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705 Sailfish Dr (vault) ►,rl ref . SS CITY OF ATLANTIC BEACH 800 SEMIN LE ROAD , ATLANTIC BEACH, FLORIDA 32233 .: INSPECTION PHONE LINE 247-5826 C1 f3 Application Number . . . . . 05- 0030575 Date 6/17/05 Property Address . . . . 705 SAILFISH DR Tenant nbr, name . . . . . . 6 ' WOOD FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO EE UPDATED Application valuation . . . . 300 Owner Contractor ------------------------ ------------------------ SMITH, MATTHEW J. OWNER 705 SAILFISH DRIVE f ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 --------------------------------------- ------------------------------------ Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Eaid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE aLk BUILDING OFFICIAL t �4 rLv;1v� CITY OF ATLANTIC BEACH Cc: i BUILDING I ZONING DEPARTMENT D. Ford UE Pv 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS JW Permit Application # — `j Property Address: L Applicant: Project: �P r This pe it application has been: Approved tviewed and the following ii ems need attention: Please re-submit y pplication when these itemshave been completed. Reviewed BY: Date: Date Contractor Notified: #ATLANTIC BEACH µ jpTFSfERMIT APPLICATION wit t Date: Cl Job Address: ?�S ��-` �j`1 < / �r�. j Z Z Owner's Name: /� 7 7r711,'F�,C­' Address: 76 S ''S Phone: Legal Description: Block Number: (/ Lot Numbe : Zoning District: Fence Contractor: Address: 70 A6 - Phone: City:41-1. . /C/r!• State: Zip: Fax: Type of fence and materials to be used: A r�, i Gh - Azv ST S Valuation Of Fence: 43.0 0 ,b — �Interior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? V0 If yes,please submit with this application. Tree Protection: 4NO. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits o be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please foil w all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, heigh and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall n t restrict any private easement.) Address and contact information of person to receive all corresponden a regarding this application(please print). Name: 4�Z4 1-7-i/zi-E ccJ MailingAddress: 14-77 161! , /,J 32 z 5 Phone: 7�' `��(7� /�7/ CS / Fax: E-Mail: 800 Seminole Road •Atlanti Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)24'1-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 3/04/04 ~ � _ �. • 'MAP SHOWING � V SUR EY OF I )T BLOCK ,:�, AS SHOWN ON MAP OF RUYq,� /�c1�./1715 1JN/T U./V"s AS RECORDED IN PLAT BOOK 3v PAGE eaU OF PUBLIC RECORDS OF DUVAL CO. FLA. FOR v v h (/J Z10 ti �ice,/ o nttc f3ea � Do a rev.1 ventsn end a v�lh a bM F n zoning subdivi l0o"�o�edQesrnot oonstitu Pp lopment �4ulsobsuanos permits. Complia roval for the 0400 and eN oN►* wire th Florida Su"nq *quire @t$ cal, State and F�� .-f �of A �f►ca ust be verified 1 P�to �sua each B Permit.Rd uHdinq � 1 Approved By: mmun )to oilmen 04 ALUM. SM. CUwC. J•V J) 4.P' R M ApV h �-ST✓ Cv4�vi.v,o C " V � r Z71Fox E7 y 3 x a� y T Fe th ° /VUTF r ,CjG.L FASF_Alf EnlT S U S/-fUlil//V AR.E' FUR rlG �"/� = /V�� 'Q Ce -_ `v' UTA S A � v BEARINGS BASED ON PLAT AS SHOWN I HEREBY CERTIFY THAT THE G t-1 T SHOWN HEREON IS IN THE SPE IAL FLOOD HAZARD AREA ZONE �' AS SHOWN ON FLOOD INSURANCE RATE MAP/-lel -U/ FOR THE CITY OF a r c c,�rnc , FLORIDA, DATED 13,EaC14 f CITY OF ATLANTIC BEACH � 800 SEMINC LE ROAD if— 71 ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Appl.i.carion Number . . . . . 05- 0030574 Date 6/16/05 Property Address . . . . . . 705 SAILFISH DR Tenant nbr, name . . . . . . 8 X 10 SHED Application description . . . SHEE PERMIT Property Zoning . . . . . . . TO EE UPDATED Application valuation . . . . 800 Owlwlt' Contractor - - - - - - - - - - --- - - --- - - -- - - ---- -- - - - - -- -- - - - - - --- - - SMITH, MATTHEW J. OWNER 705 SAILFISH DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 - - -- - - - - - - - - - - -- -- - - - - -- - -- - - - - - - -- -- - - --- --- -- - ----- -- ---- ------- - --- - --- - Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 800 Fee summary Charged Eaid 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAIs TIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a BUILDING OFFICIAL j CITY OF ATLANTIC BEAC Cc: BUILDING / ZONING DEPARTMENT D. F 800 Seminole Road •• Atlantic Beach,Florida 32233 (904)247-5800 <_ (904)247-5845 Fax �,1`rte{ ,F . 7 .. , www.coab.us JUN at PLAN REVIEW COMMENTS Permit Application # OS ` Property Address: t 1. Applicant: Project: r Thisapplication has been: Approved ocReviewed and the following Hems need attention: i Vk 1 AuSteiZcj S 1ZF Please re-submit your application when these iten s have been completed. Reviewed By: �^'PT Date: �� Date Contractor Notified: r� S �� Go MAP SHOWING URVEY OF BLOCK `AS SHOWN ON MAP OF 46>V4 /vl 151 G//V/7" GO./V,�5 AS RECORDED IN PLAT BOOK 342 PAGE e-U OF PUBLIC RECORDS OF DUVAL CO. FLA. FOR TA/V c .�✓ �'M r/-/ J� 61 FN Jam, h r n ti It CU/VC. J.V \ x f TU.�. vl•- N /-STY' CU4�U/N� r m L � � x � ,U.z• T2cvv. cv,vc. �•a- � a K ~ VAE. m a " � NUTF .U.0-L FAS.�MENT S .4XR.E FGAR rlL �,/� - N .Q c X02. 7 `'v7 UT/4../T/ ES. �2� S A BEARINGS BASED ON PLAT AS SHOWN 1 HEREBY CERTIFY THAT THE 4 y T SHOWN HEREON IS IN THE SPEC IAL FLOOD HAZARD AREA ZONE AS SHOWN ON FLOOD INSURANCE RATE MAP/lel -U/ FOR THE CITY OF /aTL.'/vrrc FLORIDA, DATED -7-/-5`7 ARROW AUGER ANCHOR KIT NECESSAIRE D'ANCRAGE AVEC MECHE TORSE DREHHAKEN ANKERBAUSATZ JUEGO DE BARRENA DE ANCLAJE MODEL MODELE AK MODELL MODELO 697.60298 - n, :lj•• iii`IiaV' x7iPlfv: •�:+iii 1 :Aiii•S%inh Y ARROW World's Leading Maker 704950395 of Storage Buildingss { STEP 1 ETAPE 1 1. SCHRITT PASO 1 CAUTION: Determine location of ALL underground utilities, (Electric, water, sewer lines,telephone, cable TV, etc.),to prevent accidental puncture. ATTENTION : Etablissez 1'emplacement de TOUS les service publics souterrains(alectricita, eau, egouts,t6l6phone, television par cable, etc.) pour eviter les ruptures accidentelle 3. Vorsicht: Zuerst klarlegen ob unterirdische Leitungen (Strom- Wasser-, Abwasser-, Fernsprech-, Kabelfernseh-u.dgl.) vorhanden sind damit these nicht aus Versehen durchbrocheb werden. ADVERTENCIA:Determine la ubicacion de TODOS los servici s pGblicos subterrdneos (electricidad, agua, Ifneas de drenaje, telefonos, cable de television, etc.) para evitar ruptur is accidentales. A. For best results, it is suggested that your building be on level ground, and that the frame be firmly supported around the 4 perimeter of the building. If the area is not level, it is recomm nded that you level the frame by shimming or digging the earth to permit a level installation. B. Anchors should be located approximately 5"-9"from the orner of your building on the side walls. Line up the anchor with the first rib in the roof panel as shown below. A. Pour obtenir de meilleurs resultats, it est recommande de lacer I'abri sur un sol agal, et de supporter le cadre fermement tout autour de I'abri. Si le sol nest pas egal, it est iecommand6 de mettre le cadre a niveau en plagant des cales ou en creusant le sol pour permettre une installation a niveau B. Les ancrages doivent etre situes a environ 12,7 cm (5") -22,8 cm (9") de I'angle de I'abri sur les murs lataraux.Alignez I'ancrage avec la premiere nervure du panneau de toit, de la aniere illustree ci-apres. A.Fur beste Ergebnisse schlagen wir vor, daB der Bau in der Erde eben liegt and daB der Rahmen im Umkreis des Baus fest untermauert wird. Sollte die Flache nicht eben sein,wird Ausg raben bzw. Einfullen empfohlen, um eine gut planierte Montageflache zu ermoglichen. B.Die Anker sollen etwa 5 bis 9 Zoll von der Bauecke entfernt auf den Seitenwanden liegen. Anker in gleicher Linie mit der ersten Rippe in der Dachplatte (wie unter gezeigt) ausrichten. A.Para obtener los mejores resultados, se sugiere que constr ya sobre suelo nivelado y que el marco tenga un soporte firme en todo el perfinetro de la caseta. Si el suelo no esta a nivel, se recomienda que nivele el marco calzandolo o cavando en la tierra para asegurar una instalacion nivelada. B.Los anclajes se deben localizar de 5 pulg a 9 pulg aproximadamente del vertice de la caseta sobre las paredes laterales. Alinie el anclaje con la primera costilla del panel del techo, coino se indica a continuacibn. 2 Q C B i t D t E G H � E F A. SUGGESTED ANCHOR LOCATION F. APPF OX.5"-9" B. 1ST RIB G. 5'x 'through 10'x 9' � C. ROOF H. 10'Y 12 through 12'x 17' ` D. SIDE OF BUILDING (For uildings larger than 12'x 17', use three kits.) R ; E. FRONT A. EMPLACEMENT SUGGERE POUR L'ANCRAGE F. ENV RON 12,7 cm (511) -22,8 cm (9") > B. 1 ERE NERVURE G. de 5 pied x 4 pied jusqu'a 10 pied x 9 pied C.. TOIT H. de 13 pied x 12 pied jusqu'&12 pied x 17 pied D. COTE DE L'ABRI Utilis z trois n6cessaires pour les abris plus grands que E. FACADE 'i 12 pied x 17 pied A EMPFOHLENE STELLUNG DES ANKERS F. Zirka 5 bis 9 Zoll B. erste Rippe G. 5 x Zoll durch 10 x 9 Zoll} C. Dach H. 10> 12 Zoll durch 12 x 17 Zoll D. Bauseite (Fur 3auten gr6Ber als 12 x 17 Zoll,drei Bausatze ben tzen) E. Vorderseite �F• ' UBICAC16N SUGERIDA DEL ANCLAJE F. 5-E pulg approx. r QST,!,ULA, ,- G. 5 x I pies a 10 x 9 pies H. 10 A 12 pies a 12 x 17 pies A (Pari casetas mayores que 12 x 17 pies, use tres juegos) 3 A� rI A i Y STEP 2 ETAPE 2 2. SCHRITT PASO 2 A. Install anchors by pushing down on eye and turning. The use oi a large screwdriver, 12"length of pipe or rod will permit you to screw the anchor into the earth. Drive each anchor into the earth so that approximately 3"extends above the ground level. c A. Installez les ancrages en les enfongant sur I'oeillet et en tourna t. L'utilisatibn d'un gros tournevis et dune longueur de tuyau ou tige de 30,5 cm (12") permet de visser I'ancrage dans le c ol. Enfoncez chaque ancrage dans le sol de maniere a ce qu'environ 7,6 cm (3") fasse saillie au-dessus du sol. A. Zur Montage der Anker, drehen and gleichzeitig bse nach unte drucken. Die Verwendung eines gr6Beren Schraubenziehers, eines 12-Zoll-Rohrs oder einer Stange wird die Verankerung der Schraube in der Erde ermoglichen. Den Anker soweit in die Erde hinabdrucken bis etwa 3 Zoll Ober der Erc oberflache bleibt. r A. Instale el anclaje empujando hacia abajo por el ojo y haci6ndolo girar. Pods hincar el anclaje en la tierra utilizando un ` destornillador grande, un tubo o una varilla de 12 pulg de largo. H' que cada anclaje en la tierra de modo que sobresalga unas 3 pulg sobre el nivel del suelo. so Side Cote Seite Lado ROTATE ANCHOR NTOURNNIEZCRAGE nker in HAGA GIRAR EL ANCLAJE EN CLOCKWISE DANS LE SENS DES hrzeigerrichtung EL MISMO SENTIDO OUE LAS AIGUILLES.D'UNE MONTRE Irehen MANECiLLAS DEL RELOJ NOTE: IF YOU ENCOUNTER DIFFICULTY IN DRIVING THE ANC OR THIS FAR, DUE TO LARGE ROCKS OR TREE ROOTS, YOU CAN RELOCATE THE ANCHOR, BUT REMEMBER 10 LINE IT UP WITH RIBS IN THE WALL PANELS. HOWEVER IF DIFFICULTY IS EVIDENT AT ANY LOCATION A MIN MUM EMBEDMENT OF 15"- 18"IS ACCEPTABLE. NOTE : SI VOUS EPROUVEZ DE LA DIFFICULTE A ENFONCER L NCRAGE JUSQU'A CE STADE, EN RAISON DE GROSSES ROCHES OU RACINES D'ARBRES,VOUS POUVEZ D PLACER L'ANCRAGE MAIS N'OUBLIEZ PAS DE UALIGNER AVEC LES PANNEAUX MURAUX. CEPENDANT, SI CFAQUE EMPLACEMENT PRESENTE DES DIFFICULTES, UN ENCASTREMENT MINIMAL DE 38,1 CM (15") -45,7 cm (18") ESTACCEPTABI E. ANMERKUNG: FALLS SCHWIERIGKEITEN BEIM SCHRAUBEN DES ANKERS BIS ZU DIESER TIEFE WEGEN STEINE, BAUMWURZEL, USW,AUFTRETEN, KANN DER ANKER VERLEGI WERDEN,ABER DIE AUSRICHTUNG DES ANKERS MIT DEN RIPPEN IN DER WANDPLATTE MUSS IMMER GEWAHR EISTET SEIN. SOLLTE SOLCHE SCHWIERIGKEITEN IN ALLEN LAGEN AUFTRETEN, IST EINE MINIMALE EINBE 17UNG VON 15-18 ZOLL AKZEPTABEL. NOTA: SI TIENE PROBLEMAS PARA HINCAR EL ANCLAJE A ESTk PROFUNDIDAD DEBIDO A PIEDRAS GRANDES 0 RAICES DE ARBOLES, PUEDE REUBICAR EL ANCLAJE; PERO R CUERDE OUE DEBE ALINEARLO CON LAS COSTILLAS DE LOS PANELES DE LAS PAREDES. NO OBSTANTE, SI EL PROBLEMA SE PRESENTA EN TODAS PARTES, UNA INCRUSTACION DE 15-18 PULG ES ACEPTABLE. 4 STEP 3 ETAPE 3 3. SCHRITT PASO 3 A. Take end of cable and insert under roof panel at rib, over the side vall angle, and roof beams as shown. A. Prenez 1'extremite du cable et inserez sous le panneau de toit A la ervure,.par-dessus la comi6re superieure lat6rale et les poutres de toit, de la maniere illustree. A.Kabelende unter die Dachplatte bei der Rippe uber dem Seitenwan iwinkell and den Dachbalken (wie gezeigt)einlegen. A. Tome el extremo del cable a insertelo por la Costilla, por debajo d al panel del techo, pasando sobre el$ngulo de la pared y las vigas del techo, como se ilustra. THR EAD WIRE OVER ROOF BEAMS AT ° THE RIB OF ROOF PANELS bc' FATES PASSER LE CABLE PAR-DESSUS LES POUTRES DE I OIT A LA NERVURE DES PANNEAUX DE TOIT '' DRA T UBER DACHBALKEN BEI DER DACHPLATTENRIPPE EINFADELN HAG A PASAR EL CABLE SOBRE LAS VIGAS DEL TECHO, POP LA COSTILLA DE LOS PANELES DEL TECHO r 1 \ OUTSIDE \ EXTERIEUR INSIDE / INTERIEUR AUSSENSEITE AFUERA BINNENSEITE ADENTRO 5 t STEP 4 ETAPE 4 1 4. SCHRITT PASO 4 A. Insert approximately 4"to 6"of cable through eye of anchor, ssemble cable clamps as shown in Detail Drawing. l A. Inserez environ 10,1 cm (4") A 15,2 cm (6") de cable a travers I oeillet de 1'ancrage, montez les brides de cable de la maniere illustree dans le dessin detaille. A.Etwa 4 bis 8 Zoll des Kabels durch das Anker6se einfadeln, Ka elklemmen wie in der detaillierten Zeichnung gezeigt zusammenbauen. A.Inserte aproximadamente 4-6 pulg de cable por el ojo del and je y monte las abrazaderas de cable Como se indica en el detalle del diagrama. " CABLE CABLE KABEL CABLE ,A FRONT FACADE ® VORDERSEITE ® FRENTE EYE \ CEILLET ANKEROSE OJO j B. Insert opposite end of cable through eye, cut off leaving 4't 6"of cable. Assemble cable clamp as shown C. Repeat for remaining anchors. D. After cable is installed, twist anchors again to tighten cable. Tighten ONLY enough to make the cable taut. This will firmly hold your building to the ground. B. Inserez I'extr6rnM opposee du cable a travers I'oeillet, coupEz en laissant 10,1 cm (4") a 15,2 cm (6") de cable. Montez la bride de cable de la maniere illustree. C. Repetez pour les ancrages restants D. Lorsque le cable est installe,tordez les ancrages a nouveau pour serrer le ceble. Serrez TOUT JUSTE assez pour tendre le cable. Cette procedure tiendra votre abri fermement au sol. B.Das andere Ende des Kabels durch das Ose einfadeln and ab schneiden damit etwa 4 bis 6 Zoll Obrigbleibt. Kabelklemmen wie gezeigt zusammenbauen. C.Dasgleiche mit den ubrigen Ankern wiederholen. D.Nach Montage des Kabels,Anker noch drehen um das Kabel zu straffen. NUR soweit drehen, bis das Kabel straff ist. Dies wird den Bau fest an die Erde binden. B.Inserte el extremo opuesto del cable por el ojo y cortelo deja do de 4 a 6 pulg de cable. Monte la abrazadera de cable Como se ilustra. C.Repita Io mismo en los anclajes restantes. D.Una vez instalado el cable, haga girar el anclaje de nuevo para tensar el cable.Apriete SOLO to suficiente para que el cable quede tenso. Esto sujetarA firmemente su caseta al suelo 6 I NOTE: If you live in an area which is subject to winter frost, periodic inspection of the anchoring cables for tautness is recommended. If the cable is loose, turn anchor clockwise, if it be omes to tight,turn the anchor counter-clockwise. NOTE; Si I'abri est utilise dans un endroit sujet,au gel en hiver, 11 e 3t recommanda d'inspecter periodiquement les cables d'ancrage pour s'assurer qu'ils sont tendus. Si le cable est lache,t urnez I'ancrage dans le sens des aiguilles d'une montre. S'il devient trop tend u, tournez I'ancrage dans le sens contraire de 3 aiguilles dune montre. Anmerkung: In Gebieten wo Winterfrost vorkommt,wird periodisc a Oberprufung der Ankerkabel nach Straffheit empfohlen. Ist das Kabel lose, den Anker in Uhrzeigerrichtung dre en; ist das Kabel straff, den Anker in der entgegengesetzter Richtung drehen. NOTA-Si vive en un lugar que sufra heladas invernales, se le reconiienda que inspeccione periodicamente los cables para verificar que esten tensos. Si el cable esti flojo, haga girar el and je en el mismo sentido que las manecillas del reloj. Si esti demasiado tenso, haga girar el anclaje en el sentido contrario al de las manecillas del reloj. OVER THE BEAMS AND INT THE GROUND PAR-DESSUS LES POUTRES ET DANS LE SOL OBER DEN BALKEN UND IN DIE ERDE POR ENCIMA DE LAS VIGAS Y EN1 ERRADO EN EL SUELO 7 STEP 1 ETAPE 1 1. SCHRITT PASO 1 CAUTION: Determine location of ALL underground utilities, (el ctric, water, sewer lines,telephone, cable TV, etc.),to prevent accidental puncture.. ATTENTION : Etablissez 1'emplacement de TOUS les services ublics souterrains(electricite, eau, egouts,telephone, television par cable, etc.) pour eviter les ruptures accidentelles Vorsicht: Zuerst klarlegen ob unterirdische Leitungen (Strom-, Nasser-, Abwasser-, Fernsprech-, Kabelfernseh-u.dgl.) vorhanden sind damit these nicht aus Versehen durchbrochen werden. ADVERTENCIA:Determine la ubicacion de TODOS los servici publicos subterreneos (electricidad,agua, Ifneas de drenaje, telefonos, cable de television, etc.) para evitar rupturas accidentales. A. For best results, it is suggested that your building be on level ground, and that the frame be firmly supported around the perimeter of the building. If the area is not level, it is recomm ded that you level the frame by shimming or digging the earth to permit a level installation. B. Anchors should be located approximately 5"-9"from the corner ofyour building on the side walls. Line up the anchor with the first rib in the roof panel as shown below. A. Pour obtenir de meilleurs resultats, it est recommande de p iacer I'abri sur un sol egal, et de supporter le cadre fermement tout autour de I'abri. Si le sol nest pas egal, it est r icommand6 de mettre le cadre a niveau en plagant des cales ou en creusant le sol pour permettre une installation a niveau. B. Les ancrages doivent etre situes a environ 12,7 cm (511) -2 ,8 cm (9") de I'angle de I'abri sur les murs lateraux.Alignez I'ancrage avec la premiere nervure du panneau de toit, de la aniere illustree ci-apres. A.Fur beste Ergebnisse schlagen wir vor,daB der Bau in der E de eben liegt and data der Rahmen im Umkreis des Baus fest untermauert wird. Sollte die Flache nicht eben sein,wird Ausg aben bzw. EinfUllen empfohlen, um eine gut planierte Montageflache zu ermoglichen. B.Die Anker sollen etwa 5 bis 9 Zoll von der Bauecke entfernt auf den Seitenwanden liegen.Anker in gleicher Linie mit der ersten Rippe in der Dachplatte (wie unter gezeigt) ausrichten. A.Para obtener los mejores resultados, se sugiere que constr a sobre suelo nivelado y que el marco tenga un soporte firme en todo el perfinetro de la caseta. Si el suelo no esti a nivel, se recomienda que nivele el marco calzandolo o cavando en la tierra para asegurar una instalacion nivelada. B.Los anclajes se deben localizar de 5 pulg a 9 pulg aproxima amente del vertice de la caseta sobre las paredes laterales. Alinie el anclaje con la primera costilla del panel del techo, corno se indica a continuaci6n. 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04- 0029401 Date 12/21/04 Property Address . . . . . . 705 SAILFISH DR Application description . . . MECIANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------------- ---- -------------------- SMITH, MATTHEW J. SNYDER HEATING & AIR 705 SAILFISH DRIVE P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 241-4975 (904) 641-0600 -------- ----- -------------------------- --------- --------------------------- Permit . . . . . . MECHANICAL PE MIT Additional desc . . Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------ - -------- -- --- -------- ---------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDINQQQDES. BUILDING OFFICIAL r CITY OF ATLA14TIC BEACH MECHANICAL PERMIT APPLICATION I — Date: X)-/5- .3Y Property Address: IuS 5rvt_-S1s,.A orz Owner: GMAT, 5&-%,T ri Telephone #• ati� yy s Contractor: t�.►`1 D(.z Cu Telephone #: Contractor Address: gsxL Fax #: In consideration of permit given for doing the work as described in the abov statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accoi dance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site,list the building permit number: O Gas: _LP Natural _Central Utility O Oil ❑ Other—Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 4// Heat _Space _Recessed �Ccentral entral _Floor Residential C Air Conditioning: _Room O Duct System: Material Thickness O Commercial Maximum capacitycfm ❑ Refrigeration ❑ New Building O Cooling Tower: Capacity gpm 0111" Existing Building O Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Numbe ) Replacement of Existing System C3 Gasoline Pumps _(Number) O Tanks (Number) ❑ New Installation O LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System O Gas Piping ❑ Other-Specify — 13 Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDEN!',OR'S Approving Number Units Description Model# Manufacturer Ton's Agency I Cutis o?; to jG %'Z.A HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLE 'S Approving Number Units Description Model# Manufacturer BTU's Agency 1 A44 w(e3t 2A,,,(- A.a 114 1,04 av 0 f/LA�( !v h✓ u L t TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-584 - http://www.cLatiantic-beach.fLus r� CITY OF ATL A; TIC BEACH } 800 SEMIN LE ROAD ATLANTIC BEACH FLORIDA 32233 x INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03- 0026976 Date 10/02/03 Property Address . . . 705 SAILFISH DR Tenant nbr, name . . . . . . REPLACEMENT WINDOWS Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO EE UPDATED Application valuation . . . . 2449 Owner Contractor --- ---------------- ---- - -- --------------------- - SMITH, MATTHEW J. AMERICAN WINDOW PRODUCTS 705 SAILFISH DRIVE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731-2247 ------------ ----- --- ------------------- -------- --- ---- -- ------------- ------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . 2449 Fee summary Charged laid Credited Due ----------------- ---------- --- ------ -------- - - ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOI BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE ro 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 Cc: CITY OF ATLANTIC BEACH o. J BUILDING / ZONING DEPARTMENT Hi99ins FJ 800 Seminole R Dad J. Atlantic Beach,Floria 32233 (904)247-58(0 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # - Z ' Property Address: '7C-S [ Applicant: Project: This permit application has been: Approved F Reviewed and the following items need attention: Please re-submit your application when these iten is have been completed. Reviewed By: Date: .� . e �y w yy Ott City of Atlantic Beach • 300 Seminole Road Atlantic Beach,Florida 32233.5445 Phone:(904)247-5300 • FAX.(904)247-534 i �_http;//www/ci,atlantic-belch.a.us ' PERN.aT APPLXCATION FOR REPLACEMENT O tiVLYDOWS,S.K'YUGHTS AlYD GARAGE DOORS OF SMOL.B44L)IXLY OFt-1WO-FY(DUPLE20 CONSTRUCTION Date ' Address where work is to be performed �l >' oiU ' Applicant Mojt�jL) � ! f u Address �� 41� Phone: —t 2 2..-5 '30--t.'® ' � 2 S --Z L a 1" �. Legal Description: Block Number Lot Num er f Zoning District Contractor_ A SNIP-ItLCI&N 3N]bIR y Atate License Numbcr 5ccu' 't, C PRODUCTS,INC., Address 2633 poWERS AVE: Phone " JACKSONVILLE,FFL 32207 Ciry State _zi.D Ix Describe proposed Use and Work to be Done 12 Present Use of Land or Building(s)' � Valuation of Proposed Construction t Building Date: Mean Roof Height 9, (ft)' Building width (ft) Building Length Roof Slope i Z *Window Eley, (ft) Window Height (ft) ;Window Width (ft) • Measurement from comer of building to window (ft) In addition to the Building Data the following information isrequired: Manufactures Test Report Installation Procedures Window DescriptionfType - Garage Door Description/Type - Skylights Description/Type Elevation View of Window Locations I EE REBY CERTIFY THAT ALL INFORMATION PRO ED WITH THIS APPLICATION IS CORRECT. D Signature of Owner It�f ��G Date I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAKE TO BE TRUE AND CORRECT. ALL PROVIS NS OF THE LAWS AND ORDINANCE GOVERNING THIS TYPE OF WORK WILL BE COMPLE ED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PEFUMIT DO&I NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY F EDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MAX-,NER,INCLUDING THE GOVERNTNG OF CONSTRUCTION OR THE PER.FORMANCE.OZ CON TRUCTION OF THE PROPERTY. I UNDERSTAND THAI"I'HE ISSUANCE OF T PERMIT IS CONTLNL GENT UPON THE ABOVE INFORMA'T'ION BEING TRUE AND CT AND THE PLANS AND SUPPORTING -DATA HAVE BEEN OR S R ED Q UD. /y Signature of Contractor Date �7 Address and contact information of erson to receive all corn pondence regarding this application (Please Print) Name Mailing Address Phone FAX E_m Sworn and Subscribed Before mt: this Day of State of Florida, County of Duval Notary's Sig= lure As to Owner: ,Personally bown +mak Betty Felder G Produced identification *&f*My Commission CC881315 Type of ide tification produced 'SM,,,,F Expires October 20,2003 As to Contractor Personally Rnown 0 Produced id ntifieation <d"�,"py Betty Felder Type of ide tification produced * *My commission CC881315 N. tea'Expires October 20,2003 i Duval County Property Appraiser - Parcel Summary Page 1 of 2 PARCEL INF01131JU ION Owner's Name: SMITH , MATTHEW J Real Estate Number: 171229 0000 Secondary Name: ROSEMARY A Property Address: 705 SAILFISH DR Mailing A dress: 8848 ATTER LN City: ATLANTIC BEACH JACKSONVILLE , FL Zip: 32233 Zip: 32216-3504 Unit Number: PARCEL DESCRIPTION Property Use: 0100 SINGLE FAMILY Sale Date 11/20/1998 Legal Description: 30-60 38-2S-29E ROYAL Sale Price $5,500.00 PALMS UNIT 1 LOT 11 BLOCK 6 - Neighborhood: 943807 ROYAL PALMS Section/Township/Range: 17-2S-29E No. Buildi gs: 1 Oficial Record Book and Page: 09148-2391 Heated A a: 1185 Map Panel: 556A1 Exterior all: CB STUCCO VALUES AND TAXES FROM 2002 CERTIFIED TALX ROLL Land Value: $24,240.00 Taxing A hority: USD3 Class Value: $0.00 County T : $463.60 Improvements: $43,200.00 School Ta : $563.74 Market Value: $67,440.00 District T x: $213.93 Assessed Value: $67,440.00 Other Ta $33.76 Exempt Value: $0.00 Voted Ta : $39.12 Taxable Value: $67,440.00 Sr. Exempt: $0.00 Sr. Taxable: $0.00 Total Tax $1,314.15 Printable Version - 2003 Proposed Value Additional Links: - Map This Property_(MapIT) - Property Record Card (P _C) - Taxes - Back to Search Page http://pawww.coj.net/pub/property/RENO.asp?RENUM�l71229+0000 9/25/2003 �- �- z� Ilk \ =w " R+ 104 ;5 coy 4,.,, h M _,ro 0 0 3 o =r C= n c v N ,r C.R. m 1. Z • r„ 3 NATIONAL CERTIFIED TESTING LABORATORIES C1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE (407) 240-1356• FAX (407) 240-8882 www.nctlinc.com STRUCTURAL PERFORAIAI CE TEST REPORT Report No: NCTL-210-2883-2 Test Date: 11127102 Report Date: 12131102 Expiration Date: 11127106 Client: Bell-View, Inc. P.O. Box #208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue Chip" Type XOX Horizontal Sliding Aluminum Prime Window (HS-C30 110x62)(HS - C46 110x62 with sill riser). Test Method: ANSI/AAMA/NWWDA 101/I.S.2-9 , "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows an Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a type XOX horizon al sliding aluminum prime window measuring 110"wide by 62"high overall. Both interi r active sash measured 28-112"wide by 60" high. The fixed lite was glazed to the frame members oroviding a viewing area of 50-3/4"wide by 58"high. Frame and-sash members were not thermal!y broken. One (1) metal cam-type sweep lock was located at 8-1/2"from each end of the interior active meeting stiles. The cam-type sweep lock keepers were extruded onto the fixed meeting stiles at lock positions. A metal roller/plastic housing was located at each and of both sash bottom rails. The frame was of double screw coped corner construction using(#8 x 3/4')PPH screws. Th e active sash were of double screw coped corner construction using(#8 x 3/4") PPH screws. TT,e fixed meeting stiles were fastened to the head and sill at 28-112"from each jamb with two (2) (#8 x 3/4") PPH screws. Glazing: Both active sash and fixed lite were interior glazed using 118"thick annealed glass with a silicone back-bedding and a roll formed alumi num glazing bead.. Weatherseals: One (1) strip of bulb vinyl weatherst ip (0.350"high) was located at each jamb. Two (2)strips of center fin polypile weatherstrip (0.230"high) was located at the top and bottom rails of both active sash. One (1) strip of center fin vi yl weatherstrip (0.170"high) was located at each fixed meeting stile. PROFESSIONALS IN THE SC ENCE OF TESTING Bell View, Inc. _2_ NCTL-210-2883-2 Weeps. One (1) weep hole measuring 1-1/2"x 5132"was located at 5"from each end of the screen retainer sill track. One (1) weep hole measuring '/," 5/32"was located at 6-1/2"from each end of the screen retainer sill track. One (1) weep hole measuring 1"x 5/32"and employing a plastic weep cover was located at each end of the sill face. Interior&Exterior Surface Finish: Mill finish c luminum. Sealant: The jamb/sill corners were sealed with a ilicone sealant. Screen:An insect screen measuring 28"wide by 58- /2"high was of mitiered type corner construction with nylon corner keys. The screen empl yed fiberglass mesh cloth with a solid vinyl spline, two (2)pull tabs and two (2)jamb retainer springs. GATEWAY PERFORMANCE TEST RESULTS Par. No. Title of Test &Method Measured Allowed 2.2.2.5.1 Operating Force Right Active Panel Open 20 lbf 25 lbf Close 18 lbf 25 lbf Left Active Panel Open 19 lbf 25 lbf Close 20 lbf 25 lbf 2.2.2.5.2 Deglazing-ASTM E987 Right Active Panel Top Rail (50 lbf) 4.0 % (0.020') <100% Bottom Rail (50 lbf) 3.6 % (0.018') <100% Left Hand Stile (70 lbf) 5.6 % (0.028') <100% Right Hand Stile (70 lbf) 5.0 % (0.025') <100% Left Active Panel Top Rail (50 lbf) 4.4 % (0.0221) <100% Bottom Rail (50 lbf) 5.0 % (0.025') <100% Left Hand Stile (70 lbf) 5.8 % (0.0291) <100% Right Hand Stile (70 lbf) 6.0 % (0.030') <100% 2.1.2 Air Infiltration -ASTM E283 1.57psf(25 mph) 0.06 cfm/ft2 0.3 cfm/ft2 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft2 WTP= 4.5 psf No Leakage No Leakage Bell View, Inc. -3- NCTL-210-2883-2 GATEWAY PERFORMANCE AST RESULTS (Cont.) Par. No. Title of Test &Method Measured Allowed 2.1.4.2 ** Uniform Load Structural -ASTME33 Permanent Set 45.0 psf Exterior 0.02" 0.237' 45.0 psf Interior 0.03" 0.237' 2.1.8 Forced Entry Resistance -ASTMF588 Level 10 Meets As Stated (See Appendix A for test results) OPTIONAL PERFO CE GRADES Par. No. Title of Test &Method Measured Allowed 4.3 * Water Resistance -ASTM E547 5.0 gphI fts WTP= 7.5 psf No Leakage No Leakage NOTE. Unit was tested with a 2.250"sill height to achieve WTP= 7.5 psf 4.4.4.2 ** Uniform Load Structural -ASTME330 Permanent Set 67.5 psf Exterior 0.05" 0.237' 67.5 psf Interior 0.09" 0.237' * Tested with and without screen ** No glass breakage or permanent dam a a causing the unit to be inoperable TEST COMPLETED 11/27/02 The tested specimen meets (or exceeds) the performan e levels specified in Table 2.1 of ANSIIAAMAI NWWDA 101ILS.2-97 for air infiltra ion. The listed results were secured by using the designated test methods and indicate comp 'ance with the performance requirements of the referenced specification paragraphs for the HS-C 0 110x62(HS - C45 11 Ox 62 with sill riser) product designation. Detailed drawings were available for laboratory reco7 ds and compared to the test specimen at the time of this report. A copy of this report along with r resentative sections of the test specimen will be retained by NCTL for a period of four(4)year . The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. Th report does not constitute certification of the product which may only be granted by a certification program validator. NATION.AJJ CERTIFI TESTING LABORATORIES ko""� (k� 69yluv DANIEL CC NYERS Laboratory I fanager 1 Bell View, Inc. -4- '! NCTL-210-2883-2 k } APPENDIKA Forced Entry Resistan a Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Ea cluding Glazing Impact". TEST RES LTS Paragraph No. Loads D itration Measured Allowed 9.4- Disassembly No Entry No Entry 10.1-Lock Manipulation 5 Minutes No Entry No Entry 10.2.1.1-Test AZ L1=150 lbf 1 Minute No Entry No Entry 10.2.1.2-Test A2 L1=150 lbf 1 Vinute No Entry No Entry L2= 75 lbf interior 10.2.1.3-Test A3 L1=150 lbf 1 Vinute No Entry No Entry L2= 75 lbf exterior 10.2.1.4-Test A4 L1=150 lbf 1 Vinute No Entry No Entry L2= 75 lbf interior 10.2.1.5-Test A5 L1= 150 lbf 1 Vinute No Entry No Entry L2= 75 lbf exterior 10.2.1.7-Test A7 L1=150 lbf 1 Vinute No Entry No Entry L2= 75 lbf interior L3=25 lbf interior 10.2.1.8 Lock Manipulation 5 inutes No Entry No Entry 10.2.4.1 Fixed Lite 5 inutes No Entry No Entry Lock Manipulation 0) 3 1 - 0c p n0 ?IV c D cn O CD N C M O Q O~ V � � IL L— i 4z T 0 Z ` 1 � m Z O � CA O o w N • f C NATIONAL CERTIFIED TESTING LABORATORIES C1464 GEMINI BOULEVARD•ORLANDO, FLORIDA 32837 PHONE (40 )240-1356• FAX (407) 240-8882 www.nctlinc.com STR UCT URAL PERFORMA VCE TEST REPORT Report No: NCTL-210-2883-5 Test Date: 01122103 Report Date: 04114103 Expiration Date: 01122107 Client: Bell-View, Incorporated P.O. Box 208 Wrightsville, GA 31096 Test Specimen: Bell-View Incorporated Series "Blue hip" Single Hung Aluminum Prime Window (H-C45*52x72). Test Specification: ANSI/AAMA/NWWDA 101ILS. -97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." TEST SPECIMEN DESCRIPTION General: The test specimen was a one-over-one single ung aluminum prime window measuring 44"wide by 6'0"high overall. The active sash measure 4'2"wide by 3'0"high. The active sash was removable via a single balance system with locking tilt hoes at each interior jamb track. Frame and sash members were not thermally broken. One (1) meta cam-type sweep lock was located at 13-112" from each end of the active meeting rail. A sweep lock keeper was extruded onto the fixed meeting rail. One (1) metal slide bar limit/security lock was located at each end of the active meeting rail with the keepers punched into the jambs. One (1)plastid tilt latch was used at each end of the active meeting rail. An extruded aluminum sash stop was locc,ted at the top of each interior jamb track. One (1) metal picot bar was located at each end of the a 7tive bottom rail. The fixed meeting rail was fastened to each jamb with two (2) (#8 x 3/4"pan head) screws. The frame and sash were of double screw (#8 x 3/4"pan head) coped corner construction. 7he frame was mounted to the test buck using fourteen (14) (#10 x 1-1/4"flat head) screws. Glazing: The active sash and fixed lite were interior g zed using DSB 178"thick annealed glass with an adhesive back-bedding and snap-in extruded aluminum glazing bead. Weatherseals: One (1) strip of center fin weatherstrip 0.200"high) was located at each active sash stile. One (1) strip of center fin weatherstrip (0.250"hi g ) was located at each active sash stile and the sill. One (1)strip of single leaf vinyl weatherstrip was located at the fixed and active meeting rails, One (1) strip of bulb-vinyl weatherstrip was locatel at the sill. Weeps: One (1) weep hole measuring 3/4"x 3/16"was ocated at each end of the center vertical sill leg. One (1) weep notch measuring 114"x leg height was located at each end of the exterior vertical sill screen retainer leg. PROFESSIONALS IN THE SCI NCE OF TESTING Bell-View Incorporated -2- NCTL-210-2883-5 Interior&Exterior Surface Finish: Mill finish aluminum. Sealant: The frame and active sash corners were sealed with a small joint sealant. Screen: An insect screen measuring 3'11-112"wide by 46-112"high was of mitered type corner construction with staked-in-place nylon corner keys. The screen employed fiberglass mesh cloth with a hollow vinyl spline, two'(2)pull tabs and two (2)jam retainer springs. TEST RES U TS NOTE: The following primary performance test results are referenced from NCTL 210-2883-4, test date 1122103. Par. No. Title of Test &Method Measured Allowed 2.2.1.6.1 Operating Force 24 lbf(max) 30 lbf 2.1.2 Air Infiltration -ASTM E283 0.57psf(15 mph) 0.03 cfm/fts ------- 1.57psf(25 mph) 0.07 cfm/ft 2 0.30 cfm/ft2 2.1.3 * Water Resistance -ASTM E547 5.0 gph/ft' WTP= 4.50 psf No Leakage No Leakage 2.1.4.2 ** Uniform Load Structural -ASTM E330 30.0 psf Exterior 0.010" 0.228" 30.0 psf Interior 0.030" 0.228" 2.2.1.6.2 Deglazing-ASTM E987 Active Sash Meeting Rail (70 lbf) 5.6 % (0.028') <100% Bottom Rail (70 lbf) 3.4 % (0.017') <100% Left Hand Stile (50 lbf) 2.6 % (0.013) <100% Right Hand Stile (50 lbf) 3.0 % (0.015") <100% 2.1.8 Forced Entry Resistance -ASTM F588 Grade 10 (See Appendix A for test r sults) Meets As Stated Bell-View Incorporated -3- NCTL-210-2883-5 OPTIONAL PERFORMANCE NOTE: The following tests results were conducted on the 52"x 72"specimen as described in this report. Par. No. Title of Test &Method Measured Allowed 4.3 * Water Resistance -ASTM E547&AST E331 5.0 gph/ft? WTP= 8.25 psf No Leakage No Leakage 4.4.2 ** Uniform Load Structural -ASTM E330 67.5 psf Exterior 0.030" 0.280" 67.5 psf Interior 0.032" 0.280" * Tested with and without screen ** No glass breakage or permanent damagc causing the unit to be inoperable TEST COMPLETEL 01122103 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of ANSI/AAMA/ NWWDA 101ILS.2-97 for air infiltration. The listed results were secured by using the designated test methods and indicate compliance with the performance requirements of the referenced specification paragraphs for the H-C45 52x product designation. Detailed drawings were available for laboratory record and comparison to the test specimen at the time of this report. A copy of this report along with rep esentative sections of the test specimen will be retained by NCTL for a period of four(4)years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn from this test. This report doe not constitute certification of the product which may only be granted by a ce Lon progr validator. NATIO AL CERTIFIED TESTING LABORATORIES rislio L . LANE n M pager 1 Bell-View Incorporated -4- NCTL-210-2883-5 NOTE: The following forced entry resistance test results are referenced from NCTL 210-2883-4, test date 1122103 t APPENDIX Forced Entry Resistance Test Results Test Method: ASTM F588-97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluffing Glazing Impact". TEST RESULTS Paragraph No. Loads Dur tion Measured Allowed 10.1-Lock Manipulation 5 Mi Utes No Entry No Entry E 10.2.1.1-Test AI L1=200 lbf I Mi .ute No Entry No Entry 10.2.1.2-Test A2 L1=200 lbf 1 Mi ute No Entry No Entry L2=100 lbf interior i 10.2.1.3-Test A3 L1=200 lbf 1 Mi�ute No Entry No Entry L2=100 lbf exterior 10.2.1.4-Test A4 L1=200 lbf 1 Mi tute No Entry No Entry L2=100 lbf interior 10.2.1.5-Test A5 L1=200 lbf 1 Mi ute No Entry No Entry L2=100 lbf exterior 10.2.1.7-Test A7 L1=200 lbf 1 Minute No Entry No Entry L2=100 lbf interior L3=35 lbf interior 10.2.1.8 Lock Manipulation 5 Mi tutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Mi utes No Entry No Entry Glazing/Panel Manipulation z f i, { 6 ?f C CITY OF ATLANTIC BEACH } 800 SEMINO E ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 cr Application Number . . . . . 04-00027647 Date 2/04/04 Property Address . . . . . . 705 SAILFISH DR Tenant nbr, name . . . . . . INC TO 200AMP, 1PH, 3W, 240 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - --------- ------ -------- - ----------------------- SMITH, MATTHEW J. R & R ELECTRIC COMPANY 705 SAILFISH DRIVE P.O. BOX 62238 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32219 (904) 768-6166 ---------------------------------------- -------------------- -- ------------- Permit . . . . . . W/W/O ELECTRICIL PERMIT Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 170 . 00 170 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 170 . 00 170 . 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 O 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 VIO ATION OF APPLICABLE PROVISIONS OF LAW. BuT ING OFFICIAL VV CITY OF ATL NTIC BEACH EL TRICAL PE IT APPLICATION Date. 2-4-04 Property Address: 705 Sailfish Dr. Owner: Matt Smith Telephone#: 241_4g75 Contractor: R & R Flectrir nf NorthTelephone #: 761_5555 Contractor Address: P•0. Box 60665 J a cksoriville, F1 3223(Vax#• 768-8240 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. Building: Bui ding Type: ❑ Trailer Service: If other construction is ❑ New Residence ❑ Temp. ❑ New being done on this building U" Old ElCommercial C3Signs W'Increase Or site,list the building Ll Re-wire ❑ Addition Sq.Ft. ❑ Repair Pert number: Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS ( PH f WVOLT WAY Existing Service RACE Size AMPS d PH l W 3 VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 030 AMPIS 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 200 amp service increase on 800 Seminole Road•Atlantic Bea h,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 a http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINO1 E ROAD r� ATLANTIC BEACH, LORIDA 32233 INSPECTION PHO LINE 247-5826 Application Number . . . . . 03-0 027293 Date 11/25/03 Property Address . . . . . . 705 EAILFISH DR Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1890 Owner Contractor ------------- --- -------- ------- - -- - - - -- - - - -- ---- SMITH HILLS METAL ROOF SYSTEMS 705 SAILFISH DRIVE 2242 NEWBERRY ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 396-1165 (904) 396-1165 -------------------------------------- -- ------- ------------ - --------------- Permit . . . . . . ROOF PERMIT Additional desc . . STARTED WITHOU PERMIT Permit Fee . . . . 190 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1890 Fee summary Charged P id Credited Due ----------------- ---------- ---- ----- - --------- --- ------- Permit Fee Total 190 . 00 190 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 190 . 00 190 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE T 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 VIO ATION OF APPLICABLE PROVISIONS OF LAW. , C ` . BUILDING OFFICIAL CITY OF ATLANTIC BEACIJ ROOFING PERMIT APPLICATION Date: Job Address: - ,c- l" l' -r V -+ Owner of Property: Address: �C ' Telephone: Contractor: State License Number: Contractor's Address: Telephone: Fax: t 77-5-7- Scope 75•`7Scope of Work: Deck Slope: _ Greater than 2:12-i _Less than 2:12 Valuation of work: ©U Product Name(Example:Timberline): Manufacturer(Example: GAF): / ASTM Designation(s): 6 Required Inspections: Sheat in d a1 Signature of Owner: Date: f Signature of Contractor: Date: AS TO OWNER: ' Sworn to and subscribed before me this a ` day of (7 20-Ql, State of Florida,County of Duval Notary's Signature: �p" FRENCH * I N#DO 039658 personally known �, EXPIRES:July 5,2005 ❑ �orr�� BOThru Budget Notary Services Produced i entification _ Type of id ntification produced /�/�� AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval d, Notary's Signa re: THEgpN M.FRENCH personally mown * MY COMMISSION#DO 039658 ❑ Produced i entification +� a EXPIRES:July 5,2W5 orr�oa Bonded Thru budget Notary Bervias Type of ide itificatior pr 800 Seminole Road •Atlantic Bea ,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)2 -5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 2/21/03 x s s 1VTr CITY OF ATLAN�IC BEACH C For BUILDING / ZONING EPARTMENT L. Higgins 800 Seminole ad S. Doerr j sr7 Atlantic Beach,Flori4 a 32233 (904)247-58 ^� 13 (904)247-5845 Fax PLAN REVIEW C MMENTS Permit Application # 03— 2 709 Property Address: -7O J q (L, 1 H Applicant: _ Project: Re -P-0o f-- This p it application has been: Approved F-1 Reviewed and the following items need attention: S.S LA-e-, 35 -3 1.i Please re-submit your application when these items have been completed. Reviewed By: Date: o� ■ ■ E ■ ■ ■ `,�, s CITY OF ATLANTIC BEACH y ■ 800 SEMIN DLE ROAD ■ ATLANTIC BEACH, FLORIDA 32233-5445 ■ Telephone: (904)247-5800 ■ Fax: (904) 47-5845 ■ http://ci.atia tic-beach.fl.us FAX To: &'00 00 5 Fax#: -' 1 0 0 z7 From: Jennifer Date: Pages: Re: ,,, n Urgent ❑ For Review ❑ Please Reply Notes: Fly i JNJ OV f�� CITY OF > itic �eac`i - ��vuda 800 SEATINOLE ROAD - _ - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 February 13, 1996 Mr. Matthew J. Smith 705 Sailfish Drive Atlantic Beach, FL 32233 Dear Mr. Smith: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 705 Sailfish Drive a/k/a Lot 11, Block 6, Roya Palms #1 RE171229-0000 Enclosed is a copy of a letter notifying you of a structure which was enclosed without a City of Atlantic Beach permit . To date this structure is still nor permitted. If this structure is not permitted by February 19, 1996 this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 . 09, the Code Enforcement Board may impose fines of up to $250 . 00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, Don C. For Building Official DCF/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED CITY OF 800 SEMINOLE ROAD ATLANTIC IC BEACH,FLORIDA 32233-5445 _� TELEPHONE(904)2a7-5800 FAX(904)247-5805 July 8 , 1994 Matthew J. Smith 705 Sailfish Drive Atlantic Beach, FL 32233 Re: 705 'Sailfisf 'l5rr ve' a/k/a Lot 11, B ock 6, Royal Palms #1 RE#171229-0000 Dear Mr. Smith: It has come to our attention that an enclosed carport has been constructed without a permit being issued by the City of Atlantic Beach. Permits are required for this type of structure. Please contact this office within thirty ( 30) days from your receipt of this letter to apply for a permit for this construction. If we do not hear from you within thirty (30) days this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, tie Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 for a repeat violation. Sincerely, )6,-(, _ Don C. Ford Building Official DCF/pah cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED r CITY OF >'�tlasrtic Seac` - �Gvria�a 800 SEMINOLE ROAD - ----- - - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 December 11, 1995 Matthew J. Smith 705 Sailfish Drive Atlantic Beach, FL 32233 Dear Mr. Smith: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 705 Sailfish Drive ,- a/k/a Lot 11, Block 6, Roy 1 Palms #1 RE#171229-0000 Investigation of this property discloses that I have found and determined that, a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 12, Section 12-1-(7) i .e. , outside storage of discarded items along the front fence. You are hereby notified that unless the condition above described is remedied within ten (10) days from the date of your receipt hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, te Code Enforcement Board may impose fines of up to $250 .00 per d y for a first violation and $500 . 00 per day for a repeat violati n. Sincer ly, 001,1, Karl W runewald Code Enforcement Officer KWG/pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED a CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233.5435 TELEPHONE(904)257-5800 FAX(904)247-5805 July 8, 1994 Matthew J . Smith 705 Sailfish Drive Atlantic Beach, FL 32233 Re: a/k/a Lot 11, BloCI , Royal Palms #1 RE#171229-0000 Dear Mr. Smith: It has come to our attention tha an enclosed carport has been constructed without a permit being i sued by the City of Atlantic Beach. Permits are required for thi type of structure. Please contact this office within thirty ( 30) days from your receipt of this letter to apply for a permit for this construction. If we do not hear from you within thirty (30) days this case will be turned over to the Code Enforcement Board. Under Florida Statute 162 .09, the Code Enforcement Board may impose fines of up to $250 .00 per day for a first violation and $500 .00 for a repeat violation. Sincerely, k) C k- Don C. Ford Building Official DCF/pah cc: City Manager VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED .. a 00041-1 ' k NEPARTMM OF 8 ILVMG " GiTY OF ATL.ANT}O EACH . : f �» " . ' » » Li `ATr R I R "I E!! i*`. lR � . PLOR,IDA 0223 oascstlPTION stat ion s . ZY au iv, **QI YA1 PaleIwpoltoArzox . * xTH . ir ;�" frra '► "' «1 100 . ' ° " +u ir WAT p "Mr. I TAl RA .. 0 .00, t t Am fly of� 64 oo 0. M t't 7101s- 1kL1. MS . 09-VI�QEII}�S A�Ii?.FGOTFNG3 M1J �"�I�.1}�51��"OT�#�BEFORE Pp1JRtN�a { r I'ERM}.T 1t01l�"S!X MfJNTH$AFTE R DATE-0 F}BSt9E BUI DIhIG,MATER 4,i,,, C BE3is ANt? DEBR}s FRQM.THiS W(4RK ML ST NOT BE PLACED IN PUBLIC'SPACE,AND MU T BE CURED I{P AN}3 Y Tk}EfI CONTRACTOR OR OAA NEO.' r^. `F .URE Ct PLY 'WI'Y`H THE MECH NILS' LIEN L.AW CN RESU ' IN LAYING TWICE F R SUILM14 IMPVEMW ." E } CO fit #%Tt Ate' OVB£? P}.ANS 41th#}CH, ARE PART O THIS PERMIT,4ND SUBJECT TO REVOCAT}ON4"FOR AIP4iCAII,Ir ?�fl*}E }a} ATLA TIDING EPAR-r ` CITY OF ATLANTIC, BEACH APPLICATION FOR BUILbING PERMIT OwnerAA77114:4� 7�Addres s X05 S L fr// A,_-, zip 32 Z,3,j Phone2 7/j T Architect �_7A/'V.C_ Address zip Phone Contractor Address zip Phone Contractor's License Number AoborJc2e;7 Expiration Date Copy on File //// — Lot Yt�Block or Section # Subdi sion &/11��/�s l Zoning Street1�ic�-c Between and side Valuation $ / ®GG Type of Constructio 'e,r,�� r- re,7 !— Purpose of Building tyo�6�s�4/yP S�o,�,gG� N er of Units Fireplaces ,r��v� Utility Service: Water w,E Sewer 1U,, If the City if providing water or sewer service, do we need to make taps? ,tib Dimensions: Building :2&x 3b Lot_ Size Footings X 1 2- Sz. Piers Sz. Sills Treatest Span Sills fie,. Sz. Ceiling Joists 2 >< 4 Distance on Cente s �6/ Greatest Span �C5 Sz. Floor Joists - 0(k It ,' Distance on Centers Greatest Span Sz. Rnftcrs3� ���� Contens Distance on lee' - --- c to s ` Crontest Siam /Z Method of Heating ,yA!5)svE_ Solid-Filled Ground Roof Flood Zone 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: I. When steel is in place and ready to pour footi gs. f' 2. When steel is inlace and ready y to pour col s/lintel. �y 3. When steel is in place and ready to pour beam. Aid 0 IJ 4. When framing, mechanical, plumbing, electrical fireplace, is completed and ready" to cover up. �111Idjn 5. Final inspection. SMACM and Zoning NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called or after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, we w herebyagree to 2; g � perform said work in accordance � with the attached plans and specifications, 81 �, which are a part hereof, and in accordance 8 with the building regulations of Atlantic BeachA P R O V E D CITY OF ATLANTIC BEAW BUILDING OFFICEf� I(D Signature Owner Signature Contrac or B � Pront Lot Line FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Iterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone ( zone A) a survey must be made after the slab has been poured, cer ifying that the "lowest floor e evation is equa to or a ove tha base flood elevation established for that zone . No Final Inspection will be made and No ertificate of Occupancy will be issued until the survey is on fi e 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 effecting the proposed developemnt . Date Applicant ' s Sign tune ----------------------------------------- ------------------------------ Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative e t , s : : r __• _ a. r r 9 I ' AW } a- , , r r r 1 i 1 , I , : r r , I , , a o , r T 5t �► 3LC� K AS F �� SW�VVN t��l t a � MAP,'OF,,,-",..'." J� 'i ll � bRb�U► i!� PLAT BOOK _ PAGE `Q OF PUBLIC RECORDS OF DUVAL CO. FLA. FOR �'7►-. w.c.�'U �sn�i�-i ' A of AS p-4 0 y. r , a • r, cA..f. Cwn/C. v' D wry. AWA q r=' Aj1 S b' : a•�.u - a� w.r � � �t�r�r O f CCaNG. .9,L.i4• • C a i•K '� t • 9 �► —=-•. /314.41 AIA a& 4*VI C,ny• N j1i,g••1'e cti'2''G d 'tva 0 T r iG.r 7"0 r' nJ C.� y• % e;A / L /'c! ""a`l5✓ rho• ,*�, !A4f a SAM ON PtNr `AS SHOWN 1 HtA teY CE l"CHAT THE.b 42 T SHOWN HEREON IS IN THE SPECIAL FOOD HAZARD AREA ZONE C' AS SHOWN ON FLOOD IW"ANCE RAfi�`MAP L-/,C�FOR THE CITY OF 4-4�"v"'� , FLO DA,DATdo -j-/"s-7'�" I •) � � r ; � � i ( i � 1 i , 1 i T i L 1 , { 51 1 t ' , 1 , i , t i i f : r ' : : i : . __ PLANS REVIEW CHECK LIST 01 Address--- -==- CGc_. F,. ----Owner / _ ---f _ � _ Legal Description (_ ______C ntractor_________ ------- ----------------- -" -c-- - ~- -- ` = `---- -----L cense Number------------------------ License on File YES NO Section 24_101 * Zoning Regulations Zoning District___Ral---- Proposed Use_tL _____ Required Lot Size _ "_ Actual Lot Size ----------- Setbacks Required Provided Section 24_17 front -------- CORNER LOT °INNTTERI0R LOT rear --- --- _ �._ -__- Flood Zone________________ side-1 / Required Elevation side-2 Max. Height Allowed____, ____ Proposed Height___ Section 24_82 * Minimum Lot Coverage Required Heated Area -_ Proposed Area____ Section 24_161 * Offstreet Parking Number Spaces Required------- Spaces Provided tea. Section 24_82 * Duplicate Buildings Is there a similar building within 00' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities ----- City of Atlantic Beach Utilities ----- Private Source SEPTIC TANK WERL Plans Reviewed by: Date Building Permit #__________ ISS ED DENIED Address Heated Square Footage @ $ per sq ft = $ Garage/Shed t6 o0 @ $ , S(� per sq ft = $ 1,—Loo. 0� Carport/Porch @ $ per sq ft = $ Deck @ $ persgft = $ Patio @ $ per sq ft = $ TOTA L VALUATION: $ 66 I 1 D v' °" �d $ o . °y Total Valuation 1st Jr9 $ �7- 04 Remainder Valuation 3 aper thousand or portion thereof --------------------------------------- ADDITIONAL PERMITS and/or FEES REQUIRED----- Total Building Fee $ v u 2 Filing Fee $ Mechanical Fireplaces @ 15.00 $ PluThing BUILDING1PERMIT FEE $ .` Electric/New Electric/Temp Septic Tank EUILDING PERMIT $ Well ILATER METER CHARGE $ Swimming Pool EWER IMPACT FEE $ Sign ITATER E11PACT FEE $ Water Connection k 11SCELLANEOUS $ Sewer Conmection $ Water Meter $ Elevation Certificate C RAND TOTAL DUE $ --------------------------------------- ------------------------------------------- CALCULATIONS and/or NOTES } 000459 DEPARTMENT OF St ILDINO CITY OF ATLANTIC I IEACH PERMIT INFORM TION N � �� � ..� m �� �� LOCATION INFORMATION P+ r-*J,t N bor°;r 4 q ddr s 703 SAILFISH Dolve; z P 'r mm Lt', T,ypej 80111..0.I"o ,ATLANTIC BEACH; FLORIDA D 23 C 1 ; at of Wpr k: REPAIR Ft , �� _, 000AL DESCRIPTION coo r— TypesNIA Lots Blocks sections I Pry pOso i Uses INOL$. FA,MIL Y Plat Rook t � P qw: O Dw ell ngs,: 0 C de s 0 ub+i vl�al�r�r a 'royal palm' Z8 mated Valijes 0.+ OWNER INFORMATION, 1IAT.IaN sn r s r, Cc t t1200- 00 N4 sae z �MATTHEW J. SMITH � Total cid s 76AIx..FISW DRIVE . An '. 0 � � ATLANTIC SEACH� FLORIDA a 23 Ph i ( )7'24°-9L 4 L �Fto us gd feltg.tgrgd aMphalt 4 31" V � 1 14 C7ID f ? CQ C . 4#LICAT'IQN FEES + 4 �t SAND s. yy1I` INFpr",AFeLVI 0 � !€� 1 ,? T �xP. Tom ADO GAS 5% 1 ' ATE TAP 04 00 I e a �,t °IDR UL.IC. SHARE ; "40 : E 40 I PEO' FEE O2#D t NG Z' R I N -�. ' , "+� A .. r2�4s;` F,a9os7# .0 �...wTO NATES: r _ ; A , NOTICE=4 ALL CO ,,CRET'E FARMS AND FOOTINGS MU TBE INSPECTED BEFORE PIDURIIVG PERMIT VOID SIX MONTHS AFTER DATE OF 18-SUE BUILDING MATERIAL,,RU,BBISHi AND DEBRIS FROM THIS WORK MUST NOT�E PLACED IN PUBLIG SPACE,AND MU T BE CLEARED UP AND,HAULED'AWAY'BY EITHER CONTRACTOR ORO NER. AILURE fi C© PLY WITH THE MECH NICS' LIEN LAW C RESULT IN THE PROPERTY C�` NrEIR PA'W`ING TWICE F R BUILDING IMPR'�VEMENT ." ISS ED;ACCO#ADING,TO APP OVED .PLANS WHICH ARE PART O THIS PFRMIT AND SUBJECT;TO REVOCATIONITOR 10»ATI tN OF�APPI ICABLE POOVIBIONS QF LAW. ATLANTIC BEACH BULGING DE€PARTMENT,' i By: CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT E Owner A th Address 0�5 CA.;f � zip_ Phone Architect Address zip Phone_ Contractor? LZZIAddress ?0?' G411 rs ZiP 32a�� Phone ���y Contractor's License Nuinber_Rcgl�p 21 5( Expirati.cm Date c'�in,- O 8 Cb on File � � pY Lot # Block or Section # Subdivision Zoning Street Between and side Valuation $ qU Type of Construction Purpose of Bui ding iQ �,; L k er of Units I Fireplaces O Utility Service: Water Sewer If the City if providing water or sewer service, do we need to make taps? Dimensions. Building Lot Size Footings !S S Sz. Piers Sz. Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centars Greatest Span Method of Heating Solid-Filled GroLnd Roof Flood Zone If located with' 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 foot ngs. 2. When steel is in place and ready to pour col s/lintel. 3. When steel is in place and ready to pour beam 4. When framing, mechanical, plumbing, electrical, fireplace, is c to cover up. P completed and ready 5. Final inspection. NO INSPECTION WILL BE MADE IF BUILDING CARD IS POSTED ON JOB. SETBACKS In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, weherebY agree to perform said work in Q av, accordance � with the attached plans and specifications, m which are a part hereof, and in accordance with the building re '� rt regulations of Atlantic Beach. Signature Owner Signature Contractor ron ine FLOODPLAIN DEVELOPMZNT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevati n If located within a flood hazard zone (zone A) a survey must be made after the slab has been oured, c rtifying that the "lowest floor elevation" is equal to or a ove the base flood elevation esta is ed or 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 : 1 understanA that the issuance of this permit is contingent upon the above inf rmation 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 law or ordinances effecting the proposed developemnt . Date Applicant 's Sigmature ---------------------------------------- ------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative I CITY OF Al�- Fe4d - 574UW4 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 June 24, 1988 MEMORANDUM To: The Honorable Mayor and Cit Commission From: The Community Development B and Subject : Board Actions of June 21, 1S88 with Recommendations Your Community Development Board tock the following actions at their regular meeting on June 21, 19BE : ^ The Board recommends approval of an application for variance to allow installation of a septic tank on Lot 6, Block 211, Section H, on Gladiola Street. The recommendation is subject to the applicant tying into the public system when it becomes available. • The Board recommends approval of three home occupations: 1 ) A realestate brokerage office by Herbert Moiler; 1911 Beach Avenue; to be issued to Vr. Moller personally. 2) A motion picture production office with some editing on premise and with no outside storage, by William Blake; 230 Begonia Street. 3) A lawn service office with no outside storage of equipment by Matthew Smith; 705 Sailfish Drive; to be issued to Mr. Smith personally. ^ The Board recommends approval of an application by Bevue LTD for Sevilla Gardens, a Planned Unit Development. The Board's recommendation is subject to all conditions set forth in the PUD ordinance. ^ The Board granted a rear and side yard variance to I. B. Whitaker which allows expansion of his existing metal building at 151 Levy Road. f Plenee Type or Print in Ink Application Fee 875. 00 APPLICATION FOR "UM 6Y EXCEPTION" D n t o F i 1 o d s_ _a g----------- Name and Addrean of Owrtar or Tanant in Ponnannion of Premineos - �-"- -v_ �T7 ---------- Phone ---------------------------- ----- Works--A XSI-- �l4-........... ---------------------------------- Home s_..A 4 -1 V74 ------------- Street address and legal description of the premises as to which the "Use by Exception" is requested: __r4 S LLF1SX ,�L2JUv_�_ &TLA _ G_&,ir�{ /L FL_ a3z 3 3------------- C.nT II �LoGK .1P f_ �6.,QL✓_�� /Onl �E�le.> _L)NL2-�--------------- ------------------------------------ ------------------------------------ A description of the "Use by Excepti n" desired, which shall specifically and particularly describe the type, character and extent of the proposed "Use by Exception" s _L !✓__�1gt�T ?� 5 _B�sLN�- s-- ----------------------------------- ------------------------------------ ------------------------------------ Specific reasons why the applicant feels the request should be granteds _------- --------------- ----------------------------------- Zoning Classifications R S -/