 1606.1.6Made 44 1)Values are roorninal design,3-second gust,wind speeds :L". Harwrr in miles per hour(mph)at 33 feet(10 m)above ground �3 f. for Exposure C Category. :: 'i 2)This map is accurate to the county.Local governments establish specific wind spe�.0 nd-borne debris Gres •. :::: d ,.. using physical landmarks such as major rivers,and shorelines 1 reads,canals, 3)(stands and coastal areas outside the last contour shall use tt*last W 6speed contour d the coastal area. y 4)Mountainous terrain,gorges,ocean promontories and specdal wind r»gions shag be examined for unusual wind conditions- 5)Wind speeds are American 3 . Standard(AS ) CE 7-9850-100-year peak gusts. s ,r k •,.cam �' -g'_ -��. r'4.z # .3x.x t; rt f .$� .". ��irk ��xa w�T� 1 �s�5 ,��� ���: �-� [ •" STATE OF FLORIDA ; -- ; � �� ,�� ly T ;'+''i �e "f�C�xY� .-- ���� P t• cif' ;xilL �S'# � rf`E _Y__-•5_�x.r_..�•-ix•�__._�...:.u,ce•._�� ._: .-.�_._�.....f ...-.rc�-..�._c.q..v.. ..m�:s.,.:_... :.. -a....:_ -x';`�"`z.5�'.`i�...,., 'ttxF.:',fi_'....,:.moi �: ,�`k8�-a -� _.. .. §1606.1.4 Protection of openings. In windborne debris regions, exterior � glazing that receives positive pressure in the lower 60 feet (18.3 m) in buildings shall be assumed to be openings unless such glazing is impact resistant or protected with an impact resistant covering meeting the requirements of SSTD 12, ASTM E 1886 and ASTM E 1996, or Miami-Dade PA 201, 202 and 203 referenced therein as follows: 1. Glazed openings located within 30 feet (9. 1 m) of grade shall meet the requirements of the Large Missile Test. 2. Glazed openings located more than 30 feet (9.1 m) above grade shall meet the provisions of the Small Missile Test. EXCEPTION: Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one= and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be designed to resist the components and cladding loads determined in accordance with Table 1606.2B. Attachment in accordance with Table 1606.1.4 is permitted for buildings with mean roof height of 33 feet (10 m) or less where wind speeds do not exceed 130 mph (58 m/s) . CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025763 Date 3/28/03 Property Address . . . . . . 302 1ST ST Tenant nbr, name . . . . . . DOOR REPLACEMENT Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1300 Owner Contractor ------------------------ ERO, JIM ACE DOOR & WINDOW SERVICE 302 1ST STREET 9123 HARE AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 727-6811 -------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . DOOR REPLACEMENT Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1300 Fee summary Charged Paid CreditedDue --------- -- - --- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 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 ASNIMPROVEMENTS" DOPLANS WHICH ARE PART OF THIS PERMIT ND UBJECT TO REVOCAT ON FOR VIO AION OF ISSUED ACCORDING OF APPROVED BUILDING OFFICIAL �3 v•?, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ry X131�� Application Number . . . . . 03-00026366 Date 6/24/03 Property Address . . . . . . 302 1ST ST Tenant nbr, name . . . . . . 150AMP, 1PH, 3W, 240, SEU,RAC Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ERO, JAMES ERICKSON ELECTRICAL CONTRACTOR 302 1ST STREET 12027 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-9090 ------------------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL z62 -3 co ,t'rS 1;.L'1 ren s CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20C)-3 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 CONTRACTOR: `L rV MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: I�C'-f JOB ADDRESS: ���Z c5—k , RES.( v/ APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( ) REPAIR( CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES SWITCH OR BREAKER J AMPS PH W � RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED ---7OPEN TOTAL 0 1 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CELL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600 O R 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO VA I MA MOTOR SIZE SWITCH I FLASHERS EACH SIGN 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.adantic-beach.fl.us RevigM 01n7m1 i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 03-00026607 Date 8/01/03 Application Number 302 1ST ST Property Address - - - ADD TO SIDE OF DWAY Tenant nbr, name RIGHT OF WAY PERMIT Application description - TO BE UPDATED Property Zoning - 0 Application valuation - Contractor Owner OWNER ERO, JIM & EILEEN 302 1ST STREET FL 32233 ATLANTIC BEACH -----Permit---------------- -- - -- PERMIT Additional desc - .00 35 . 00 Plan Check Fee 0 Permit Fee - - valuation Issue Date - Charged Paid_-- Credited C Due Fee summary ----- --------- ----------------- 35 .00 35 . 00 . 00 . 00 .00 Permit Fee Total . 00 00 . 00 Plan Check Total 35 . 00 35 .00 . 00 .00 Grand Total NOT BE PLACED IN IC SPACE,AND MUST BE CLED DEBRIS FROM THIS WORK MUST BUILDING MATERIAL,RUBBICONTRACTOR OR OWNER FAILURE TO COMPLY WITH HE CONSTRUCTION LIEN LAW CLAN Up AND HAULED AWAY BY RESULT IN THE PROPERTY OWNER PAYING SUBJECTTWICE TO REVOCATIONBUILDING FOIR VIOLAT ON OFIAPPUL CABLEPROVISIONS RDING To F AWD PLAN WHICH ARE PART OF THIS PERMIT Dim ntmr.nFFICIAL Cc: till y;lfCITY OF ATLANTIC BEACH D. Ford �3 BUILDING / ZONING DEPARTMENT L. Higgins S. Doerr c 800 Seminole Road J y, Atlantic Beach,Florida 32233 (904)247-5800 slit (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # a(AD 01 Property Address: e--rl' Applicant: Project: 51 0y*1) +0 Vr This permit application has been: Approved F-1 Reviewed and the following items need attention: Please re-submit yo application when these items have been completed. Reviewed By: ��i� Date: O $ 'd —C) 1 V—F D CITY OF ATLANTIC BEACH �UG 1 2003 BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: Job Address: Owner of Property: �/ti Address: `3d�- %'1 S�� Telephone: � `/� Legal Description: Block`Number: Lot Number: Zoning District: Contractor: t/ � State License Number: Contractor's Address: Telephone: Fax: Describe proposed use and work to be done: Com)/ Present use of land or building(s): ehl Valuation of proposed construction: 4�7e- What are the dimensions of the added space: .3 //Z feet x Z- feet Will the added area be heated and cooled? X t New electrical or increase in service? p ���j New heating/air air conditionin ? �7` New plumbing fixtures. �— New fireplace. � � b Is approval of Homeowner's Association or other private entity required?�If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. 0 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. XNO. Applicant certifies that no trees will be removed for this project. LI-YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Ifrequired by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the per rmance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an rrect apd t the plans and supporting data have been or shall be provided as required Signature of Contractor. Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: sl- -3 Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval En, JENNIFERSCHLUETERNotary's Signat MY COMMISSION#DD 121301 Xa EXPIRES:May 27,2006 ❑ y Personall kno`. B°"�dThpNo}�"Ptk 1r0"'"""' Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 Fesz-�- S-/— Alt 14. t0. X •� os 2"a ¢ 1003 4GFl l.:a ruo 3 no °oLu VY I .. • �0 01`•1 O V .. Q N - >•, O 6' no t.a o L Z El0 N QY Lit D 3tiovdti r ON Q.� S Z b. o`° .. Ir: � GO,-•O5 a. t C -13 A ,96'6-'b ) ° z ;k b r-n --.j r4 C�'b d CY �yea r �� • � kl pw7zo � TIM C3A02JddV �IiN'�id 10 111 ��1 Hot13o3n�addd J SIN_ CITY OF ATLANTIC BEACH J v OWNER/BUILDER AFFIDAVIT Date: 3 Job Address: CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE.. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT rr FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN rr IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSU OF AN OWNER-BUILDER PERMIT. ROPERTY OWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME TIESQ rDAY OF I \J 1 2003 JENNIFER SCHWETER MY COMMISSION#DD 121301 O Y PUBLIC 'a EXPIRES:May 27,2006 '•'�; Q`' Bmded Thru Notary PIlLic underwriters COMMISSIO XPIRES: NO _ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Florida's Construction Lien Law Protect Yourself and Your Investment &$Now Hm According to Florida law, those who work on your property or provide materials, and are not paid-in-full, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. Jeb Bush If your contractor fails to pay subcontractors or material suppliers or neglects to make other Govemor legally required payments, the people who are owed money may look to your property for Kim Binkey-Seyer payment, even if you have paid your contractor in full. Secretary This means if a lien is filed against your property, it could be sold against your will to pay for labor, materials or other services which your contractor may have failed to pay. Customer Contact Center 1940 North Monroe Street This document explains Florida Statute 713, Part 1, as it pertains to home construction and Tallahassee,Florida remodeling, and provides tips on I:ow ycu can avoid construction liens on your property. 32399-1027 Protecting Yourself If you hire a contractor and the improvements cost more than $2,500, you should know the VOICE following: 850.487.1395 • You may be liable if you pay your contractor and he then fails to pay his suppliers or FAX contractors. There is a way to protect yourself: A Release of Lien is a written statement 850.488.8748 that removes your property from the threat of lien. Before you make any payment, be sure you receive this waiver from suppliers and subcontractors covering the materials EMAIL used and work performed. Calcenter@ dbpr.state.fl.us Request from the contractor, via certified or registered mail, a list of all subcontractors INTERNET • and suppliers who have a contract with the contractor to provide services or materials to www.MyFlorida.com your property. • If your contract calls for partial payments before the work is completed, get a Partial Release of Lien covering all workers and materials used to that point. • Before you make the last payment to your contractor, obtain an affidavit that specifies all unpaid parties who performed labor, services or provided materials to your property. Make sure that your contractor obtains releases from these parties before you make the final payment. • Always file a Notice of Commencement before beginning a home construction or remodeling project. The local authority that issues building permits is required to provide this form. You must record the form with the Clerk of the Circuit Court in the county where the property being improved is located. Also post a certified copy at the job site. (In lieu of a certified copy, you may post an affidavit stating that a Notice of Commencement has been recorded. Attach a copy of the Notice of Commencement to the affidavit.) • In addition, the building department is prohibited from performing the first inspection if the Notice of Commencement is not also filed with the building department. You can also supply a notarized statement that the Notice has been filed, with a copy attached. The Notice of Commencement notes the intent to begin improvements, the location of the property, description of the work and the amount of bond (if any). It also identifies the property owner, contractor, surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your having to pay twice for the same work or materials. Whose Responsibility Is It To Get These Releases? You can stipulate in the agreement with your contractor that he must provide all releases of lien. If it is not a part of the contract, however, or you act as your own contractor, YOU must get the releases. If you borrow money to pay for the improvements and the lender pays the contractor(s) directly, instruct the lender to get releases before making any payments. If your lender then fails to follow the legal requirements, the lending institution may be responsible to you for any loss. What Can Happen If I Don't Get Releases Of Lien? You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner can even be forced to sell his property to satisfy a lien. Who Can Claim A Lien On My Property? Contractors, laborers, material suppliers, subcontractors and professionals such as architects, landscape architects, interior designers, engineers or land surveyors all have the right to file a claim of lien for work or materials. Always get a release of lien from anyone who does work on your home. Additional Tips On Home Construction • Verify that your contractor is properly licensed. Information regarding licensing can be found below. • If you intend to get financing, consult with your lender or an attorney before recording your Notice of Commencement. • Insist that the contractor/remodeler secures a building permit and adheres to all building codes and ordinances. Information All Construction Contracts Should Contain • The contractor's name, address, telephone number and contractor's license number. • A precise description of work and materials to be supplied. The contract should specify the grade of construction,flooring and trim materials to be used. Don't accept the phrase "or equivalent"; the contract should specify appliance models and alternates for models not available. • A beginning date. • A completion date. • A complete list of companies or individuals supplying the contractor with labor or materials. Be sure they are insured so you are protected against theft or damage to their supplies or work. • Financing information and the payment schedule. • All necessary building permits or licenses. • Agreement regarding site clean-up and debris disposal. • All warranty agreements. Ask for explanations and clarifications of legal terms or confusing language. Be sure you understand completely what you are signing: Remember, promises are difficult to enforce unless they are in writing. Even for small jobs, have a written contract spelling out the details. Be wary of anyone who says, "We don't need to bother putting it in writing." i i CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026528 Date 7/28/03 Property Address . . . . . . 302 1ST ST Tenant nbr, name . . . . . . REPL GARAGE DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 500 Owner Contractor -------------- ---------- -- ---------------------- ERO MASTERCRAFT TECHNOLOGY, INC 302 1ST STREET 1914 SEAGATE AVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 610-7440 (904) 249-5712 -------------------------------------- ------------------------- ------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 500 Fee summary Charged Paid Credited Due ----------------- ---------- ------- --- --- ------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 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. BUILDING OFFICIAL RECEIVED !s ,� CI T Y ATLANTIC' H:AC_H L9,N''N JUL 18 2003 Vi3l, CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND GARAGE DOORS OF SINGLE—FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: L l n 3 Job Address: 2 L 5 T ��11�r�r Owner's Name: Ic IZ D �T r �R/2 /' Address: Phone: a / ° - Lf a Legal Description: Block Number: Lot Number: Zoning District: Contractor: C,, a��o o6 ti State�' ise lurlYb CA-1 Address:_k 6� ty S,e.jc> G tb c Phone: f q- City: lV4AP•-iof, State: l�1Zip:3-LI 4( Fax: Describe((proposed use and work to be done: ( w�o Q P 66 �`Jy a>a" 000� PJ C ; V 5-1-�1_L �o✓— Present use of land or building(s): S( rl e�-ha c9 5A. n Valuation of proposed construction: �bo,O9 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) S S h 4 a s �s 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/27/03 GALV. RES. TOP ROLLER BRACKET GLAZING OPTION CROSS SECTIO N G V. (2) 1/4' x LER GLAZING NOT AVAILABLE IN WIND—BORNE DEBRIS REGION AD SCREWS TEST No. SBC-58D-011 ON OCTOBER 12, 1995 INCLUDED GLASS WINDOWS IN THE DOOR BEING USED. THE ABLE SLIDE BRACKET ATTACHED TEST PRESSURES WERE +48.4 PSF AND —54.7 PSF. BY COMPARISON, FOUR (4) WINDOWS MAY BE 1/4' x 1/2' BOLT k NUT PER BRACKET INSTALLED IN (1) ONE SECTION OF THE 9' X 7' AND 9' X 8' MODEL 600 AND 950 DOORS. DearaFrome WINDOW FRAME MIN. 3/32` THICK SSB GLASS WITH UV PROTECTION TION Decro INSERTS WITH UV PROTECTION C GA. STRUTS SECTION ATTACHED WITH V x 3/4' HEX HEAD SCREWS 'H STILE. SECTION B—B OLD INSIDE FRAME 10) /8 X 3/4' ZAN HEAD SCREWS AT EACH WINDOW FRAME 14 GA. GALV. STEEL F'OLLER HINGE ATTACHED W/(6) 1/4' x 3/4' HEX HEAD SCREWS SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4'-20 TRACK SPLICE BOLTS do NUTS SECURE TO JAMB WITH (3) 5/16' DIA. x 1-5/8' LAG BOLTS 12 GA. GALV. STEEL JAMB BRACKLTS I s ATTACHED W/ (1) 1/4'-20 TRACK SPLICE BOLT do NUT E D 3 BOTTOM CKET ATTACHED C ;3) 1/4' x 3/4' HEAD SCREWS 8 A ,LUM. EXTRUSION T. VINYL ASTRAGAL TRACK CONFIGURATION FOR 6'6' UP TO 8' TALL DOORS VIEW JAMB BRACKET LOCATIONS A B C D E S MAX SITE � 6'-6' 4' 21-1/2' 39' 57' 70' ATTACHMENT TO STRUCTURE 7'-0• 4' 21-v2• a2• 63' 76' •` ' �, 7'-6' 4' 18' - 36' 54' 72' 82' _T28.7TP s MPH FASTEST—MILE AND —31.3 PSF j X15T WIND SPEEDS 8'-0' 4' 21-1/2' 39' S7' 75' 88' TEST LOADS uu ' SPECIFICATIONS AND NOTES +43.0 PSF 9 PSF 46. VE m LID WOOD FRAME STRUCTURE 1. DOORS AND HARDWARE WILL BE DESIGNED. MANUFACTURED - '�` .r9`S :ARTING 6' FROM ENDS THEN 24' O.C. AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. _ 2. DOOR SECTIONS SHALL BE 25 GA. (.019') MIN. ROLL FORMED , ' }- L TO 2.000 PSI CONCRETE LIGHT COMMERCIAL QUALITY, G-40 GALVANIZATION. s 3. DOORS UPTO 7'0' HIGH CONSIST OF 4 SECTIONS AS SHOWN. +: STARTING 6' FROM ENDS THEN 24' O.C. S 4. DOORS UPTD 8'0' HIGH CONSIST OF `5) SECTIONS AS SHOWN. r• X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. 5. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED fi y X 4' STARTING 6' FROM ENDS THEN 24' O.C. BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 6. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE " TO C-90 BLOCK NTH THE PROCEDURE DESCRIBED IN ASTM E330-90, AND THE EV DESCRIPTION OF REVISIONS DATE BY X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. SOUTHERN BUILDING CODE SECTION 1606 WIND LOAD DESIGN CRITERIA THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING A JCOYERTED DRAWING TO NEW FORMAT 4/23/02 DW 2-3/4' STARTING 6' FROM ENDS. USE PAIRS OF THE FOLLOWING PARAMETERS. 16' O.C. A. BASIC WAND SPEED OF 110 MPH (FASTEST-MILE) B. DOOR CAN BE INSTALLED WITH 5 FEET OF DOORS WIDTH 10ARA01 JNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE INSIDE THE EDGE STRIP. 165 CARRIAGE COURT WINSTON-SALEM N.C. 27105 i BY OTHERS C. 15' MEAN ROOF HEIGHT AT ANY SLOPE MODEL #600 STRATFORD D. USE FACTOR OF 1.0 MODEL #950 HERITAGE E EXPOSURE RATING OFC SIg DRAWN BY AAE DALE 09/2S/95 DRAWING NUMBER7. PEAK GUST WIND SPEED OF 132 MPH WITH 2 FEET OF DOORS WIDTH INSIDE THE EDGE STRIP EXPOSURE B 30' OR LESS MEAN ROOF HEIGHT B I DATE 04/23/02 -"d6--Ny}-UU/ PER THE FBC AND ASCE 7-98. SCALE. NOT TO SCALE ISHEET 1 OF 1 Sl Sl 25 GA. MIN EXTERIOR SKIN 16 GA. 2 w/ G-40 GALVANIZATION HEXAHE OPTIONAL GLAZING 2, W%(2 MIN. 3/32' THICK SSB / I 2 , 1 ' 2 ' 3' xF (1) PEF 1 (2) 1/, 2, AT EA! B'0' 11, 2 ' 7'0' 1 1 2 ' 19 ' E 2 1 ` 2 • 2 , �, 10�' 10�' 1 � A 4B' 4B' B' SECTION HEIGHT SECTION HEIGHT STRUT SPACING INSIDE ELEVATION STRUT SPACING 18 GA. GALV. STEEL 14 GA. GALV, STEEL INTR, HINGES. ROLLER HINGES (4) STEP/LIFT HANDLESi, O ATTACHED W/(2) 1/4-20 X 2 1/2 BOLTS AND 1/4 X 20 NUTS NYLON OR STEEL ROLLER W/5' STE 00 BBR BRA 0 0 0 W/ HEX (4) 1/4 '- 14 x 3/4' (6) 1/4 x 3/4' HEX HEAD SCREWS HEX HEAD SCREWS PER HINGE PER ROLLER BRACKET W colli TYP. ROLLER BRACKETS1 TYP. HINGE CONNECTION S1 SECTION A-A (SIDE 1 2 WOOD JAMB D FR (1) 5/16' DIA. x 1-5/8' 1132�MPHOPEAK LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 20 GA. GALV. STEEL r STOP MOULDING END STILE VERTICAL JAMB ATTACHMEN W/ FLEXIBLE SEAL 5/1B' X 3' LAG SCREWS S' (SUPPLIED BY INSTALLER) vERncAL JAue ATTACHuo. HILTI KWIK BOLT 3/8" X 4' HILTI SLEEVE ANCHOR 3/8' ITW/RAMSET RED HEAD 3/E VERTICAL JAMB ATTACHMENT HILTI SLEEVE ANCHOR 3/8' ITW/RAMSET TAPCON 1/4' ; FASTENERS (3APART)-AT 7/16' DIA. BOLT RETAINER -LAGS AND Bars CAN eE a: (1) PER ROLLER 2 X 6 SOUTHERN YELLOW PINE -PREPARATION OF WOOD JAMB 2' GALV. STEEL TRACK (NO. 2 OR BETTER) TRACK THICKNESS .063- TRACK MOUNTING DETAIL r �'ZO f£S.S.L012CLL LCLYL � JI2C ABSTRACTS P. O. BOX 8418 TITLE INSURANCE JACKSONVILLE, FLORIDA 32239 (904) 354-3965 Date August 11 , 1986 Maureen O'Malley Order No. From To LEGAL DESCRIPTION Copies of Deeds for Zoning - South 65 feet of Lot 1 and Lot 3 , Block 2, ATLANTIC BEACH, S/D "A" ,• P.B. 5/69, Duval County, Florida. North 65 feet of Lot 1 and Lot 3 , Block 2 , ATLANTIC BEACH, S/D "A" , P.B. 5/69, Duval County, Florida PRESENT OWNER Estate of Horne/Cowart PURCHASER OR MORTGAGOR INSURED **Conveyed at different times 241 Atlantic Blvd. - Suite 3 RESTRICTIONS PLAT RIPARIAN RIGHTS EASEMENTS ENCROACHMENTS PROBATES AND INCOMPETENCIES C -� NAME SEARCH -,j �L_.� f — V0L2720 vs 987 OFFICIAL RECORDS GRANT OF PASErrerrr /�^ / + THIS INDENTURE, made this o Ln_ I of lr7 R C- H , Z(7b 7 1 between W. C. Cowart _ parties of the first part, and CITY OF JA Q.'ONVILLE, a municipal corporation in Duval County, State of Florida, party of the serond port, WITNESSETH, that for an in considers.ion of the sum of $ 1.00 in hand paid to the pgrties of the first part by the party of the second part, the receipt of which is hereby acknowledged, said parties of the first part hereby give, grant, dedicate and convey to the party of the second part, its rtictes-ors and assigns forever, an unob- structed right of way and easement with the right, r ivilege and authority to said party of the second part, its successors and assigns, to construct, operate, maintain, f improve, repair or remove electric .IistrLbution lines over, along, wm*Ar and across f the following described land, actuate in Duval County, Florida to-wits Plat Book 5, Pg 69 Plat No. 1 Subdivision "A" Atlai:tic Beach (9lock 2) Easterly 5 feet, Lot 1 ' TOGETHER with the right to the party of the :errand part, its successors and assigns, of ingress and egress, to and over said above d#:scribed premise:, and for doing any- thing necessary or useful or convenient for the enjoyment of the easement herein granted, including the right-to erect and maintain structures necessary to the operation of said s dintribution lines, and will permit the trimming of trees or limbs at any time the same ;? may become necessary or convenient in connection with its maintenance of said electric distribution lines, also the privilege of removi.,S at any tine any and all of said im- provements over, upon, under or in said lands, together also with the right and sasanent privilege and app%.rtenances in and to said land which may be requited for the enjoyment of the rights herein granted. ` IN JITNESS WHEREOF, the parties of the first port have executed this instrument the day and year first a�ovc written. M Signed, Sealed and Delivered �1 in the Presence of: oze-_Z% _•r (SIAL) 1 STATE OF PI.JAIDA, COUNTY OF 10VAL• Befor, me personally ar^eared to me well known and known to ala to be the persona 1 dencribed Ln a%d who executed the foregoing instrument, and severally acknowledged to ani before as that they executed the same for the purposes therein expressed. f� _�Sit sly hand and official seal this �O� day of �1RLT • at Jacksonville, County and State aforesaid. 1 jMMARY PU3 AC,-i—t&to of Florida, -� ►O' commission expires; 1 IlorAsr►ronry r,•,of namY e . ,. 1 Mr cowYlu:or t v i Ari24162 3v 2 17 PH'6l IZ wr.4K ,� 1 Cee •a ,w�..-.`yam 1 j} i , { * c.', d �, te-�r ,a1�+;..t �.yi Y�yid`e ' fLi+•..�}Tcn r7 +b * + t}ir • - , .iVitr�}r.,,'}.��,'�al♦.'_"�.,�`;'�x'•,:4a.•,'.,•ylnj>.a,'{i s.')'�'d`r<o c-:"•`°: •+Yit+tTtr''+_.„}"';r..•:}y''''•Ei�ri•...:s�c, °Vs`-w+.3<gkr_yrrvy+.:•:.-At.t:?_a.:,.':•.w+'i?s'J 5 rsx.'.'d.'yt_l l;t-.;':(;`+.f:-Yr`,:»T''^t;E.nkdk.r').a,♦ rF�,qtiT..ri.r..t dS r,aQ,{wfs>z�r}�,<$�;x-...�.'\r.i..yy�.-:''��.'s-'�_•,s...}'.Q oi.,`�Jad'td''i�t}.'.+va'+.i-"t.W�„�.4,ty4.snf rr.cr�dir,1Ve•t>"4'*-'i}•.tx•:iu.t`-_�.`l.c.'`"•.}„ix't+�.•'yk'tia>.�4!.Y�.t4.'s-rsRti'�,:�;�”]j{1yr.r*�.sr:�<-+..�4xti s-1•Hlse{�`'}la'+'+J)�.ss<yrrse,,r.c1Y•sh k.thS3i AW, ttt�v{�`far�'`:..£.'i,r�.'.iy'rt+#�l.„�.�t,M,�'.ld1i{r s+.d�+f',,°•Y,�yt...+,c,<Lw:�7tf.z{.•`:,1�+.t',py.W�.7�•.;t..••^t«'y.,.»•'.,�„'�n?,zry q.}<r2•Ait ns'a.4,.E14`„i d.txr�d7�t•sr^�r”a,�f s',.<�r�;'KS,q,;}�Nta+vr�t.i.-'5i.Ad,*tr��Mr�'iS+>1�Ar-4"t>��`•-yE*'a'.•i.'��yb.1'rf-?d:r r.•yf•,-..W.a,°�s�,.t;N4d�;�c.e...:.t'�•ra'D.,•'4•.,,7'yti,��k•.a•s{t.t•d¢*l�e1oer`•q'3.r�tt�'{is+•yvl'Ea'�t'.t�lFay.J9.P&'��a�+'.,`-Ys�dxy4']">�^)•`�pr�',t.<S•�7�+J,`s5.V.'<��t`•S"+1iMt,'•`4 M•cC✓`.r*n1r.••}�„.f:�ctt�4ir'1g'}.a.�},•S F'�.'R.�'r��7��r1-{7zJ•�7Th,'.5r1.';1i'.s+S�..<i..tM.I"-3`tj.Nw,•.r.f"(�'rhr.g',:�..r�;t';�o-��`..-':;+�4«'n-��,7'M.�f}W'.tij�''►'�Sy•�+�rti tw fk';eJya�'q�°•`��If`.�-•.t?.<yYYd.s_.J•.Y�'�'.�.S}.trT�{�wMpx•,y•TtS,{,3z:."+-`-i[?�.h�'�t3'Z�t}.zh.t�ta+'.Yt"�vC:,r•a.t•:}-�•- t,;'®r6�i1.•'`7-L'•'7i;"'en={'-.,3-�:??i.�l•*�-�.€;.f-.r^�dr}V..4•L1'r.•a'r.y�Ji,,`-.i�jt'<`t ,..r+T•�.p��av�.w�+A-,:���64..c•d'.�,+,'r+\}�tRr�S�.t y.jro,h+,,,{tF}�r.;.t�..`ti��#,c•s.*rS�•',t•r.+atde4.al,C'.f'.�,o-y'✓ty'.�^t.}.., "S'9t�..'o�.•'p*r'�r•�,ty'i7►�1�R+zy'�t'b<t�•"'•�•.":,�r:.ld.`dY:�,.,•}'",.•:An.^_"�rr��rlFz�4/�a+SSbtIir,,µ.a.�'•�7it++��'�+vaEr_�t,T1Nf`Ra��4,d�J•��•3•'n•�4A"ttt;�f't�Wi<t1m-1�.irb7,aC Sir,titMtL+fe,•��4"»tr7+i,ya��'h"+r<t•.ti4�•AR�t'•�iI.•.r++yr.C.-.�"..d T's-,a�"�`r}'-,�C�j`v•.*7�•�r:.„4'�d�+�'x'•.��1:"Yl`:•h•"'.'{1"'`-,�,y;^tA�',f.h~,s.f9,�'e+t'i1ri�,y<.nYi,z+-r<�!?.gt.•yr,t3.'`rarC>•r�l•di1rRr••+•s"'-�t¢�r,4''1'Y.�,nf•r5�}•s�i�.,~w`.�'4+.�C1h,s•9�1fi•'+..J�v TuNty:}s,d"r`°yr.r.•',�•'«+d�h•.�a.L:Wt.5�,`�.s r,;t;Y;:4•rr•''.}';>i,r.t'yti}.'•s,„�.tr�S'��.+�rir.i.,�.'C^p,^t}.$;.=y}�`+e{�{Mi'n•.X•'t^"1�.r�, '�4iy b,.�•s,i�.r�^,d,y'Xti�2.�4>r►•Xrj.1.am'3,,.t�y�r�a�'t+iJ+r9:A4k)r.r�•9+r"'+d!�r'�LY�q+rr?'•'/-�►�1.`a•.i`w.G-,r k,'''•,'YLt4µF':ctc.-t-..71S••i�- 7x''J!C.�2sr�r4•�".�•�.�rj.}'ci?:•'',Gctr�;.iS,i�_y�,fr.y`w�i.!r�•1j'' }w't;^t��4.ey.7 oli{r++t+���Jdt.��+d�!''drq Y.F�r)ti�•�sa'r1��l'c�*,+�r.+yI.++.��<�,J•Y.}R_ircTl.i,d"ei�"••�a�`rJr�'r'���r�wLS`'T.+ti•'.ST•3`'•,t't.RR9�•�;,1i~,t.ry>4`t w,1:�Y�pSz""t%�.f„ta/,�`�qYomli..:a.°.'"<ht5r+..';'.'reli'��+ar-^;';�••�r''�”.}e''}�•(S.4`y,'r•'�,Ss•„t'a•'a.cra��t.x�"a•"t�j'Y�'ttat+•„"��-Y .J.<. kw•.+,�srf�t`itr.•:�h<•�d,a�ost�$'�",C�dL'.t1ntrfJA,$.f�ti���tf`.e7.,t6ti''�,�rati�Y'.��, FH Y,t`",7.��2t�<'�i�,cy�r•p1.�'♦1e�'.•y�"',.�•:"��ra'�.'•<•�.�a l'.(r.`/r.•asi D't,�"M-+7f s,rd�`F'i+4•.d'v,r�+.t{�`.41 1� 2-11-54 2-18-54 ll :06A.M. Inst. W•Deed Clerk's No. 9583�• Tq++7d4k<t' '.ssJ'..•�nr,"y.•r�vSy�42a.,t. A Exec. Filed Deed Atlantic Beach Improvement Corporation, a corp. PageDooc1658S4 545 h^,4 c:.�-y's,.r.''•,�`,}�..y{t ee'.x.•� '•;ttj' to �}.•`'•�y�tF. cons,$10.00 Wilmer C. Cowart and Ruth I. Cowart, his wife, c Beach, Fla ., state Stamps $1 .6o Coast Drive, Atlanti76 East Fed. Stamps $2.20 PTION The N- of Lots 1 and 3, Blk. 2, Atlantic Beach, Plat 1, Subdivision A, Plat Bk. 5, p°. 59, cpr. Signed in Grantor's name by Ct. D. H %vne ; Pres. , Attest : Eleanor M. Howe, 6ecy., Corp. Seal2' Wits. Ack. 2-- 1954, as signed, (Chalmers D. Horne, Pres.)(E.. M Horne, Secy. N. P. Seal, Com. Ex. 1-25-58. Sr i46*-V ,wp 00 :rs• .od,}d " 'Mrr 51, �ty4 #7ai r.E t - s 4r v- -M.;2 -PL7': 4 q. J�5�ta•�r'5".a�`', t.«Az. < r't7.n'-•r�:£ue�'Ya.s��:. t^.n•,.'„��t.:L-•,t-�.�.+,,»5.a{a1 x�.':'�;+'Y..�r' r•'L^"r�i,'',JJ •'^. 41 ..�. Yt- ��'.iw*"• Ry.•lt:<'.'°r".x.�,rv.",'yi`j,: ,6,r%:;•. , ''- :..•. 4^ �,s<,++ti'��l• �7�-',.a3=,. C:Yrt t '� �h ., v .to •. Ji d b. � .rti, r t �+r.,t :�t AF 44241 MAP SHOWING IrSURVEY OF THE NORTH 65 . 00 FEET OF LOTS 1 AND 3 , BLOCK 2 , ATLANTIC BE-ACll SUBDIVISION "A"' , AS RECORDED IN PLAT BOOI< 5 , PAGE 69 OF TME CURRENT PU131,1 C, RIECOIlDS OF DUVAL COUNTY, FLORIDA. t Qv a a� FaU.VO of (� FoliNO f 4)7- µ/itGG U /0.4/ oVe2.G/.�/E- R E} OE O M PL 1 .4 PA a� T/�i hl�/jl/�` Y 0 8 I I I I � I LO7- U�-5 I HEREBY CERTIFY TO: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 H. A. DURDEN ADMRINIS RATIONIDA ECOD D CHAPTER 21 HH-6 FLORIDA i� & ASSOCIATES INC. CFLURIUI, PI[GIriTTR[ URVIYGR No• f(/�2 LAND SURVEYORS / / %`')T l'^j 18 SIGNED���_ h�� Post Ottice Box 50870 1103 South Third Street SCALE: Jacksonville Beach,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. /7lJ'�S Nr.--R SHOWING SURVEY uF it AS RECORDED IN PLAT BOOK �PAGE �4 9 - OF PUBLIC RECORDS OF DUVAL CO., FLA. FOR ✓ _ 10 `fiy �„ ell . rn - T ` t ... ' yC I /L t _ 6;E:Tx/!'.,l is.�� r•"T: l/v.,�. ( �rriTY�,�+�> 1�. 1 �. � - tirw../..(.r f �:.bw..:.f..�.S:.1�•! T:T,'A"•)r rl�a+-� .�3-... • i i , 1 HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN 'IN THE AIK}Vf CA"ION AND THERE ARE ENCROACHMENTS) AS $N0'rgN -! 9 SIGNED_._. QYs-_L SCALE:--- fC___.__.__—__.____ - REGISTERED SURVEYOR NO. 520 FLA. �!ONEW.JACK$OMVILLF 765576 ORDER NO._--_.-_-_ -_ . AF 44241 MAP SHOWING SURVEY OF THE NORTH 65 . 00 FEET OF LOTS 1 AND 3 , BLOCK 2 , ATLANTIC BEACH SUBDIVISION I "A"' , AS RECORDED IN PLAT BOOK 5 , PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. t Qv a Fo�/.clO [y a Fouc%O � w,f« 90 8 Q L O OVE2 L/iVE v �L Fc4^/�-cr uq i2 f3' (2•,�' O Tc� �, \ V L oT O6fq O O. O O lvecc o.�• fl w ———� 2 /�-� � ccE,s/t of� I 0 Q iC/OT 4 PA Oi` T.S�i�S SU2V�`Y 0 ,c/a ,�v/GO/�4 2c5iiZ/cTio� �/.✓E5 /3Y �t a7✓ �(l4/o IZEV/hE0 I HEREBY CERTIFY TO: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYCIRS, PURSUANT TO SECTION 472.027 H. A. DURDEN FLORIDA RATION, ECODE CHAPTER 21 HH--6 FLORIDA & ASSOCIATES INC. J LOR IDA"9G a-.aRav !J�aYOR NO. e,J2 LAND " SURVEYORS SIGNED �'L1�G.11 �`� 19� Post Office Box 50870 1103 South Third Street SCALE:, Jacksonville Beech,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. :4 1 p ...r>n 1>r 'rs.�•.1 f ..�fi 4�"T..',y}e tN ,tv rF�k�.tt1 •0.+xt ''4t4ttk �t t Y✓+fiy Y t,� gut... t L 4,•..• r . MIS Exec. C;2 Filed 2— 85 53 L_-1'?-,, _' 2 -52 3 :59 PM Inst.j�f/Deed Clerks No. CjF 1 l-'�Op Freder-_ck Eugene 1,1illiams, Jr. and Betty L. Williams Deed h.-J.,,, :al.-Ce, and. Claudia E. Williams., a single person Book 1544 Itnv,383-84 ra,mn; f" " p ! T o Jq Cons. 1.0.0'0 Nilzmer C . Cowart and. Ruth I. Cowart, his wife $8 80 State Stamps 4 • 76 FastCoast Drive, Atlantic Beach, Duval Co.., Fla.. o • Fe . vamps' $3.85 /7. DEW-niiiTION The S 65�fi. of Lots X1_ and. 3, in Blk. 2 of Atlantic Beach, Plat 1, Subdivision A., flat Bk 5�, pg 69, C.P.R Subiect to the covenants and restrictions contained. in instruments recd in Deed Bk 281, pg 213 and. Deed Bk 911, pg 481, P .R. Reference to sa:id covenants and restrictions is not hereby intended to reimpose the • Sct.IIJF'• Subject to a mage given by Frederick Eugene Williams, Jr. and k.-audia E . Williairls to First Fed.eral Savings and. Loan Association of Jacksonville, a Corp dtd 9-21-11'6 recd in Mtge Bk 1053, pgs 1.6 to 22, P.R. 'to secure T,a ment of the Irvin sum of $ ,700.00 with int as therein provided and on which there remains unpaid. the prin sum of $5,792.50 of . e application of the installment payment of prin and int due 2-1-52 ' y riY «4 ♦��' � ` � a'{ £ tnh ` cp<2it�t+fax'iY3.1f3 YS.r - '�44•a c•.t �. .7"r5 vi y 1y 7t .. ri•� .�,: i���+a��l_ ,( s. ;� �}�•t y k l• tY"'1 ,s. -''- r'`,l,�'s wa.t. sA .as 3` +C . Z. ,G 1• ^u >`1•U,rt.,rii3tthcrr;>. a4" ,'•. OW "'� a" •S' .' ]�,f'". :.fi „r..-•�. ;'R.sv'S '# 73r""g,„'r4"'rw'S +•?2-ri-si`' '4TA,.�..,� y�} ' �r.•. t ,n � k r.ttrM'{Is.� F : .y.� r i t4 '.��M �F � ,y7 P{'w q•t fir.;p ni SG Tdh] ch tin paid pr in sum and int the 2nd parties assume 2 Wits . to F.E.W.&B.L.W. , 2 Wits . to C.E .W. , Ack. , Duval Co. Fla by Frederick Eugene Williams , Jr. and Betty L. Williams, 1);s wife, N.P. Seal, Com. Ex. 5-14-55• Ack Fulton Co-. Ga.., 2-22-52, by Claudia E . Williams, N.P. Seal, CoL,j. Ex. 7-23-55. s s - wTd,.� _t't:t �,��.r.r 4'S�N1s'{-r-�Gkt��xl;rw�f��'�t�jy�}w R��^5v •ri #-;fi! ff`�> p .'. • x f 4 !r S 7 < - i t p � .,( ,t��t ��yw.y �� '`i� f,rites/� t � '' J.•i�r.��r; `.'. c �"IIZ"+. ^hi••jw A•r� ;r'ff��` - r"ZfN'k..� �An`ro 2} 9E.�, ,t1 "( r�'r;,�'S� t_ i k ' res .+� S Y! ��r: .:.f+°•,- y,{L ( S '^'s' by`J;k'`•r 4r+CA�'Fs%.'t�F�=�Yir '�5 ?." ,+•_•,�•c-• a+v "� t l� +'S• $ a st �,, *� � •+('+' °.s�- a_,,,, dyf -N 'Svc j _ k � 's� ,r "i-r a sem. `Si.. ! :s -c a tL ? K r•.t':�s`..rSr.'C. Y�ie^•.' � t- r ' -. {y .ti �.�w.� � �.:-�� f'� nR'y"'ir'g, � xli-"'�,.�f� � y,.•.P�� •' `�` '{! � V3'r' ,s �.+1.'�{-�. ,!• '' .t!'rjt "� .}t�t.. _ k r �wf'2?.� >,+�'�, t�•i� x.� ��+ of ..4+s. sg�fic��y'L .. rs. � "cc{3x'�w•C'r+r� ��'$" etiiF+t'it'.d�� '3', S. R��������'+'+".L w.-a��.r' �r r�,.. •�`!,.'t v+tr p•"t�v''it'' t} f�ye `k'�4 �i'yr`rrs�*•fktrw Iykfuer { rr4r i l 4�?, 1 _..i.�^ i is x f 1."'M � w�_y1 t }�>s��,�;�t•�b^ � f� At' r - .. VC t. ..Jr L � - �Yom. � �Jl"^•'��` h :7•,.F Y !� Pynr G ') •rrl / I A a •,7�'SZIA—s ®R, ,'�3, r�. f r r ,• r - - t - J U RVEY r ED. J . WILLIAlvS- , JFK, ATLAf�TIC j, c ACH, FLA DE5CRI PTION— Tht- sc)uf�) ca5 i-Lc f ct L�1� I f',lc - KIT �( I /1tl�rt-f•Ir. �'�r�(i, f ' , ,�U�.:C,1 ,V1.,iC A 1 ''. � s t I rmva l CC)(.Ir}tF`Iert . -t 7,Tt � ' 14 Nf' R.M . LOT � f LG-r, North I-i ca l f ;cJ Lc,4-, Nr,fi Ir1c1�dF i i� This Survcj ? 1 I n 171; Y� Lij 17, ' ? i \ IGC 1 I t I CERTI F1CATIC,-N I i-Htreby Ccrflt 7' rara� 14��vf ,; �t v� f;-+ Thf- Land5 As 5hovvn its The Ab0'/L r-0 pfl0i 7 And Thai TI-Act-c- Arc No f-t , �I�r 1�� ;� ,. • r Y� �'•� P Y •O a " I 'F a7 i F i� F i.' a t i i •'• 1+ d f AT j AD t , ;. , py ca i . , -. •e t. ..... I r i I MI. 03 yR� - CO ....E:.. MDOOT; .. F + rn iij t :L� } 15{ 51 ij FF i ij r. PIPE if 1 .1 J • 1 Y. .� i_. Ci c AF 44241 ;4 2` MAP SHOWI Irl+ E;U RVEY Off' THE NORTH 65 . 00 FEET OF LOTS 1 AND 3 , BLOCI< 2 , ATLAN,rI:C 13I /1C11 SUBDIVJSION "A AS RECORDED IN PLAT BOOI< 5 , PAGE 69 OF THE CURR]?NT PUBLIC RLCc)Iti)S OF DUVAL COUNTY, FLORIDA. ` 1 �x f Q�: f,�'�(,C/j j• T/�,F'"U�/�=..lC �� C,�/.l.C�c�c'-� .�//C..�/�:)�. t a 2/w Vrf�a / Q O. 0 0 y 41 j3 aPP,r�I/� . ,.► if .12-41 r ; ?✓ 'rlv ' ti ri� �oTO \t N CV A� 95.0, /20./ ro iCd✓ i.o' �o , �, y _ 7�o V /d O. OO � 2 A /tt Sl"/PV,�7 Y n Y: a. v Y�1W� ►o� O D o 7- A•.',c/o ,gu�LO/,c/C, 2cS;iz/cTio� /,JES i3Y /�GaT• y ;r } 4'•' TN/h /J/ID �E�TY UEJ //�! Ae- �N/4A /�EVi�cO /4.�i1�G i8, /983 00/(•i,(,/u.�iTY �•l•c/�'-c /VQ iPoo9S 000/ c. 4 I HEREBY CERTIFY TO: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL.. STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472,027 Ns A, DURDEN ADMFLORIDA INIS RATIONECOD D CHAPTER 21 HH-8 FLORIDA & ASSOCIATES INC. LYR NU [ - � 1 ?�}'t..l9��P FLURIOII m[.GIOTf;R[ URVU . f �72I LAND SURVEYORS , Qr n. ����. y t SIGNED^�_aL.��c_/E)T_ z 1 9 A { M`1 Pott Office Box 50870 �rf '� 1103 South Third Street SCALE: "�TJacksonville Beach,Florida 32250 +^ ` ~ THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED f: CITY OF ATLANTIC BEACH, FLORIDA 1 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19, IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELEC RICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. • �v✓ - . ELECTRICAL FIRM: �-� 6' MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME � ADDRESS: �^� - RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.0 APT.( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW O OLD( 1 REW.( 1 ADDITION ( 1 TRAILER ( 1 TEMP. SIGNS ( ) SQ FT. FEE SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 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 I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMP6. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS I NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES s CITY O��,,F //��-- -// ,, 4&44 'C Beat, JI- ;& � Office of Building Official l% REQUEST FOR INSPECTION Date S Permit No. Time A.M. Received P.M. District No. Job Address Locality Owner's — /LC r Name Contractor �Ej�`�jj1Z-y18— BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp PoleTop Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. // Thurs. Friday P.M. Inspection Made_ d f b CxXD Inspector Final Inspection❑ Certiticate of Occupancy Date Address Z12- oC o� Heated 1 Square Footagel j @ $3�• _per sq ft = $ -'Garage ed -Per sq ft = carpo Por IF, @ $ •� y' per sq ft = $ @ $ Per sq ft = $ �- . a�� • Patio �— @ $ per sq ft = $ TOTAL VALUATION: $ Total Valu4tion 1st $ l� Oct�.� i Remainder Valuation ter thousand or i portion thereof Total Building Fee -----------� $ ADDITIONAL PERMITS and/or FEES REQUIREn ; + Filing Fee $ �h�; / Fireplaces @ 15.00 $ V . cal BUILDING PER41T FEE $ Plumbing Electric/New ------------------------------------------------ Electric/Teup Septic Tank BUILDING PERMIT $ WAM METER CHARM $ l Well &dnming Pool SEWER IMPACT FEE $ b 1 WATER IMPACT FEE $ Sign Water Connection MISCELL4MUS $ Sewer Cotmectian Li $ Water Meter L $ Elevation Certificate � - GRAND TOTAL DUE $ 3 l ------ -----------------r----------------------r----------------r------r-----------------r--- CALCULATIONS and/or NOIES f. CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT F��1nk Throw Owner C h n r j E_�. N i cWs Address i/S 8 7 /f�s Z N�is p� �, Cd vC . zip`� A)? Phone�'0-609 Architect Address zip Phone Contractor Chn r 1E.s /Vis ds Address / S 8 yYE S f (./{� act zip 3a�3 Phone of b DB2 Contractor's License Number C li o O S S/SS Expiration Date 10 -17-8 6 Copy on File Lot // JJ-3 Block or Section // a Subdivision Zoning Street - 1 s t S t. Between f S t s-f- and E q f Gogsf 0v� side S,W , Valuation $ 1 Lj�: 0Co °Q Type of Construction W c o L) Purpose of Building e �� Number of Units Fireplaces Utility Service: Watery C-s Sewer E S If the City if providing water or sewer service, do we need to make. taps? y E S Dimensions: Building 43 I X 4f 8 Lot X /oa Size Footings /6" X g Sz. Piers t4 p Sz.. 'Sills N p Greatest Span Sills N A Sz.. Ceiling Joists a X z} Distance on Centers a Lt Greatest Span 't 3 Sz. Floor Joists X /Or Distance on Centers f 6�� Greatest Span / 3 b�� Sz. Rafters y' Distance orCenters Creates L- Span �3 Method of Heating C C n f'y,Pr/ Solid-Filled GroundS ►4 n L o ft M P.00f ja Fib 6r�' _ Flood Zone— G If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan.. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required; 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace,. is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. 0 In consideration of permit given for doing the ` work as described in the above statement, we w w hereby agree to perform said work in accordance m �' with the attached plans and specifications, which are a part hereof, and in accordance rt Cl rt with the building, ,i of Atlantic Beach. t-+ Signature Owner ;;1-w,,,,4 - Signature Contractor%ZA4�, �N o ron oCZine T . M FLOODPLAIN DEVELOPMENT INFORMATION Type of Development :' New 'Bui,lding Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zog/e (zone A) a survey must be made after the slab has beenpoured " certifying that the "lowest floor e evation- is equal to or a ove the base flood elevation esta is e for that zone, No Final Inspection will'�be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department: i COMMENTS Applicant acknowledgement : i understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt. Date ApplicantIs Signature -------------------------------------------ter-------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative DEPARTMENT OF BUILDING Q 015 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. y PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Sept. 19 , SCS Date 19 Valuation$ 136 , 19 7. 6 qee$ 454. 12 � 454.12 T This permit not valid until above fee has been paid to City Treasurer,and is a�rj454.12CKT� � � 9/24/3f subject to revocation for violation of applicable provisions of law. _3015 /C 2,093 This is to certify that CHARLES NICHOLB 1 A 9/24/1f CRC038155 Ouni has permission to build Duplex as per plans submitted residential RG Classification Zone i Owned by Frahk Thrower & Charles Nichols n z o Lot_ Block S/D House No. 302-304 FIRST STREET According to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 0 4-0 O Building material, rubbish and debris f from this work must not be placed in public space, and must be cleared = up and hauled away by either con- tractor r owner. Bui n Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER CITY OF c Office of Building Official REQUEST FOR INSPECTION 4 ` Date C ! `— (/ —,3 KG Permit No. Time A.M. Received P.M. District No. Job AddressLocality Y? Owner's Name Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring Rough ❑ Air.Cond.& Re Roofing ❑ Slab ❑ Temp Pole Top Out Heating Lintel ❑ Final Fire Place ❑ Pre Fab READY FOR INSPEC ION A.M. Mon. Tues. / / ed. T urs. Friday P.M. Inspection Made L/ (p/ A. InspectorFinallnspection❑ Certificate of Occupancy �•Z.�'fi'� t��`��II�Ci`�� Date / CITY OF J 4&W ,&C Bea4r 4-I&Wu4 Office of Building Official REQUEST FOR INSPECTION Date /( �" ' Permit No. Time A.M. Received_ P.M. District No. Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL / PLUMBING MECHANICAL Framing Footing El .B Rough Wiring . Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final Fire Place ❑ Pre Fab READY FOR INSPECTION _ A.M. Mon. ue9. Wed. Thurs. -� Friday P.M. Inspection MadeM. Inspector Final inspection❑ Certiticate of Occupancy Date BUILDING AND ZONING INSPECTION DIVISION CITY OF JACKSONVILLE, FLORIDA APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant too complete all items in sections I, II, III, and IV. I. Street Address: - LOCATION OF Intersecting Streets: Between __ And oraat '- BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. MechanicalState Certification or Contractor Name F /ywl Registration Number cF2 Qualifying Agents ers Card Signature ` � �'; Number �� Property Owners Signature of Name c ,LZ„ Architect or Engineer III. GENERAL INFORMATION A.Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON A-Electric THIS BUILDING OR SITE? 41 ❑ LP Gas Natural Gas IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil Solar Wood PERMIT F] Other-Specify _ IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A.,.�? Residential B. ❑ Commercial Heat: A. El Space B. ❑ ❑ Recessed C. Central C.p New Building D. ❑ Floor ❑ Fire Place ❑ Wood Stove D. ❑ Existing Building Air Conditioning: A. 7c_AIr-to-Air Heat Pump E. C Replacement of existing system B. ❑ Water-to-Air Heat Pump C. ❑ Straight Water Cool F.4� New installation (No system previously installed) D. ❑ Straight Air Cool G. ❑ Extension or add-on to existing system Duct System: Total Capacity �� cfm H. El Mobile Home ❑ Refrigeration I. ❑ Other _ ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) ❑ Gasoline pumps (number) THIS SPACE FOR OFFICE USE ONLY ❑ Tanks (number) (Received) ❑ LPG containers (number) Remarks ❑ Unfired pressure vessel ❑ Boilers ❑ Rangehood Permit Approved by _ Date - ❑ Cooking Equipment c 4 � � Permit Fee —— ❑ Water Heater ❑ Gas Piping LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving Number Units Description Model Number Manufacturer (Tons) Agency a 36 6- - HEATING - FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description Model Number Manufacturer (BTU) Agency 7.1 A91;yrn3_ lb_ 7-C 9 J TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving I and Dimensions Contained Manufacturer No. Agency E I — I PS-428 BUILDING AND ZONING INSPECTION DIVISION CITY OF JACKSONVILLE, FLORIDA APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT —7Applicant to complete all items in sections I, II, III, and IV. I. Street Address: LOCATION OF Intersecting Streets: Between And BUILDING Sub-division N"7 II. IDENTIFICATION — Tb be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Mechanical I State Certification or Contractor Namej J Registration Number Qualifying Agents asters Card Signature Number Property Owners Signature of Name Architect or Engineer III. GENERAL INFORMATION A.Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON 'Electric THIS BUILDING OR SITE? GSC.-o ❑ LP Gas Natural Gas ❑ Oil Solar Wood IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Other -Specify - -- PERMIT IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) A.�< Residential B. _. Commercial Heat: A. ❑ Space B. ❑ Recessed C. I5�-Central C.4 New Building D. ❑ Floor Fire Place ❑ Wood Stove D. ❑ Existing Building Air Conditioning: A. *t-Air-to-Air Heat Pump E. ❑ Replacement of existing system B. I I Water-to-Air Heat Pump C. ❑ Straight Water Cool F./--w New installation (No system previously installed) D. i Straight Air Cool Uy G. Extension or add-on to existing system -Duct System: Total Capacity f cfm H. Mobile Home ❑ Refrigeration ❑ Cooling tower: Capacity g p m I. Other ❑ Fire sprinklers: Number of heads ❑ Elevator - Manlift Escalator (number) ❑ Gasoline pumps (number) THIS SPACE FOR OFFICE USE ONLY ❑ Tanks (number) (Received) ❑ LPG containers (number) Remarks ❑ Unfired pressure vessel ❑ Boilers ❑ Rangehood Permit Approved by Date ❑ Cooking Equipment Permit Fee ❑ Water Heater ❑ Gas Piping LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving Number Units Description Model Number Manufacturer (Tons) Agency HEATING - FURNACES, BOILERS, FIREPLACES Capacity Approving Number Units Description Model Number Manufacturer (BTU) Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency PS-428 1 i DEPARTMENT OF BUILDING 8016 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO— PERMIT TO BUILD � a4.00 r THIS PERMIT MUST BE POSTED ON JOB 74.00CKT i j Date-10-2819 8E 4947 1 A 10/28/9 810 16 *OOCAr Valuation$ Fee$ 84. 0C 'i947 1 A 10/28/53 nein 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. This is to certify that AIR FLOW DESIGNS , INC . has permission to bl INSTALL HEAT & AC w Classification RESIDENTIAL Zone Owned by 1'IiROWER/NICHOLS Lot House No. 302-304 FIRST STREET s/D It According to approved plans which are part of this permit t NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE /--10 4 10 O Building material, rubbish and debris -A from this work must not be placed in public space, and must be cleared = up and,-4auled away by either con- tract"jr owner. Bu&Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR 1 PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH, FLORIDA App.o.Vd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: S IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED 1`: 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.IIIIIT",TttE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES U I CYe1 yl Aiz�'I�'n �!. -r A V I nFlD I� ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME.C0-3 • /V„t CJ-) 0-124 . ADDRESS: 3()a / '�__t �`-'�Q° RFD BOX BLDG.SIZE BETWEEN: RES, APT.( ) COMM. ( 1 PUBLIC( 1 INDUS. ( 1 NEW(A OLD 1 1 REW. 1 1 ADDITION ( 1 TRAILER ( ! TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW( INCREASE ( 1 REPAIR l 1 44 FEE CONDUCTOR SIZE < ;Z-- AMPS /So COPPER ALUM. SWITCH OR BREAKER JO AMPS / PH --', W a ~VOLT CRACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. ovK" APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR ' OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. INA NO. lKVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED s TOTAL FEES ..,.y.,.. ` . CITY OF ATLANTIC BEACH, FLORIDA App"wed by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: 80 S 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 ACCARDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCYS. -4 - _pCCC_k_ ELECTRICAL FIRM: M ( MASTER ELECTRICIAN SIGNATURE NAME _C r C LL� / l f' hAb ADDRESS: ��C�� I RF.- ---BOX-BLDG.SIZE BETWEEN: REL •1 APT.(' ! COMM-I 1 PUBLIC( ) INDUS.1 1 NEW'A OLD( 1 REW. ( 1 ADDITION ( 1 TRAILER 1 1 TEMP.f 1 SIGNS ( 1 SO. FT. SERVICE: NEW�•a INCREASE ( 1 REPAIR ( 1 i FEE CONDUCTOR SIZE " AMPS S" COPPER ALUM. SWITCH OR BREAKER S AMPS PHa VOLT C 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. Tii� SWITCHES INCANDESCENT FLUORESCENT m M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELLTRANS AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR ' OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0,1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V j. OVER 600 V. NO. kVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE [SWITCH FLASHER EACH SIGN FORWARDED S c)Q TOTAL FEES ` CITY OF 716 OCEAN BOULEVARD -- -- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 ^\ TELEPHONE(904)249-2395 October 21, 1986 Memorandum To: Building File: 302-304 First Street From: Rene' Angers, Community Development Director Subject : ADMINISTRATIVE VARIANCE GRANTED This is to advise that an administrative variance of 10%, as provided in Section 24-47. (8) of the Code, has been granted to the north one half of Lots 1 and 3, Block 2, Atlantic Beach Subdivision A; also known as 302-304 First Street. The variance permits construction of a front entrance deck, approximately 4' above grade, on the north side of the property, encroaching the corner side setback by 1. 5' . WSince ly, Rene' Angers cc: City Man r Building Inspector Thrower/Nichols Construction Co. To: Renee' Angers,Building Official 10/21/86 City of Atlantic Beach Atlantic Beach, Florida Re: Administrative Variance Duplex under construction at 302-304 1st st. Atl. Bch. Permit # 8015 Front Deck entrance requires 2 ft. more than allowed in building setback. Deck will be approximately 4 ft. above grade. Deminsions of deck will be 17 ft 4 in. long by 4 ft. wide. Deck will not be covered. Sincerely, Charles Nichols Thrower Nichols Const. Co. CITY OF— t ATLANTIC BEACH No, 3467 FLORIDA December 31, 12_ g 19._ NAME Charles Nicholk ADDRESS 4557 Historicak Tr. Cove CITY Jacksonville, Florida 32225 M��f,,}•�r�t r ,t9 � r. - t 8r�,� t A5t j0�a0i ;/00. 1c 6- f �/s 1SEWER CONVECTION CHARGE ;41-353-5200 s67(Sewer Tap) $500.x00 8 6/i 1001 302-304 First Street ti When Signed, Dated and Numbered, This Becomes an Oficial Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER 44 0 500 I .00K0 '� � Z � c 7 INSPECTION LOG JOB ADDRESS CONTRACTOR. - � OWNER BUILDING PERMIT D ELECTRICAL PERMITI Q PLUMBING PERMIT TEMPORARY POLE PERMIT MECHANICAL PERMIT U (o ]`MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J .E.A. Temp Pole Footing Slab Framing Plumbing (R) \� ` Electrical (R) ' Mechanical Fireplace Top out Other Electrical (F) FINAL INSPECTION Certificate of Occupancy Issued COMMENTS : CITY OF - rQ&4a c. B — -1&,, P Office of Building Official l REQUEST FOR INSPECTION �j Date e� �' 6 /J Time Permit No.__ Received A.M. P M District No. Job Address Locality Owner's D Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING FramingMECHANICAL ❑ Footing Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out Lintel G Final 171 ❑ Heating Fire ❑ READY FOR INSPECTION Pre Fab Mon. Tye A4,-1 Wed. Thurs. A.M. / Friday P.M. Inspection Made /b A.M. P.M. Inspector r6t Final inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Time Permit No.� Received A.M. —� •M• District No. D oZ ,�Z7 Job Address., Owner's /�� Locality Name Contractor 1�C/ BUILDING CONCRETE ELECTRICAL PLUMBING Framing ❑ Footing ❑ Rough Wiring ❑ Rough MECHANICAL Re Roofing ❑ Slab G Temp Pole ❑ Top Out � Hleatin Cond.8 ❑ Lintel ❑ Final g j Fire Place ❑ READY FOR INSPECTION Pre Fab (12 Tues. Wed. Th A.M. Friday P.M tio Made Inspector Final Inspection❑ Certiticate of Occupancy Date CITY OF fQf�aSsr�iC /.�ear„ls-��rda Office of Building Official REQUEST FOR INSPECTION Date i - I Permit No. T 6) A.M. 3 a ( I P :, 11 District Na. Owner's Job Address Locality Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole 0 Top Out ❑ Heating Lintel ❑r Final Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. ��yyV �� Friday P.M. Inspection Made A. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF '��° ✓/w 4& #dw Be cit-I •.�'► Office of Building Official // A REQUEST FOR INSPECTION Date ` ( Permit No. Time A.M. Rece�OO �� P.M � District No. Job dress // � Locality Owners2,`� /,� , Name ontractor BUILDING CONC ETE ELECTRICAL / PLUMBING MECHANICAL] Framing Footing E, Rough C•Rough Wir , Rough ❑ Air.Cond.& C� Re Roofing ElSlab Temp Pole Top Out 1-0 Heating Lintel Final Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. .Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date �� f E f r 1 # y'�,Y ,: '�i�3t �kd.•s, .r Ir �\ ft�{.�;: ,: +> ...•J,� 57 re ilk ��ff ••�� t f E r r 4J a t^• ' H 4J �. rR I Q' Ql 4-A13. i 4 W q 0 f; . L. a s �0•A w �. z ro j CL 0'E am z. zm ° w CL Q) i t +sn H Cc N ° U] U x Ql p p u ai +k r i , W �4 CO An PQ 41 0 0 �y fit'\ Q t` [ islC7 � - 00 0 4J E4 CY) F N fes, ro N CO .-, ^><a ._.1 H N •• ,q .[ ro - yr ,n a U s, o a, +' e., ,Y YI l z i-t A) +J 3 aai 4J , CL s:e W G ro > d' p Q) b fii yr 't F 5 ,wf EO ,mow ,t ro a ai ' �•��� � �` 5 r rF^ll t t•e A 71,'i � 'y Fa9:� ro:..� ^'c: - f t ,� 4 �� •y " fS ! _ tEM �i:'• 'w,t t� f, )' •� � 1 °J t r >,"� 1 r y t'Y L 1 l ` J 7 � 11: 1 } '�,+"'"'"tttt ° w i y�Sf� -• Yi.' � . Rn !t • : • F k YC) fi�'�w Ext i s .4m. kj,f.,f ?' j11� r as 4,� • -�� .i S r SjY 'Tr' :,r! \x9i.•�..�:.� "i ;lAegy.. 1.6 1 r, h••,. r) f i tt., a,a' a�':` J}fY ' tJ �- - a pie-yfr� i - y �`;�y, ��yrR• ���� ��yy ,n.�y�fj�{'�,y< 1, � t �; [• 1¢y4t CITY OF 1 �uttic beat( - 9&ud4 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 April 20, 1987 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 Pest Duval Street Jacksonville, Fl. 32202 The following final inspection has been made and is satisfactory: Permit # 5108-- 302 First Street Permit issued to Bivins Electric Company Sincerely, l ZTR�,enn,e' gers Community Deve o ent Director cc: building file CITYOF 416i & ne4cls-0;4M.4& Office of Building Official REQUEST FOR INSPECTION Date e �" Permit No. D Time A.M. Received P.M. District No. J b Address Locality Owner's Name Contractor :" BUILDING CON RETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSP A.M. Mon. Tues. Wed hurl. Friday P.M. Inspection Made Inspector Final Certificate of Oocupanc. Date CITY OF �pttxtmrnt ofnilatng Jnsrtttnn ndard ern ta ' Certificate issued pursuant to the requirements of Section log a incompliancecurnpl�ar�Siuith the This f Building Code certifying that at the time of issuance this structure various ordinances regulating building construction or use. For the following- various T, t 4 Bldg.Permit Na Ux Classification Re s i dentia , , r�t i ( --- TWt:nn on.?j3T1 —Fire DC�1$ �t7C fi �,t 1. ch TW croup 145 Pine „1, ThreWer/('tLa ,—Aadreu_— owner of Building �t r�+C-L Locality——— ---- 02 First Building Address BY: c--�_—f--y Date:---��— Building O it atTi l pST IN A CONSPICUOUS PACS BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: 4/10/87 Building Contractor: Nichols Contracting Building Permit Number: 8015 Address: 302 First Street Legal Description: Lot 1 $ 3 (N. '_,) Sub-"A" Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Townhouse Comments: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE A PROVED: BY4---Fire Chief 4/10/87 � ------ --- -/ -- - Public Works 4/10/87 --- /��--- -�- Planning Director 4110/87 - Building Inspector __ 4110(87------- 777 C,rrtifiratr of (�rru�ttnr� CITY OF DrIparfmpn# n# 'Nnilbing Napprtinn This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Useelawsification Residential Townhouse Bldg.Permit No. (_015 Group TypeConstruciionFrclM Fire District. Atlantic rle-ad-1 Owner of Building 'r,lnk Tbrnw mr/ Ba9D-0 �"-T F�ru C' eet Building Address '.OA Tl rS St-reef Locality ,�-- By:- rrP_rn Building Official POST IN A CONSPICUOUS P"CS BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: 2/19/87 Building Contractor: Nichols Contracting Building Permit Number: 8015 Address: 304 First Street Legal Description: Ipt 1 & 3 Blk 2 Sub 'W" Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as TownHouse Comments: BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY Fire Chief ____ 1'7_ - --- Public Works Planning Director Building Inspector ____ 2/19/87 UTILITY AGREE= (Water and Sewer) THIS AGREEMENT, made and entered into this 16th day of Sept. 1986 , by and between the City of Atlantic Beach, Florida, a municipal corporation, hereinafter referred to as "City", and Frank Thrower and Charles -Nichols and its successors and assigns herein referred to as "User", TAEREAS, User owns land in Duval County, Florida, described as follows: North of Lots 1 3, 31ocyc 2, Atlantic Beach Subdivision Al 302-304 First Street and WHEREAS, User plans to develop said land by constructing 1 buildings, residences and/or other improvements thereon consisting of 1 duplex/tx,7o residential units and W[=AS, The City is the owner of a water plant, water distribution system, sewage treatment system and sewage collection plant in the vicinity of the above described property; and VJHEREAS, User will need water and sewer service, and User desires City to furnish same; and WHEREAS, City is willing to operate such water and sewage treatment system so that all buildings constructed on User's property by User may have furnished to them water and sewer service, subject to all terms and conditions of this Agreement, NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, the parties hereto agree as follows: (2) 1. Upon the term and conditions herein contained, the City agrees to provide potable water and domestic sewer services to the User's Property. The term "domestic sewage" used in this paragraph and referred to throughout this Agreement is defined as follows: Hunan waste including liquids and solid matter carried from plumbing fixtures normally carried off by drains and sewers, and except where specifically excluded bath and toilet wastes, laundry wastes, kitchen wastes and other similar wastes. It does not include commercial or industrial waste. 2. City agrees that after User has connected to the system, thereafter City will provide, at its costs and expense, but in accordance with other provisions of this Agreement, including rules and regulations and rate schedules, sewer service and water service to User's Property in a manner conforming to reasonable requirements of public governmental agencies having jurisdiction over City's water and sewer operations. 3. User shall, at its costs and expense, install all of the potable water distribution and domestic sewage collection lines which may be required on User's property, including engineering cost, to connect City's plant to; the User's property, and all other facilities necessary to make it possible for the City to provide adequate potable water and domestic sewage service. If buildings more than two stories in height are constructed an the User's property, the User, at its own expense, agrees to furnish to the City any equipment which may be necessary for pumping potable water to the additional height with associated back-flow preventers, (3) At all times during the construction of the potable water and domestic sewer lines and related equipment, the City shall have access to the construction and the right to inspect the construction to insure that the lines and related equipment are being installed in accordance with the plans and specifications approved by the City. User shall construct the domestic sewage disposal lines in such a manner as to insure that no water from air conditioning systems, ice machines, swimming pools or any other form of condensate water shall flow into the domestic sewage disposal lines of the City and nothing other than sewage in its strictest sense shall be discharged into the domestic sewage disposal system. of the City. City shall inspect all connections made by contractors, plumbers, builders, etc. to any portion of the sewer system that discharges into the sewage collection system owned or operated by City or contemplated to be owned and operated by City under the terms and conditions of this Agreement prior to being covered up. City shall only be obligated and will only provide water and sewer service to User's property upon 100% completion of all terms and conditions of this Agreement. 4. User shall pay a planning and inspection fee in order to defray all actual costs to City of preparing and executing this Agreement, including any attorney's fees; and conducting the inspection and testing of the installation of the User's Extension; and all other administrative costs incident to accepting the User's extension, Said fee shall be equal to one half of building permit fee. 5. User shall pay City a "Sewer Impact Fee" of $1,035.00 per residential unit and a water impact fee of $10.00 per fixture unit/or as otherwise (4) provided in the City's Code of Ordinances, 6. The City shall provide water and sewer service to User's property upon payment to City of the standard meter charges as provided in the City's Code of Ordinances ($85.00/ 5/8 x 3/4 inch meter) , 7. Payment of the Sewer Inpact Fee, Water Impact Fee, Planning/ Inspection Fee and Water Meter Charges, shall be made in full at the time City approves the plans. 8. In the event, at a future date, City's charges, rate schedules . or fees are revised, subject to the operating rules and regulations and approval of governmental authorities having jurisdiction, then in that event, User and/or assigns shall pay the charges, rates or .fees then in effect on date of payment, 9. Hydraulic share of main extensions--payment or refund; User recognizes that water or sewer utility service to th User's property is provided by the use of a main extension and other improvements constructed by a prior developer and that User is obligated to refund to said prior developer User's share of the cost of said main extension or other improvements, Accordingly, User shall pay its pro rata share of the cost of said main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ 'o.� With respect to utility facilities installed by User to which ,future developers connect directly, and in consideration for monies expended by User toward said facilites, City shall refund to User, or User's successors or assigns, solely from monies collected from said future developers, said (5) future developer i s pro rata share. of the cost of said facilities, Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible, The refund obligation of City, hereunder and the benefits to User related thereto shall expire five (5) years from the date of execution of this ,Agreement, Said refund shall be imde to User within sixty (60) days of the receipt of payment by City from a future developer, 10, If any damage is done by User, its agents,i or employees'i to the existing potabl-4 water lines or domestic sewer lines of City or other utilities CATV, electric, phone, or the potable water lines or domestic sewer lines installed pursuant to this Agreement, during or after the installation thereof and by reason of construction work, User shall at his expense, make such repairs as are required to restore said potable water or domestic sewer lines to the condition which existed before such damage occurred, but in the event User does not restore said potable water or domestic sewer lines (but this clause shall not be construed as to require the City to make such reparis or restoration) , User shall provide the City and its agents adequate access and facilities for the making of said repairs. All costs incurred by the City in making such repairs, shall become inmediately due and payable and shall be considered in all respects the same as if said charge had arisen in connection with the rendition of the regular services of the City, 11. Notwithstanding any provision of this Agreement, the City shall have no obligation to provide sewer services to any customer producing sewage which is unusually burdensome, unusually costly to process or substantially detrimental to the sewage system, 12. This Agreement shall be beinding upon the parties hereto, their successors in interest, grantees, transferees and assigns, In the event User transfers any part of the User's property, it will cause its transferee to comply in all respects with the provisions of this Agreement. 13. In the event the City sells either its sewer treatment plant or collection system or its water treatment plant or water distribution system to any governmental body or any other purchaser, then, in such events, this Agreement shall terminate as to the City on any protion sold and all of its obligations or liabilities hereunder shall cease and determine for that portion sold. 14. The City may shut off the water to the User or any other person and refuse to accept sewage from the User or any other person if the User or any other persons shall fail to pay any stens due hereunder when the same beca.ue due and payable. Nothing herein contained, however, not any action taken by the City in pursuance hereof shall impair any other remedy which the City might have, at law or equity, for breach of this Agreement by Owner or any other person. 15. City does not guarantee an uninterrupted supply of water for any purpose or water at any particular pressure for any purpose and reserves and shall have the right to shut off the water in its main at any time for the purpose of making repairs or extensions or for other purposes incidental to its water supply and will not be responsible for any damage caused by law pressure. City shall have the right to turn off water service at the main where the User has been found to be useing water illegally, and to assess a fee for restoration of service. 16. The City shall have the right to assign and transfer this Agreement at any time provided, however, that no such assignment or transfer shall impair the rights or increase the obligations to the User or any other person pursuant to this Agreement. (7) 17. Unless sooner terminated as provided herein, the initial terrn of this Agreement shall be 15 years. After the initial term of 15 years from the date of the execution of this Agreement, the terms of this Agreement shall automatically be renewed for successive terms of five (5) years each, unless written notice of termination of this Agreement is provided by either party hereto, not less than ninety (90) days prior to the commencement of any such renewal period. 18. It is expressly agreed and understood between User and City that there are no other written or verbal agreements applicable herein between User and City. 19. This Agreement may be amended and modified from time to time as necessary by mutual written agreement of the parties hereto. IN WITNESS WHEREOF, the User and the City have caused these presents to be executed the day and year first above written. Signed, sealed and delivered in the presence of: User Witness City o At antic Bea Witness 4'. PLUMBING WORKSHEET 2— SINKS SHOWERS 2 DISHWASHERS _q CLOSETS '2— BATH TUBS O FLOOR DRAINS 2 WASHING IACHINE WATER HEATERS 2- DISPOSALS �p LAVATORY URINALS OTHER 14C TOTAL FIXTURE COUNT 6� FIXTURE UNIT BREAKDOWN 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 $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL J SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRI►' Fnli STAT �UNIT) � URINAL, WALL LIP FLOOR DRAIN (1 UNIT) (4 UNITS) Z WASHING MACHINE RES. ( URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (B UNITS) r C; NATER CLOSETS, TANK-OPERATED WATER CLOSETS, VALVE OPERATED (8 UNITS) (4UNITS) SH014ER STALL, DOMESTIC BATHTUB (W/OR W/O OVERHEAD (2 UNITS) ` SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) /1 _ D1SH1;'ASHER (,2 UNITS) \✓� KITCHEN SINK (2 UNITS) KITCHEN SINK/l•:ASTE GRINDER (3 UNITS) e° pb TOTAL FIXTURE UNITS @ $10.,00 EACH @ �� �_ q7O CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 3Qa - ?�L4 AST �S 1 PLUMBING CONTRACTOR [) t- C w1�I,�►�� LICENSE NUMBERS �. -�• OWNER P 2,-Jk.j/, BUILDING CONTRACTOR T-Va,-`'�, TeX- f TYPE OF BUILDING IACC_0-� _SINKS __j_SHOWERS _LAVATORY _WATER HEATERS _BATH TUBS _DISHWASHERS URINALS DISPOSALS 1. CLOSETS _WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. i DEPARTMENT OF BUILDING R l• KT CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. OC223 PERMIT TO BUILD 60117 ,0(03 iA THIS PERMIT MUST BE POSTED ON JOB P234 1 � 9/29' Date ,2 19- 94. 00 994, 00 Valuation$ Fee$ 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. This is to certify that B&G PUR GING INSTALL PLLfiSING has permission to build ClassificationZone T1 0 Owned by Lot BlFIRST r. House No. According to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS i -n AFTER DATE OF ISSUE 4 10, r--10 O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and h ed away by either con- tractor Building Official FOR OFFICE PERMIT DATE CONTR OR USE ONLY NUMBER PLUMBING ELECTRICAL I SEWER WATER oF�KE sF Department of Professional Regulation n<ao Construction Industry Licensing Board Richard P. Daniel State Regional Office "Coo„T za`�` 111 Coast Line Drive East, Suite 504 Post Office Box 2 Jacksonville, Florida 32201 August 18, 1986 (904) 359-6310 Mr. Charles D. Nichols Charles Nichols Builder 145 Pine Street Atlantic Beach, FL 32233 CERTIFICATION AS A Residential Contractor CERTIFICATION NO: CR C038155 EXPIRATION DATE: October 17, 1986 Dear Mr. Nichols: This will serve as your Temporary License as the qualifier of the above entity. Until the above expiration date, you are entitled to all the privileges allowed under the Law, Part I, Chapter 489, of the Florida Statutes. Your permanent license will be forwarded to you from Tallahassee. �I Sincerely, THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOPD Mi ton Rubin Administrative Assistant MR/rs Board Members Stanton M. Alexander Henry G. Bachara Selma S. Barganier Michael L. Blankenship Samuel M. Bloom Danny G. Carson J. R. Crockett G. E. Daniel Edwin Dickey Thelma Dudley William R. Ellis John Fix Robert Fleckenstein Terry L. Manrique Wayne Masur Terance W. McLaughlin Edward A. Parker Robert S. Reed Joe M. Richards George A. Rogers, Jr. Louis P. Samuels Donald W. Stobs Frank L. Whitehead Fred L. Seeh, Fxeriait>e Dirortor FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32301-8244. PROJECT NAME 4_V 4c!^ PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 1 2 3 BUILDER: s. Mri la.1 t C A to PERMIT NO.: OWNER: I JURISDICTION NO.: DETACHED CHECK IF WORST ❑ IF MULTIFAMILY, GLASS AREA AND TYPE NEW F—] ADD. CASE CALCULATION: NUMBER OF UNITS: CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED CEILING INSULATION SGL ❑� SGL ATTACHED FLOOR AREA UNDER ATTIC SGL. ASSEMBLY NEW ADD. 1 11 SIZC� R = ®.❑ R = []_ J DBL DBL NET WALL AREA AND INSULATION CBS R= FRAME R= STEEL STUD R= LOG R= F1 I I IE [D i i i i m_ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM UNCO IN SPACE . ❑ CENTRAL El NONE ❑ ELECTRIC STRIP El HEAT PUMP ❑ ELECTRIC ❑ SOLAR SPACE R = m. d./ ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS ❑ DED. HEAT PUMP SPACE R SEER/EER = ❑•❑ COP/AFUE _ ®.® EF = .� SF/EF = ❑ m•� NUMBER OF BEDROOMS INFILTRATION _ +rf C� e, X to — ®•® PRACTICE USED ❑ #� ❑ #2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.1 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded b all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR & 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS & HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL PIPES BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE SEALED_ HVAC CONTROLS 904.7 SEPARATE READILY ACCESSIBLE MANUAL ORAUTOMATIC THERMOSTAT FOR EACH SYSTEM. CEILING INSUL. 904.9 MINIMUM R-19. -1- A SUMMER POINT MULTIPLIERS 9B SUMMER OVERHANG FACTORS(SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 OVERHANG RATIO ORIEN- 0.0 0.18- 0.27- 0.36- 0.47- 0.58- 0.71- 0.84- 1.19- 1.73- 2.74- 5.67- TATION 017 0.26 0.35 0.46 0.57 0.70 0.83 1.18 1.72 2.73 5.66 U N 1.0 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50 .45 NE/NW 1.0 .91 .86 .80 .75 .71 .67 .63 .48 .42 .37 E/W 1.0 .92 .86 80 .7 .68 .63 . 7 4 C:19 .31 .25 SE/SW 1.0 .90 .82 .74 .66 .60 .54 .47 .3 .32 .27 .2 S 1. `' 86 .77 .68 .60 .54 .51 .45 .39 .35 .31 .28 OVERHANG RATIO = L/H �� L 'T T H L H H Fh_ 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK LOG FRAME INTERIOR IN L. EXT. INSUL. R-VALUE WOOD FR WOOD NOR I WT. I _LT WT NORM LT WT 0- 6.9 2.4 6 INCH R-VALUE EXT ADJ FR-VALUE EXT ADJ EX EXT EXT 7- 10.9 .6R-VALUE EXT 0- 6.9 5.5 2.2 2.9 2.2 1.1 1.7 2.2 1.7 11 . 18.9 .4 0-2.9 1.5 7- 10.9 2.1 .8 4.9 1.3 .8 1.0 .8 .7 19-25.9 .2 &U 1.0 11 - 12.9 1.7 5- 6.9 1.0 .7 .8 .5 .4 26&U A 7&U 8 13- 18.9 1.5 .6 7-10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-95.9 .9 .4 11 -18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE I EXT 26& U .6 L .2 19-25.9 .2 .2 .2 3-6.9 .6 0-2.9 1.0 STEEL 26&U .1 .1 .1 7-9.9 .4 3-6.9 .7 R-VALUE EXT AD 10& 2 7& 6 0- 6.9 7.6 2.8 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 7- 10.9 3.5 1.3 11 - 12.9 2.7 1.0 UNDER ATTIC SINGLE ASSEMBLY CON RETE DECK ROOF 13- 18.9 E2.5 0.9 V-29-9 SPM R-VALUE SPM CEILING TYPE 19-25.9 2.2 0.8 1.1 5- 6.9 5.8 R-VALUE DROPPED EXPOSED 26&U 1.2 0.4 .9 7- 8.9 3.9 10- 13.9 3.2 3.5 .8 9-10.9 3.1 14-20.9 2.2 2.4 .6 11 -12.9 2.6 21 &U 1.5 1.6 5 13-18.9 2.4 19 25.9 1.8 . 11 1 1 #] 9D DOOR SUMMER POINT MULTIPLIERS(SPM) 26&U 1.2 CREDIT MULTIPLIER FOR ATTIC RADIANT BARRIER = .55 DOOR TYPE EXT ADJ 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) WOOD 7.7 2.9 SLAB-ON-GRADE RAISED RAISED WOOD _ EDGE INSULATION CONCRETE INSULATED �8.6� 3.1 R-VALUE SPM R-VALUE SPM R-VALUE SPM 0-2.9 -41.2 0-2.9 - .8 0- 6.9 -1.0 3-4.9 -37.2 3.4.9 -1.3 7- 10.9 -1.1 5-6.9 -36.2 5-6.9 -1.3 11 - 18.9 -1.0 7& Up 35.7 7&UD -1.3 19&U - •9 9G INFILTRATION SUMMER POINT MULTIPLIERS 9H DUCT MULTIPLIERS(DM) With Return W/0 Return INFILTRATION PRACTICE SPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14' 1.10 5.0-6.6 1.12 1.08 PRACTICE # 1 1 PRACTICE #2 6.7&U 1.09 1.06 PRACTICE #3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 BASE SINGLE OR DOUBLE I WOF AS-BUILT OR GLASS x BASE = WINTER OR GLASS x WPM WPM c GLASS AREA WPM POINTS AREA CLEAR TINT" 1EAR TINT" (98) WIN.PTS. N 7.3 N 13.8 13.6 8.1 NE 4.6 NE 10.7 10.5 6.0 _ E - - 9.2 E - 3.8 - 3.6 - 5.7 SE -22.7 SE -18.1 -17.5 -17.3 S -28.4 S -24.0 -23.0 -22.3 d SW -22.7 SW -18.1 -17.5 -22.7 -17.3 W - 9.2 W - 3.8 - 3.6 - 9.2 - 5.7 ,J1' 7 . � NW 4.6 NW 10.7 10.5 _4.6 6.0 H' -28.4 H' -67.6 -59.1 -57.7 -45.0 N All. COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR + GLASS = ADJ. x GLASS = GLASS GLASS AREA AREA FACTOR SUBTOTAL BASE WP SUBTOTAL .15 T `' / J'J• !� BASE WIN. BASE COMPONENT WIN. PT. _ BUILT COMPONENT AREA x = WINTER AREA x MULT. WIWINTER DESCRIPTION PT. MULT. POINTS DESCRIPTION 9C THRU 9G POINTS EXTERIOR 2.2 1 G V eAt t- .t r- A-/ A0v ) dv a ADJACENT 3.6 4 � �i/ '�2 1 J'- 3 1 � N EXTERIOR 0 15.4cc o JADJACENT J UNDER ATTIC I S, OV 1 1.2 Z' w OR SINGLE 1.2 ASSEMBLY 1.2 1 � SLAB 8.9 - U J v oRAISED Z .96 Z ' �'' U J LL FOR SLAB ON GRADE USE PERIMETER LENGTH ALONG CONDITIONED FLOOR IN PLACE OF AREA. INFILTRATI N 7.4 USE FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE WINTER POINTS -/a-- ='y TOTAL COMPONENT AS-BUILT WINTER POINTS / v - TOTAL BASE TOTAL AS-BUILT I AS-BUILT AS-BUILT AS-BUILT HEATING BASE HSM x BASE = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM WIN. PTS. tPOINTS WIN. PTS. 9H 91 9J POINT .59 BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT a POINTS POINTS POINTS POINTS POINTS POINTS POINTS PAINTS oFrom P.2 From P.2 Enter on P.1 From P.2 From P.2 Enter on P.1 H = Horizontal Glass(Skylights) For Shading Coefficient less than 0.83., see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -4- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMNFORM I :INF ATION --^- - -- LOCATION IATION --- Permit Number: 21885 Address: 304 FIRST STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):3 Block: 2 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 2,242.00 - C �IE# NFORMATION Date Issued: 5/03/2001 Name: O'BANNON, PAULA Total Fees: 38.00 Address: 304 FIRST STREET Amount Paid: 38.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2001 Phone: (000)000-0000 Work Desc: WIDEN LANDING IN FROM ` F 302& 304 FIRST STREET &ADD STAIRS CON ., APPLICATION FEES PROPERTY OWNER 38.00 1 Wr LIE 77 r { Y 51 x # N x ROUGH ELECT IC I F . WN`4 ie NOTICE-)INSPECTION. uS'T BE. QUESTED AT LEAST 24 HOURS P R TO INSPECTION — �- BUILDING MATERIAL, RUBBISH AND:DEBRIS FROM THIS WORK MUST NOT B ACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULEDAWAY BY EITHER CO NTRACTOR OR ER S "FAILURE TO COMPLY V1gTH O TIO fi�►W SAN RESULT IN THE � , . PROPERTY OWNER PAYINQ E- OR ILDWG IMPI N)f9 Nt,% ISSUED,,.��CCORDING TO APPROVED PL S" VFf#C RE PART TW(,' MIT AND SUBJECT TO REVOCATION FOR'Q,M'TION OF APPLICABLE PROVISIONSG -LA a .. co un ru rt) w eM1a� m m r 6 Yw } Date: 5/03/01 81 Receipt: 00544L AT TIl;: B CH BUILDING DEPT. _ CHECKS 62'� CITV ni: ATI ,&MTlr REACH F)PP OTRACAIT (lC QI III rlln� 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION" _ _ I�_ LOCATION INFORMATION B Permit Number: 2 i 105 Address: 304 FIRST STREET Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):3 Block: 2 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 2,325.00 OWNER INFORMATION Date Issued: 12/21/2000 Name: O'BANNON, PAULA Total Fees: 37-50 Address: 304 FIRST STREET Amount Paid: 37.50 ATLANTIC BEACH, FL 32233 Date Paid: 12/21/2000 Phone: (000)000-00.00 Work Desc: SCREENED ENCLOSURE CONTRACTOR(S) -- - ---- ! _ APPLICATION FEES - -�- LIFETIME ENCLOSURES, INC. PERMIT 37.50 I I Inspections Required.- ; FOOTING/SLAB FINAL BUILDING II ! 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. $37.59 14 1 Date:' 1/92/91 91 Receipt: 99222829 CHECKS 14889 09198993221989 ATLANTIC BEACVBUILDI DEPT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address - ( S % ��0 j2c(fi `"I��11 RFfa S) Date_ Heated Square Footage j@ $ per sq ft = $ Garage/Shed Gara g / , � @ $ per sq ft = $ Carport/Porch �` @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio T VS 0' @ $ per sq ft = $ ::i- TOTAL VALUATION: $ 3 2 S- (93aS $ /sv� Tot�� �ation 1st $� $ U � Remaining Value $ - per thousand or portion thereof TOTAL BUILDING FEE $_ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ •- 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 $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ S ADDITIONAL PERMITS OR FEES: Mechanics (D -6jt .7 Electric/New Electric/Temp D Sp e . Septic Tank Well Signle ation Survey ; Other (V (� C CALCULATIONS and/or NOTES: `-' \ RECEIVED uL% 8 2000 RECEIVED CITY 0JPy ArJUU CBe£d1CH ^n PIT APPLICATION ION R�Fr , a D 1n SONS, OR A ZT ;6H0 MOVING, DM'IOLITIONS City of Atlantic Beach Building and Zoning c;�::zr:s) '1 a.0-Ica c'�` 131 nno...�n -!ccress : 30LI- Ft cr.e: License Ssal F(c.* ,-ao- 3Zz5(o ------~' :.e acre .��yrzrl� `>�tDty� 6Crt" ex*c(i 4-botie. PA-4,41 j� � C 2tE.RCCr1L) :-,-c (_"czS E`7':_T3.r.) Ca'�ezz sa;Ts CE Pr.ANS, i:.*7=UD-VG 5= PL"' —=== C.^.DE c CP3!�' JTG CF ---4 1CCN'L'n.AC=R Ar:=JAT/-T?, !- C-TVW----� IS CCN^�.RAC�CR. 0—:'( d-- -raz'-:re CCNTRACTCR: Swc=-: =o and S:r.Scr e,-cre .re ^.'_s tj _ o_` .2Ce.v►. \c �i'-� Tonya �Ic A. Char ��- _- - _�c�=.a .._ -'-aG s?° Y P �_Commiasion#CC 930523 Expires April 23,2004 Bonded Thio Atlantic Bonding Co.,Inc. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OB-97 Residential Component Prescriptive Method B NORTH 1 2 3 Department of Community Affairs Compliance wfffi Metnod 8 Chapter 6 of the Ronda Energy Efl oency Code may be demonstrated by the use of Form 6006.97 for single and mulirtamtty res,dences of 3 stones or less in height,and additions to e:isiing residential buildings.To comply,a building must meet or exceed all of the energy efficiency prescnpbves in any t2 of the prescnplive component packages Xto comply with the prescriptive measures listed in Table 6&1 of this form.An aftemative method is provided for additions of 600 square feet or less by use of Form 6000-97.h a budding does not tpnply with this method, d may still comply under other sections in Chapiet6 of the Coda. PROJECT NAME: y ga& BUILDER: AND ADDRESS: PERMITTING UV CLIMATE (. OFFICE: ZONE: 1 2 []3 OWNER:­Pa,��ofZ'�= PER MR NO. � JURISDICTION No.: GENERAL DIRECTIONS l/ 1. New construction including additions which incorporates any of the following features cannot comply using:his method:steel stud walls,single assembly roof/ceiling construction,or skylights or other non-vertical roof glass. 2. Choose one of the component packages'A'through'E'from Table 6B-1 by which you intend to comply with the Code. Circle the column of the package you have chosen. 3. Fill in all the applicable spaces of the"To Be Installed'column on Table 68.1 with the information requested. All?o Be Installed"values must be equal to or more effident than the required levels. 4. Complete page 1 based on the"To Be Installed'column information. 5. Read-Minimum Requirements for All Packages',Table 6B-2 and check each box to indicate your intent to comply with all applicable items. 6. Read.sign and date the"Prepared By"certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Please Print CK 1. Compliance package chosen (A-E) 1. 2. New construction or addition 2. - 3. Single family detached or Multifamily attached 3. 4. If Multifamily-No. of units covered by this submission 4. 5. Is this a worst case? (yes /no) 5. 6. Conditioned floor area (sq. ft.) 6. 7. Predominant eave overhang (ft.) 7. 8. Glass type and area : Single Pane Double Pane a. Clear glass 8a. X sq. ft. sq.ft. b. Tint, film or solar screen 8b. sq. ft. sq. ft. 9. Percentage of glass to floor area 9. % 10. Floor type, area or perimeter,and insulation: a. Slab-on-grade (R-value) \XC` 10a. R= lin- ft. b. Wood, raised (R-value) ( / 10b. R= sq. ft. c. Wood, common (R-value) 10C. R= sq. ft. d. Concrete, raised (R-value) .I 10d. R= sq.ft. e. Concrete, common (R-value) 1Oe. R= sq. ft. 11. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R-valu 11a-1 R= sq.ft. _ 2. Wood frame (InsulatiorLF(-value) 11a-2 R= sq. ft. b. Adjacent: 1. Masonry (Insulatior�rF-value) 11b-1 R= sq. ft. 2. Wood frame (lnsufation R-value) 11b-2 R= sq.ft. 12. Ceiling type, area and insulatiory� a. Under attic (Insulation-value) 12a. R= sq. ft. b. Single assembly (19sulation R-value) 12b. R= sq. ft. 13. Air Distribution System!Duct insulation, location 13. R= 14. Cooling system 14a. Type: (Types:central/water room t,package terminal A.C.,gas,none) 14b. SEER/EER: 14c. Capacity: m: 15a. Type: ,elec.strip,nat.gas,LP.gas,gas h.p.,room or PTAC,none) 15b. HSPF/COP/AFUE: l 15c. Capacity: tem: 16a. Type: .gas,L.P.gas,solar,heat rec.,ded.heat pump,other,none) 16b. EF: 1 HEP ycfythat plans ant specithcatons covered by the caicuiatan re n oompunce with me Reviaw of puns ant spe&.catons coverea by t�caicuiatan.roods commianceFFshargy rine Florda Energy Code Before constructon a ksrvietea this buddingwo benspected PRED Wyl DATE: /2 .- compiunce n accordance wren Sedan 557 900.F_s. 1 hereby cerulti tnac m b as oesigned.is neam unto weh-Florda Energy Code. BtALDNIG OFFICIAL• � OWNER AGENT: - 7i�9AitE. / " DATE: ADDENDUM B RECEIVED DEC 18 2000 AFFIDAVIT City Of Atlantic Beach Bailding and Zoning FOR THE ADDITION OF A VINYL ENCLOSURE OWNER'S NAME: ADDRESS: 3c,1 I tI aC. �1 e�AcXI ��oeid�ot LZ3� BUILDER: -Se�e�., �Q�c�.�. C2- co-zS4-1 i PERMIT #: I, the undersigned and above named owner, do hereby agree and affirm that the enclosure applies for is to be considered as covered outdoor space and is not to be heated and /or air-conditioned. I/We understand that the vinyl windows installed in this space should be removed in the event of winds in excess of 65 m.p.h. �^ (OWNER) (DATE) Sworn to and subscribed before me on this day of Tony& A. Claar o "' mmiasion#CC 930523 =� <= Ex ires April 23,2004 NOTA Y PUBLIC p Bond`dThm Atlantic Bonding Co.,Inc. State of Florida at Large ' 1d?`c Ile, o N U � O •• m cc E 0o N OX 3 L 3 .J OZS 3 L) •� ca I I � a � a�cz 3 U � > _ m c d mi=l mm o a> o 0. a .. I s o o - o ( zN o o C = �, Lr rn w; — x O O cc c=o 7— r n x O co a ° M CU n O ni Z a �c � � � �p w t0W N O Q.} m fn W X '� L c ¢ f0 f0 c: fII pp G N Z O a� ��' m = r I m a, o 2.1 0 OOU _ m CO m O E Q.Z +N � uCL 0 opcA'�Q Zo GST � % m m O a.`. ,� � ^� "uQ, fir.' N v � � d 0m G U � JIC� N � yY Q � m IOmNW C MN 3 `� rN� N M , 2 02 OLU N � Mcnm � = � Qyoc�c Mo :° � a3a3M � � c� N (B m (b N p m O n, C1 .. m 3 0 0 0 0 7 N 0C,O O — . Oo � - s . As c N N oC pOf � c = M �'� � nL oxE -4 z -80 W UJ' ep c C C_ M a a s C nv 0 = a a O � L C:> a. O � � o '' N m 7 .. " EN � 2o %NI%N 41 O O O m m _ O i d Q7 'C ri�- 'd N 'a — V U L TU O0 0 I �' to mma> mZ — m tea) m Omt2 m0- 2 I� ( m o m w � � �� � '� W 3U `Q m V m ,c mac m � c N c �' c X a O cY - c � m o a � U W �. f6 i. N U N N N a ` .� O m LL' co y c0 41 i�a i-, M M X O U) C/) O � Q � � � � � ° � cn � � � � � m � D04 uJ F- a� co ° ~ v � ZN = U) ZN a0 cc O p t° d O _ Qa Q o 0 N o � c� LL Z N '3 N - V) W 3c i cc=ao U) Z Q Q '� co ,` m r E � a cn = m m I •. L m > d 7P O O Q L �� (D ?' ca cc � NO � V% cn E c33Q m � `mc c0 CD'a Q L o o Q `� V � I 0 =�a) cn .Ma o E �' � = ca E �( d o N o O 00 co > _ w m .a 'F m L Q = O N 3 cc N m Lcc 0 cc E O O O n Q U LLL o C� O Q i � a - e� J -- — — ---— — 3 —Qe_ -- --- �, JJ i ` C � � � I c' C t 10bl a S e btl J e W c 0 ca > cu s w fo L OD c O fu Q� W > c 3 ra � u -T 3OTt33tlS 095$-tfiLi YCAEIOV •t!i'�/38 31774NOSH9YP �"�',i� �•d H1AAS 13NUS q19 t UI 'T`-A13 14MY80 VOOASAWS QNY'1 1NOWN11VOR G - 3lY�S C661'61 d3SPW30 0?XZ3HO3t! . OUCOW VQ/�3i VnE 0XV� •93a:;�#1QMO-W 02 !!38>r+3030:03SIA3li NO3tS3N Q3N�S llOA3AlIf�S 30 vi Ji} � MAB' � saS A3S509W3 Ntt HI M Q3lV SS31Nn 3I10A ION A3ASrIS SIMI �Id,1tTJ0ls;+V Tula, 41m varoO _XU FW 9-LTJ T9 2�":.I,d7F1' a.l'JO UAIYOd6IbT NM valvae u83b e10?--'S *M am, -i di3-tF*rx7Id8R- J'a 90G��•1� �[ � d�d'i .��. 'G>� MW .N ,altiFF-> SsX16g', 1 ,43 �I,J�7f?[ct QJ ,�iI3KrJ XERM.I 'i142hiQ!13 'tlrMr'.N �IOrd G"T 'IT 11W" ��-tp6p=SLF?4ZT L3Sil31Q . iiH;.lLtiD - f TIM SY (N�P7d XS,•TNf>N�1 AM UM 3�f�[�1T OFJD'ddt �:�' . aC�fYli 1= flQfi visw.j 2Wu ba -amQL , ° & 9d677d `3 3,L "Lri+sort•sallow xlrrmi:� . ,ss,to.s•salosaa i , ..00,►s.•a allow"• SIN sa1W ►f/Wnt a13tt mw tv"trr.P r 9 i 01 �. , 10'136/ 96Y9 tea a"AEV shsao�; i ►a it: ion anaa�l, 3aM1! A?XAIVr •OOtl,t yatcnrl 010d ILMOIS f :t�Itltlat f pet,A JACIS 4t ►'tL ::r (�fn -r � aoaa 311r>Id '�— c ,o'* xC' '..,e 31o•A.� t: 1010 o 01 N . 1 3ht NO 1SVOa ISV3 •ware= 'NxWO 'J"W 30 SOOMWA OI19M DORM.2AL 10 69 we 's Sym to { . O x. NOI�`IAI0�3S .'T 'chi ,LY'id 'Z )n0!Ie '£ W7 dc, z/1 Fii�iC14 , :40 AiMunsONIMORS dYV4 MA�''SHOWING SURVEIL—OF 65 FTT'P OF T-kn' 1., BLO(`K 2, PLAT NO. I S'UBDMSION "A" ATLANTIC I3EACII AS RECORDED 1:v PLA"_ FMK 5 PAS 69 OF THE CURRFPIT PUBLIC RECORDS OF DUVAL COUNTY, k-LORIDA. r- EAST COAST DRIVE �_— PAVE U FOUND I/!"IRON PIPE CAP P (65,02' FIVLD) FOUND 1/2"IRONPIPE 65.00 NO CAP V W I In N __ -j-0 N 0.2 _ I W -"'�--fir O LOT I EXCEPT J IL O ?^a IT R V O FOR NORTH 65.00' N i bi OCi 16. i0 P4 r 10 ORIVEwAr c, o I0 FLOOR W w 2- STORY a c; WOOD DECK W a i� ffilRS �o' FRAME 1\� WOOL) a r RES.No.302 \� DEFK J WOOD "t .5.7 PORCH m� -' 3 C d 44.4. D 0.2' (65') T— Ia: 65.00 -------- T -- - FOUND' TACK i FOUND I/2"IRON PIPE IN RAILROAD TIE (65.09' FIELD) 6,W000 L.S.3295 _ 0 PRIVACY FENCE (n I n i d L O T 3 o INTERIOR ANGLES ARE AS G — FOLLOWS A DENOTES: 900 02' 10" B DENOTES- 90002' 38" Q C DENOTES: 890 58' 53" D DENOTES 890 56' 19" - - - --- --;2- - I � P, NOTES I L G\ N\NG t, Qv9' c, THIS IS A BOUNDARY SURVEY. wnP� ANGLE AS PER FIELD SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT NORTH PROTRACTED FROM PLAT. llf- P!,+OPERTY SHOWN W-REON APPEARS 'IC) LIE IN FLOOD ZONE "X" (AREA ()JTSIr)E 500 Y=.AR FI.C)Ot) P.'.AIN) AS 4 21L A3 CAN BE DETERMINED BY THE "FLOOD INAURANCE RATE I)AP" COMMUNITY PANEL. NUMBF.P REVISED APRIL 17, 1989 FUR THE CITY OF ATLANTIC BFJC)I, FLORIDA. I HF.R= 3Y C;✓:pPIE'Y Tb EILEFIV WALT m, JAA�Ic.9 M. F.RO, ANERICAN STANWD TITLE INSURANCE CORPURA- TION AN:-) FIRST UNION NATIONAL BANK OF FLORI1IA THAT I HAVE SURVEYE.,) THE LANrX3 AS SHOWN IN rH:-'. )'• "'AP'I'I()N AND THAT THIS MAP IS A TRUE, AND CORRECT REPRESENTATION OF THAT SURVEY AND -HAT ?'' 31JRVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STA-140ARi)S OF' ,+�NISTRAT.IVE CODE CHAPTER 21-HH-6 AND THE FLORIDA LANG TITLE ASSOCIATION. F1.'ORI'�r" 1995 - Building and Z� THIS SURVEV NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL OF SURVEYOR SIGNED HEREON DONN W. BOATWRIGHT, RECHECKED:JANUARY 19,1993 FLORIDA REG. LAND SURVEYOR No. 3295 'CALE: BOATWRIGHT LANs SURVEYORS INC. DATE IGNED: IRAWN BY: 1T11 5th STREET SOUTH -, - B. 10: JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET- / OF CiTY OF Oilice of Building Official 'REQUEST FOR INSPECIFION Permit No. Date =AM. Time RM. Received r 4Locali Job Address Owner's Contractor Name P LU MECHANICAL aUILDiNGCONCRETE ELECTRICAL P LU IN, I IN G i-j Air Cond. & Rough%-V:-'in9 Rough Framing Footing Temp Po!. Top Out Heating Slab r-I Fire Place Re Rocling Sevier Lintel Final Insulati1r. Pre Fab READY FOR U. NSPECTION A.M. Tuec Wed. Thurs. Friday--P.M. Mon. lnspr.clien Mn-dlp - ------ F�:,Lil Inspection _,,ilocate c Occupancy CAJ I-J/A) ODo w eAj CITY OF fY �rsiZiZGC A — Office of Building Official _ REQUEST FOR INSPECTION Date / 7-9 Permit No. I �� 6 Time M Received _ s Job Addres c lity L Owner's 6 Name Contractor ILD CONCRETE ECTRICAL P MBING E ICAL tannin Footing — iring Rough ❑ Ai l Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel C Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M.- Mon. Tues. (Wed. urs. Friday ._ 7 A. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ "`IJ Date CITY OF 4&04C /3 eac,4-49&uk& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time © A.M. Received - P.M. Job Addres *WMBING ality Owner's Name _- _ vw Contracto BUILDING CONCRETE ELECTRICAL MECHANICAL Framing Footing Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing Slab C Temp Pole _. Top Out Heating Insulation Lintel C^ Final Sewer " Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. / ��/T!'( PM• _ L A.M. Inspection Made PM. InspectorFinal Inspection F-1Y Certificate of Occupancy ❑ Date r° PSR-3844 8840 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --------- LOCATION INFORMATION Permit Number : 8840 address : 330.1 FIRST STREET Permit Type : BUILDING ATLANTIC BEACH . FLORIDA 3223 " class of Work : ALTERATION --------- LEGAL DESCRIPTION --------- onstr . Tyre: WOOD FRAME Lot : I B I cck : Proposed Use: SINGLE FAMILY Township: RNG* 0 We - nzs : Cc)de : 0 Subdivision ubdivisi - ATLANTIC BEACH "A" Estimated Value: S13000 , 01'� 1criprov . Cost '. Total Fees : $112 , 5(i .511 2 . 5(1 Amount,,,,, J FEmR Py i #j --- APPLICATION FEES ER0 PERMIT 5112 . 50 TR8T STREET WATER IMPACT FEE,11,1-- RI& SE11kFR INP#A CH FLOE FEE k0 , 9 WA '/T I Vi* RADON c3AS-H.R . S . jCTRACTOk INFORMAT ON RADON CAB 5% pn LIC COW�TRU17TTOF CAPITAL IMPROVE. `4 -V r iffil­c­BL SEWER TAP 'C BRACH . FL_ii!:-A 3 CROSS CONNECTION Type: 7 SEC H IMPACT FEE i.,-)NST . ,SURCHARGE 'z MO NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 000000000 000000000 3112.50 14 ATLANTIC BEACH BUILDING DEPARTMENT Date: 7/27/94 01 Rcpt. 00702133 CHECKS 3347 By: CITY OF ATLANTIC_ BEACH PERMIT CALCULATION HEET Address �ST r M 0jz�> Date 2 f 1 Heated Square Footage @ $ per sq ft = $ Garage/Shed -� @ $ per sq ft = $ -�' ( Carport/Porch aUQ l @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ boo, 0 TOTAL VALUATION: $ Z44 1362O0 /�' o � $ Total Valuation 1st $ /1�2ODa $ o . Remaining Value per thousand or portion thereof TOTAL BUILDING FEE 717 + 1/2 Filing Fee $ 37 0 ( ) Fireplaces @ $15 . 00 $ 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 $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE _7 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 ) : Jim 3 Address : ao� �`St f 5 Phone : Q7 I)-S611 Lot #_/V�S � Wock or Unit #"— Subdivision :_ Contractor : Z_ocel/-) (_,!/1?_S Address : e2, 9/0 4�-Ll Phone No : Describe work to be done: � -A1�`��`i 0` -- 1,ok &OOVOKed sZ)nrob 177 . Present use of building :_ Valuation of Proposed Construction: > .3 DOO Proposed use : Is this � n addition? VeS If yes , what are the dimensions of the added space: &4 ft . X d ft . , Will the added area be heated and cooled? New electrical (or increase)?_A�w New plumbing fixtures? Ntl) New fireplace?_,��New Heat/AC?AW_&1�� SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN , SURVEY , ENERGY CODE FORMS , NOTICE OF COMMENCEMENT , AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER:_ Date : Signature CONTRACTOR : Date :_-�LL C��OPP F AR NN Nc�FAC� P�ANN�NG & � 30- `N J U L 181994 Building and Zoning FLA. 1967 LAWS 7 liidd�! RA}ICO.ROR►► 4o,; WY7CVAR5 171 DUYLIGATZ► (�Iu fuhmti i.f zttu� rnxtr�.r� l The undersigned hereb informs a I Y If concerned that improvements will be made to certain real i Property, and in accordance with section 713.13 of the Florida Statutes, the following Information is stated in this NOTICE OF COMM ENCENIEN T. Description of property.............:�rk�........ .......1�J. ,.............T...'.. ....,.. I ........................:........................................... { .......................................................... General description of improvements.•....... C({(, . .OV�� ....... ..........c ..:............................................................ ........... .....3........ .1� ......... 0._........,. Owner................J/m. ...................................... ............................._............................. ..................................... Address........... {� S J.................. 7<................. ................................. ..__._........._. .._.............................................._............. Owner's interest in site of the improvement........................ Fee Simple Title holder (if othor Ilan ow,lior) Name........................................................................................ Address.:................................................ i ., »I. ................LU�%,C'�f i� ��nn � ..........._. .:i...,«............................... Contractor..... .... ............»....�.....4 %Q. ... ............«..... I Addr ...... ;. �..............e�T..•�1... .��...... j � // «...«..�.».�..1»:.....r..:.....� ..............W. ...... "t"-•n r..... . .. ........ Surety (if any)........................................................................................: j ......... .................._......._ .......... Address ..............................................._............. Nemo of person wiIN11 tho SIoIo of Florida d6sivnated b owrwr u .Il y, upon whom � � ,'� be served: 'in ay I: 717 Name........... .... . .............»........»...................................................._.. Address......................... ...................._..........................................................»»..»........................................................._...................................... In addition to himself, owner designates the following person to receive a co py of as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). e L loner's Notice Name....:........................... .............................. Address........................................ .OHL............................................................................................................... ... TMIY SPAC7L POR RBCQRDiR'a U6R ............ ... »...». ...«.. 4� V JOYCE S.R05L Y16W R_ MY COMMISSION#C03873C3 EXPIRES ,,'•. p,c July 7,1996 3WOrn) to BOND = SINQ '.��+Nfore m _... .I., (jCSCrI by c s ....................._....dayof....... ... '4A �J G' � r� ,�ij q; 1 i 2,S° .Z°So 2.So 0 1 � �utJ ul 1 � CXISTING� 1 APPROVED P P'R O IT CE BEACH Of BUILDING OFFICE S6 A uc �l4-u 1 JUL. 27 F L-oo �f Q L--F.-1-j W \T1-1 Lz—:-GT2� CSL JUL 181994 Building and Zoning r i 'Q-u SGe'DRCO�� SYSTEM is �x1ST� NCo R -19 t 7177-7 777 -Z,7 -)< 4-`Y P Tor pl-A T6, - ,4T e A ua -r2,V S 5 S(L ON WALJ—s $ GEruN � �x4 _I i T`fv is ttvuCc.4RAP � i I � � � il ► ' 1T � i ii 2x4 Y P P - � .Iq ��Sv�nrT'►o►-� W oo'to -s V,F'r,T Fo o'E sz f„uf L L- R O,PROVE D L�wl o v�D $ R-E p�h c CITY p.F ATLANTIC BEACH V,1'..4 aUi'LDiNG OFFICE f UL 2 7 UE WAb COST NEW � xZ4XIg - _ !" MAS- SHOWING SURVEI OF NORT31 65 Fl 'P OF LOT 1, BLOCK 2, PLAT NO. i SUBDIVISION "A" ATLANTIC I3EF,E I1 AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE; CURRENI' PUBLIC RECORDS OF DWAL COIJNI'Y, FLORIDA. Ll EAST COAST DRIVE PAVED FOUND 1/2"IRON PIPE FOUND 1/2"IRON PIPE (65.02 F I LD) NO CAP NO CAP 65.00 A o, O V W OQV >_Z � d LL _ N N 0.2 -x 1---yl 0 LOT I EXCEPT J. N W O 2nd STORv O FOR NORTH 65.00' Q :ATIO -cO O 16.1 ' '° 3 5.4 0 DRIVEWAY o \ I s t FLOOR 3 WOOD DECK W o 0 2- STORY e.v FRAME wooD C K W c w STOEPS o RES.N0.302 i\ 5.7 M - \ WOOD Z PORCH mr 44.4'in O.2 65 1 65.00 ?FOUND 1/2�IRON PIPE O: I FOUND TACK 1 (65.09 FIELD) 6'WOOD L.S.3295 IN RAILROAD TIE PRIVACY FENCE Ocn _ 1 2 L 0 T 3 o G INTERIOR ANGLES ARE AS FOLLOWS: A DENOTES: 900 02 10" Q B DENOTES� 900 02' 38" 10 C DENOTES: 890 58' 53' _— - -----0'd'' �'✓t'-- - D DENOTES 890 56 G\� P�N\ 1 ✓�C LOT !� NOTES THIS IS A BOUNDARY SURVEY. ANGLE AS PER FIELD SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. NORTH PROTRACTED FROM PLAT. OUTSIDE 500 YEAR FLOOD THE PROPERTY SHOWN HEREON ALAPPEARS TO LIE IN FLOOD LONE "X° OUITY PANEL NUMBED PLAIN) AS WE-LL[, AS CAN BE DE'r^.�RMINBD BY THE "FLOOD INSURANCE RA'I'E MAP" COMMUNITY 120075-0001-D, REVISED APRIL 17, 1989 FOR THE CITY OF AT BEACH, FLORID . ANCE I HEREBY CERTIFY TO EILEEN WALDRON, JAMES M. ERO,THAT SURVEYED DTf�Ti',AN1�SS� I� IN RPO -, TION AND FIRST UNION NATIONAL BANK S FLORIDAUETHA. I REREPRESENTATION ,COVE CAPTION AND THAI' THIS MAP IS Is DMINI�TECHNICAL SAN DAR D.S OF rTHER FLORItIA THAT THE SURVEY REPRESENTED HEREON MEEl Ai-NLINIS'TRATIVE CODE CHAPTER 21-HH-6 AND THE FLORIDATHE TITLE ASSOCIATION. THIS SURVEY NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL ��jv,✓RIVHT, L.S. OF SURVEYOR SIGNED HEREON DONN W. BO RECHECKED JANUARY 19, 1993 FLORIDA REG. LAND SURVEYOR No. 329 DATE SIGNED: rDRAWN 7#: /` `moo BOATWRIGHT LAND SURVEYORS, INC. c ti. 30 ABT 1711 5th STREET SOUTH SHEET--/—OF Y: r��� JACKSONVILLE BEACH, FLORIDA 241-8550 MAF- SHOWING SURVEI OF EAC AS,30RT1! 65 FEST OF LOT 1, BLOCK 2, PLAT NOFLORIDA.COUNPY FLORIDA. RECORDED IN PLAT BOOK 5 PAGE 69 OF THE -CUJ ENP PUBLIC RECORDS OF Ll EAST COAST DRIVE (/ PAVED FOUND V2"IRON PIPE FOUND I/2"IRON PIPE (65.02' FI�LD) NO CAP NO CAP 65.00 A B �65 ' c,V W J 0 A 'I` -Z Q V � KW -y d LL h N N 0.2, — �_ i --•-x 10 LOT I EXCEPT ry WQ 1✓ TT 2nd ST rRl 0 FOR NORTH 65.00 l_L 0 �-I PATIO -cD 16.I '° 3 s.a o . \\ \` O5 o 0) to`..' t o �\ \\ DRIVEWAY \ \ Itt FLOOR 1.32STORY 8.0 WOODDECK WLi W `� WOOD o FRAK ME DEF WOOD w % cc. STEPS RES.NO.302 5.7� z WOOD "' \ 0.2 3 0 PORCH Imo 44.4 165'1 •— cn 6 5.Q0 FOUND 1/2"IRON PIPE FOUND TACK 6T WOOD L.S.3295 (65.09 FIELD) FENCE - IN RAILROAD TIE PRIVACY I O I n I v L 0 T 3 G INTERIOR ANGLES ARE AS FOLLOWS: A DENOTES: 900 02' 10" B DENOTES 900 02' 38'. C DENOTES: 690 58' 53" _ _ - ✓�— " — D DENOTES: 890 56' 19"' jr I LOT 5 ; i NOTES THIS IS A BOUNDARY SURVEY. t3 � 1994 ANGLE AS PER FIELD SURVEY. NO BUILDING RESTRICTION LINE Building and Zoning AS PER PLAT. NORTH PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREONAPPEARS `1'O LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETEFMINED BY THE "FLOOD INSURANCE RATE MAP" CONP4UNITY PANEL NUMBS 120075-0001-D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLAN'T'IC BEACH, FLORIDA. I HEREBY CERTIFY TO EILEEN WALDRDN, JAMES M. SRO, AMERICAI+}. STANQARD TITLE INSURANCE CORPORA- TION AND FIRST UNION NATIONAL BANK OF FLORIDA-THATANDCORRECT REPRESENTAATION OF TLLA'r�SSURR\1EY AND �� �a-;��r,� ��.,.,/ Rt►�n o v e �x�s r r W e w•v.�'���.s �� �a s r;q-�.c. f; .:,,,�. • � �, �u sl4�e GaF;v�ule }—_ 6 p� 3� " Spi i s G L,- IPA t F S A i ik(\ikill gk14}k\i.4i � �----- 41 ----� -- '� �c:,� 1�• �tom:T fit � t,� ( �CYT PT v SG S�(0 MAS- SHOWING SURVE) OF TOR TH r65 = OF LOT 1, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLAI\FL'IC BEACNN AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE 'CURRENr PUBLIC RECORDS OF DUVAL COUNT'Y, FLORIDA- EAST LORIDA.EAST COAST DRIVE C/ PAVED FOUND 1/2"IRON PIPE (65.02 FI�LD) FOUND 1/2"IRON PIPE NO CAP65.00 NO CAP A oY B ---- (65 ' OVW rd S _ c1 ►n 3&iW yaW N J- t• -- -t b LOT I EXCEPT N l+1 [] 2nd STr;Rv Q FOR NORTH 65.00 LL. O �1 PATI 0 io, \ '\. O F- DRIVEWAY c. \ a+ \\� \ lit FLOOR W p 1 30 2- STORY WOOD DECK '. \ w wooD _ � . FRA-ME \ WOOD W d STEPS O RES.No.302 v\ 5 7'CK z WOOD "' \ 0,2' 3 e C PORCH I Imo 44.4' l 65,) 65.00 FOUND 1/2"IRON PIPE ' FOUND TACK I (65.09 FIELD) 6'WOOD ,L.S.3295 IN RAILROAD TIE PRIVACY FENCE 0 Ja L 0 T 3 o INTERIOR ANGLES ARE AS C1 FOLLOWS: A DENOTES: 900 02' 10'. O B DENOTES 900 02' 38° C DENOTES: 890 58' 53'. D DENOTES: 890 56' 19�' I L 0 T 5 NOTES THIS IS A BOUNDARY SURVEY. ANGLE AS PER FIELD SURVEY. ;1 �J 1994 NO BUILDING RESTRICTION LINE AS PER PLAT. NORTH PROTRACTED FROM PLAT. f��U`l iF� and Zo n'T1o' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS 'Ma.L AS CAN DBE DETERMINE989YTHE FOR THECITYIOFUATL.ANTRANCE ICTBE�,' FLORIDA. PANEL NUMBER 120075-0001-D, REVISE APRIL 17, 1 I HEREBY CERTIFY TO EILEEN WALDRON, JAMES M. ERO, AMERICAN. STANDARD TITLE INSURANCE CORPORA- TION AND FIRST UNION NATIONAL BANK OF FLORIDA-THAT I HAVE SURVEYED THE LANDS AS SHOWN IN THE nnnrT2 (13PTTON AN() THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT' SURVEY AND S?�r �tmovE t 5�¢ }'-- c� 0✓ 36" Spy rode- ezLi W 6'' o c- ---Too .• i • IkkiA11�1 t'o 2 N p ST o u AST` 'S 1C.) N OT PSR-3844 8834 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORj�.,,_ . - ATION INF Fermit Number : 8894 Aidress : s02 FIRST STREET Permit Type: ELECTF I L ATLANTIC BEACH . FL,,-)RIDA 4. :71-ass of Work: ADDITION -------- LEGAL DESCRIPTION Constr . Type : WOOD FRAME Lot : F110(7k : Section - Proposed Use : SINGLE FAMILY Township : RNG: 0 Dwellincs : I z-ode , 0 subdivision: ATLANTIC BEACH Eztimated 'ialue: :o ot" Improv. Cost : Total Fees : j J?j#id .11 3/ 94 ,4M, , 1NF0RMATI,(DN APPLICATION FEES ---- j,W PERMIT 925 , 0," STREET WATER THPACT FEE $0 .00 F E E FLOR" SEWER !MPACT TAF qNg F R, S -CONTRACT(3R !NFORMATION F_hDON CAB 5% Name I 4L L E L ECT R,1, 5110) CAPITAL IMPROVE. S0 .00 r ri�694 SEWER TAP, 11R()SS CONNE!'-'TION Type : SEC H 1MPACT FEE COV ST . SURCHARGES z-!-TtT,r -T r...T_T NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH, FLORIDA nPProv.d�y APPLICATION FOR ELECTRICAL PERFrAIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_ % > L-19 � IMPORTANT NOTICE: LLOWING, IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TETE FOWEIE ATTACHED PLANS AND SPECIFICATIONS, HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH Tl WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. E zL-Tr I � ELECTRICAL FIRM. MASTER EL CTRICIAN SIGNATURE EYMAN NAME -j J al /-7)Q ADD SS:_30 ,2 'r c RFD BOX BLDG.SIZE BETWEEN:__ hl S Tr-eeT '1- ,q he rn RES. ( ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD (.r REW. ( ) ADDITION { ) TRAILER ( ) TEMP. ( } SIGNS ( ) S0. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE L AMPS \ PH W ��,CJVOLT S RACEWAY FEEDERS NO. NO. SIZE NO. SIZE LIGHTING OUTLETSCONCEALED OPEN TOTAL RECEPTACLESCONCEALED OPEN TOTAL ` 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPn• 0r APPLIANCES :13E=LTRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KIN-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 II.P. VOLTAGE PHS MISCELLANEOUS �l fl TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. ' KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASFIER EACH SIGN FORWARDED TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION --- — ----- -�-_LOCATION INFORMATION ^_T -- rPermit Number: 21885 Address: 304 FIRST STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 5 Proposed Use: SINGLE FAMILY Lot(s):3 Block: 2 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 2,242.00 OWNER INF0f0AAT14N Date Issued: 5/03/2001 Name: O'BANNON, PAULA Total Fees: 38.00 Address: 304 FIRST STREET Amount Paid: 38.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/03/2001 Phone: (000)000-0000 Work Desc: WIDEN LANDING IN FRONT OF 302 & 304 FIRST STREET &ADD STAIRS CONTRACTOR(S) ° >,. AULLCATION FEES PROPERTY OWNER 38.00 F' ROUGH ELECTRIC N ,L,Im n: NOTICE-`I,NSPECTIO S' SE REQUESTED AT LEAST'.�4 HOURS PR16R TO INS_, CTION BUILDING MATERIAL,{RUBBISH AN$DEBRIS FROM THIS WORK MUST NOT B 'LACED IN PUBLIC SPACE, AND MUST BE CLEARED UP.At4D HAULED.¢WAY BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLY WITH C1tSTBtIT1t+ eW�AtN�RE$tLT IN THE PROPERTY OWNER PAYII�.IW OR 3UILDIN IWF NI r ISSUED ACCORDING TO APPROVED p[ SVFHR / T MIT AND SUBJECT TO REVOCATION FOR VIO ON OF APPLICABLE PROVISIO( 3 W Rm r ` v J f0 Date: 5/03/81 31 Receipt: 0054405 AT TIC: CH BUILDING DEPT. CHECKS 1620 CIt� r Adantic Beach Bu,,J)ng a,-7d Zoning. CITY OF ATLANTIC REACH PERMIT APPLICATION RIIKODEL, ADDITIONS, OR ALTERATIONS MOVZNG_ DEMOLITIONS Owner(s) ' 302. hone: a P ;Z*! - g5lo 5- 2.4/7 Job Address: 2 Lot _ Block or Unit _ Subdivision: Contractor: i �G_� lrt��ld�-L!)cuk ,� State License # Address: +121 Phone No: City State Zip Code Describe work to be done: OUr- ° = Present use of building: Ye.5 4evie P,S -_� +QLA)"0141f S Valuation of Proposed construction: 5 64W=,1'i�r.� Proposed use: a 'ide.vtat e, 'A'rC'yNCe' C "'di Is this an addition? if yes, what are the dimensions of the added space:` li' Et. X u _ft., Will the added area be heated and cooled? New electrical (or increase),? ooi �iclk+.., 1 O►� Ste New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT TMUM (CnbadmCI r.) TWO (gESZDENTIAL) CmWLETL SETS OF PLANS, INCLUDING SIT* PLAN, SURVEY, ENERGY COM FORDdS, NOTICE OF COII��7CE IVT, HND ORMMICONTRACTOR AFFIDAVIT, IF GRXER IS CONTRACTOR. S7-47,E-D�` FCO R,n A /2� ,;ZOOS GQ v.v-7y of ?-'>L/vAC- Signature OWNER: �` �`yag�rDate: � l�J'c� �O Signature CONTRACTOR: Vs " r r l/A--L G?J,f2 Date: A3 /AS TO OWNER: Sworn to and subscribed before me thisr3'�'-_day of NOTARY PUBLIC A�i T4_Cp iAGTOR: MUS A � t� ,� Q zt� 1>A►�i�a��� � ed before me this 023� day of ��0 Carnnd�Noa#CCrAM1 NOT.AR PUBLIC CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address S Date Heated Square Footage TQ @ $ per sq ft = $ Garage/Shed _@ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ Z y Z Total Valuation 1st $ /c e c 2- Remaining Remaining Value $ � per thousand o portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ / .3 ( ) Fireplaces @ $15 . 00 $ C) 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 S ( ) SURCHARGE . 0050 $ OTHER $ p GRAND TOTAL DUE $ 0 , 0o ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: Custom Wood Accents Estimate Mario Gomes Date Estimate # 17 Tarpon Road E. 4/26/2001 55 Ponte Vedra, FL 32082 904-860-4589 Proposal For: Paula O'Bannon 304 First Street Atlantic Beach, FL Project Description Qty Rate Total Add 61"x 11' of new deck to existing. Extend west side steps out from house additional 5'. Remove old decking and replace with new. Add new rail around new deck area. Move west railing from existing to new location. Materials and hardware for new deck,steps & railing 1 517.50 517.50 Deck, step and railing fabrication and installation 1 1,725.00 1,725.00 Total $2,242.50 . Vii'/��,� G��/Q/�d��► Qe•vnoj k 3dld no� I w • 0.05 z onc,o� U, . z•a � D � 1' s K '71'7 3D V° 06 S' S L -A'>a c] t v rr A S I '3 no ap 4' Rt A r O 0 0 Q �' . •6� �.Ls on 1 x D p 3�n3� 8'S t . poorq � at 1 t n N U 1 mzoo ' s3Z! voE,� s�a w A , - 0 2 ' D • rC ob 7�2' S.1I !sausVI o" A O� trio 7' S 3d1d no-al �.o •6� , . 2 � d ncto� did No2il _ 7l tt rrt 7 N o 7 c� b bM A0 1H`�121 .ob Y -a -3"Z -Ls; Lszi i APPROVE•'' CITY OF ATLANTIC BEACH BUILDING OFFICE APR 3 0 2001 UP(Z I p-T 0 1: L�j xklT 'v c z a ( 49.96 FIELD 5 0. 00 S o0 0. 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