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Permit 2240 W Oceanwalk (vault) /C"` l Z \, CITY OF ATLANTIC BEACH 1.- ,, -- �.2! - 800 SEMINOLE ROAD ' 1 ATLANTIC BEACH, FL 32233 � � INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031013 Date 8/18/05 Property Address 2240 W OCEANWALK DR Tenant nbr, name 2 FIXTURES Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor LONG, KEVIN & LYNN DARLEYS PLUMBING INC. 4472 PHILLIPS HIGHWAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 727 -1484 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 49.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 49.00 49.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 49.00 49.00 .00 .00 w 1 PE IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BU D G CODES. 7 BUILDING OFFICIAL City of Atlantic Beach Bu 904 -247 - p. x 9 ; Or - CITY OF ATLANTIC BEACH � PLUMBING PERMIT APPLICATION Date: — / d 5 Property Address: c, alio nceayN. tA)a k E H ve. \ e („--(- 3aa3`3 Owner: / V L -e_ j r! ,, Telephone #: ? 7 0 Z I / 4. 1) Contractor: 1) a r `{- 3 �� t...' k . ' S7 Telephone #: `7 2 7 " / 1 ( 5/L Contractor Address: L1 Li 8 7 ?_ F21 / /,-,,, y Fax #: 7 Z 2 -/ t( £'f 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 CC -t Number of Fixtures: r 2 p/ G i v Bath Tubs 1 Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 2_ X $7.00 + 535.00 = 14 1 , 0 U 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http :/lwww.ci.atlantic- beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH ° i lrb *. 0 4" . ' , I. 800 SEMINOLE ROAD -C ; ATLANTIC BEACH, FLORIDA 32233 V t INSPECTION PHONE LINE 247 -5826 J Application Number 04- 00028653 Date 7/27/04 Property Address 2240 W OCEANWALK DR Tenant nbr, name REPLACEMENT WINDOWS Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 13527 Owner Contractor LONG, KEVIN & LYNN KINCO LTD. 2240 W OCEANWALD DR 5245 OLD KINGS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 270 -2116 (904) 355 -1503 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 100.00 Plan Check Fee . . 50.00 Issue Date . . . Valuation . . . . 13527 Fee summary Charged Paid Credited Due Permit Fee Total 100.00 100.00 .00 .00 Plan Check Total 50.00 50.00 .00 .00 Grand Total 150.00 150.00 .00 .00 e PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. III r ` "� OF C IA rt �'''ff CITY OF ATLANTIC BEACH :I' ) \i , Q A , ; ; WINDOWS, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS , o,il} C i Date: 3c.,(,1t-e-- Ag, 00 r Job Address: ,2,,W0 o 00 eaw £-1 k br & —Q- &2e ( i Owner: 'Keyii+k .6- Lyn bl. keOn Address: O Cea't It k , 'tU-c_ ''%'> —es Phone: 96 70 - , //a Legal Description: Block Number: ,Wo 4C-• cit.: Lot Number: .Sb Zoning District: Contractor: - ytco 4__4 ` State License Number: cArAI �rf. s'g Address: ,..5423"" 4 C. iyr" O 4L fI ' Phone: �-x,53" , -/.5"03 City: df�tabC�'agk � State: FI V Zip: c322S Fax: 7 -r ?SO - oo (i Describe proposed use and work to be done: 1 ..erl i rlc.ek o g &f tdhc J sr for S'+2 , Present use of land or building(s): Pr ;ma r / Cs-Re; / Valuation of proposed construction: /3 (.5;27 022 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: Mean, Roof Height fS (ft) Building Width ('.,2 (ft) Building Length . ?,3 (ft) r� it Roof Slope Eat/ Window Height L59' () Window Width t,.. ,S (1) rr Window Elevation from Grade L2, CfP .r Measurement from corner of building to window 553 OP Number of windows being installed " IIIII 84. 401/1 - Mean Roof Height 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/27/03 5 MIN. RETURN Book 11924 Page 2145 PHONE #. 3s5 - LSD; NOTICE OF COMMENCEMENT Tax Folio No. State of �-(OrgdGL County of �ltt1tLA To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ..1-r- (..5 QGat^- ` - q 'st T l 3 Address of property being improved: ,243eo Ct.gait (K r r u-c_ s General description of improvements: ?.pIace//it�fh)h'idWS' ( -'e- / r',S i,.-r__ Owner:.. •.14 , , j __.0 . Address: 0C 1,0 `>kJt Pty_ Owner's interest in site of the improvement: r3'c,ttc 40 Fee Simple Titleholder (if other than owner):.K51in. f- Ly'n,t& 4,1.);„ Name: Contractor: 44.ce) 4.46 /� %""� Address: ,..5";2_95" C��N Kit, r t �" Telephone No.: oiP� 3,575 3 Fax No: ?ace ^ Ado - 06 Cf Surety (if any) /tA4Y -e... Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Nri -e Address: Phone No: Fax No: 5 198 Name of person within the State of Florida, other than himself, designated by owner upon w ; 44 er documents may be served: Name: NOtllp - Filed & Recorded 07/12/2004 O :52:39 PM JIM FULLER Address: CLERK GINCUII COURT Telephone No: Fax No: DUVAL COUNTY KLCURDINO $ 5 00 In addition to himself, owner designates the following person to receive a copy of the LinfiefsEtatice as Wrovidi Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) REC ADDITIONAL $ 4.00 Name: it/tWc— Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: — Date: tw /2 $4. Before me this _ day of i C7 in the County of Duval, State Of Florida, has personally appeared K p V t n c v. L O 1' 1 Cr Notary Public at Large, State of Florida, County of Duval. ` pN f N Max S. Long, ]r. er. MYCOMMISSION #` DD147532 EXPIRES My commission expire Personally Known: ffi : October 0. 2105 y .n, . I 'A* 4.0 Y1 or '`' r SONDE() THIN TROY FAIN INSURANCE, INC P duced Identification: Cc: � ,,, CITY OF AT BEACH 1 . BUILDING / ZONING DEPARTMENT L. Higgins) J • '. 800 Seminole Road �I� - t' r Atlantic Beach, Florida 32233 I f (904) 247-5800 / V (904) 247-5845 Fax 03319 PLAN REVIEW COMMENTS Permit Application # Oki - Z 6 3 Property Address: c)202 (D (,) CSC ca n (-Oa i k D r Applicant: Ki rt C o L H Project: - ) _ A -, rZ Le 9 This p rmit application has been: Approved `A ev' • . • d • s • , e follo em tLat tention: . ....___ .... i., ,. , t.,...e.A,...„-ies., .... ,, "v. .....„,,,,e,, _6 , ,A -PO rr- 2 1 -tfl P 4,0 O ( 4 ( . + ©as 5 Di.) 5tz i-i• a) o St4 -c + �i-c� .•. , -- aeC- (14 E tit �,,, 4 (c 3) S \ c� ' i,t 7e257 F i t • \ c r 5 7— W C 6-0Dc4 S I Co ti c-'07-40.4, -n ,1 tic - 2wL S FZ i+' �'�PA55a9 -2 t ..- Please re- submit your application when these items have been completed. Reviewed By: I g Fate: /Lf B LAA" 9121 l 0 1 CITY OF ATLANTIC BEACH r" ; WINDOWS, SKYLIGH, QLE DOORS, HURRICANE SHUTTERS ;**4 �� e < rzs Date: `\7`(,UL 0 00 y G eec , t £,')&t &2Q1' Job Address: �2,��G'O // , Owner: 141,414, -- / rdt Lt, 1-e415 Address: '— , 0 C -eavt. k ?u-t_ � e s Phone: 90 _ 47 Legal Description: Block Number: No cif:. Lot Number: S0 Zoning District: Contractor: ' K A U ) State License Number: (/ C•,®� �r9 5 Address: s.v., S" C jd jr Phone: ?67.54-0,53 City: ()6 ¢61—Cn`+t. State:Fla, Zip: (3225"4 Fax: ;co --(Doe Describe proposed use and work to be done: l {/1q &ib d Jr ,s( S -/r _ tru . . aa�f iF Present use of land or building(s): P r'Mary C- Pef / Valuation of proposed construction: / ,,27. 0t.2 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Required Building Data: Mean Roof Height 145 (ft) Building Width ; (ft) Building Length ?3 (ft) Roof Slope 6.-/A Window Height <$ (g) Window Width SS ( ) ii Window Elevation from Grade c _3,2, O .J• Measurement from corner of building to window (5 ( ) Number of windows being installed 429 ✓- et Azitte-s` 1 41 Mean Roof Height 71° Y 7 Wutte. 6 Al 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/27/03 00 + 0 , 0+ 0 ±'00:0000" 00 .0000 +W0 m n n 0 uuuuuuv.0 z NNNNNNNN W00 O100000i 0) OOOOOOOOTOi O � P0 � 0 � 0 �01NN NNNNNN f x x x x x x x x x x x x w x x x N Z 0 X X X X X X X N N N X X X X X X X X X X X X X X X X X X X X X X X X X X X x x x R C Oai1NON.O+ 03 0n �' 01 � NO N OU al J. NON. O1 CO co I NO 0, Co . 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I'III Ei 1 73 O o I F A Zr o __014.__ , k — i »A 74 4 n » 2 3 & X m : 1c L ` x mg < g 0. .I II �E c t" x p Z P --� X' S A N Q » O t \ H � 4 RF = N ® 0f1 .� C p r;', R =O ZAilK LiZ { p= 974, Q2 y D NA ... A ^ AmD f A KS Ox N = I'1D D - D CO <N= gy C � m v2 T.I. 4 x y N O a A A''''' f,,, z s � l N '� I i . 2 5. D H mK m V ! gg vg A NS 2 D n 1 , fir m m O pr N A A x 1 � D M-1 A, N r ^ <p NO Np A `- Z� b b i , l 0. A , N b m 1. g a ql 2 y �� B �' +1 _ Z N 03 ; • O X X X v N • z v c m N m 11 o n j• x C m +r 1 5 O o v N ,� x: Vi rl •f• , 11 ".!.�1~'M m vi 5 t l� ma lik4 - yg _ i 14', Y• m� i. � y9 C 1 /a R # , ! Z `S m . C 1 rrr —n yyppN��2Sg > -Im -11 f� b p A m 9 0 ks i 1‘‘ ri ii 1 r Z by A �s: z � ri t u , u � A (1 Dm. A m m Q m m2 m 2 . C. ' ull 0� D w = T �8 D r< 1n n 2 - s i n % gq q 1 f' 5 'V 1 11�� r. i r. ^ y ; $ ti .2 GA < -1 Dw Ac'q'i f � NA A i D p X N FD m a; € l o : N i N At M N ii D �,,— 1 s g m i iz m orb C t ryry " in 3 p � 54.{p�1 I = o C .. D -'1 an � A m. m . 2 p �D CI KZ N g O s a g - to N. p < 3 p D N m£ z ji . : ...,,, . . . . .• I ' C K :...., ',' ,-,,,, ' •,, , k MANUFACTURES OP ALUMINUM WINDOWS AND ODORS To: Branch Managers From: Jerry Decker . Date: 5/24/04 Subject: Florida Product Approval Numbers 4, App #FL125 App/Se App/Seq # i Product Model # or Name i Model Description j 125.1 _ ark 40/50 PW / CT 9Alumm um Fi xe _ ,. 125 2 PW /CT _ ,Aluminum Pzxed Thermal Break ._._ ._ ;.._._._._..:___..._ W PW / CT ,Aluminum Fixed _. 125.3 App # FL 123 123.1 7M 40/50 _ lummum Single Hung I 123;2 cl4ark /5(} H . ummum Single Uw g . _._...._ ._. .., .. _ 123.3 IMPSH luminum Single Hung Large Missile Impact � 123.4 TB Aluminum Single Hung - Thermal Break - Tilt 123.5 ITW [Aluminum Single Hung .... Tilt ...._ ................... .........:...._............... ................_....._.................._.................._...._......._.................__._._._.._.._..._... ........_.........._......_. App # FL957 957.2 !Aluminum Mullions drawing number: M96 08C 957.3 �l�nxuium l Iul 04§ x . r. dra mg number 1 02 t13A , 957.1 Aluminum Mullions (drawing number: M03 04A App # FL126 1 1126.1 Mark 2 -HP Aluminum Sliding Glass Door 1:126.2 !Mark 2 -XHP Aluminum Sliding Glass Door '126 .3 ark2 /3/4/ S GF M , ; lumhn 1idm Gl Door_.: _ .g. _.._ ,..._.__.... _..._ 126.4 Mark 2/3/4/5 Td D Aluminum Sliding Glass Door -, 126.5 Mark 2/3/4/5 XHP SGD (Aluminum Sliding Glass Door 126.6 Mark 4 -HP [Aluminum Sliding Glass Door i App # FL980 980.1 IMasonite - Johnson Doors [Fiberglass Door Units 980 2 asoime Johnson Doors ' ood Edge Steel Door 980.3 lvlasonite - Johnson Doors �Nletal -Edge Steel Door Unrts 5245 Old Kings Road North • Jacksonville, FL 32254 • Phone (904) 355 -1476 • Fax (904) 353 0689 - O.; ,...,'‘ O fD OD vi W \ o r) Q O Z 1- 3t (U ¢ 4 ¢ CU ❑ Z o1S ^^ \ SC Cl _ .. Y 0 ¢ I w (U ( t.:, r Y J N g v o c ' Z ¢o,. a z ❑ ❑ =d Q z J Z N U r ❑ 3 J Z Z t-. 1 - l (Y I t = S q W I I d III \ . I P:) J E o D ' W -� a a 1 4 M J N . , la t 4 __J z O W> -) ¢ -- S i 1 U ° N L ( 1 D Q Q oFe _ < 5 0 n I- W C H ;.. ¢ (n 4 W --I =I 1 1 4 D � - 1- ~ I I N Z 1 1 b 0 Z" I I i V < V = 1 J W ■ D a ti a O 0 W a 4 N vi J U U 3 Z u d ¢ Z ¢ Zq 1 N y cip W OZ in -J =d d cu � z w � °- a Z I-- ?¢� ¢ m w Q .c/' w u e �� L�� o o `�' � J '^ u ° ZN `�' 1- G ).- 0 CO V1 v - W_ Q ZN N =Z ° > 1.- 2 v) ❑ N >1- N / XG� J 1- U O ON 00,_.= d'Wf❑ QWQ e -, I / ,..1... ? U U U� a Q o ° W n. I = ¢U► - VZ a.J U ZGN Z x ,- us z v) W Cz elk 0 .__..... �° ¢ o �m2 ¢ - r Pq i � .(E 1--I A ('A Z u Z j l- Z F- O L_ Iv O p cR,f_a�i�l 1 y - Q o r�A � N¢a� U Q 1....1 oZ 2Z�ZL��f� L-J W lL ¢ N OW °vi °)- 2 (/) Z 0 ® / ~O / 0 W UgEaC4 AL`.f„ I f — ZQ >- �tJ°QOQ l Q v X N W Z`.. \ O 0 ^ Z� iJ N ° ZZ - Z h- 1=1 ¢r J OO Z�v -ldc ›Z"AMCLZ JOU LI WDZw � ,,Z q z - 3 U U 3 Z.- .Q N N L�QC7 LW V ce 0 L.. •.- Quality Accuracy Assurance kJ Fenestrat T Laboratory, Inc. 1677 West 31st Place Hialeah, FL 33012 Phone: 305/819 -7877 Fax 305/819 AppRO _ Lab. Number 2175 CITY Or ATLA 6cACh October 9, 1998 BUILDING OFFI Report N •• 6 t? File I . r -1 �. 3UL 2 , 0 N4 page. o . Reissued: 11 -6 -98 L -3167 By: OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: F -C75 - 73 x 61 ADDRESS: P.O. Box 6398 SPECIFICATIONS: AAMA/NWWDA Jacksonville, Florida 32236 101/I.S.2. -97 DESCRIPTION OF UNIT Model De . I rod: Series: TB -1 -PW; Aluminum Fixed Window Overall " (73") by 5' 1" (61") high by 2.812" deep. Co�gur I n: O MATERIAL CHARACTERISTICS A , \ A Frame Construction: Test unit has a flange type frame, butt joints and a white coated finish. • ..• _ • ` ` •'' is 6063 -T5. Frame comers were fastened with two No. 8 by 5/8" pan head sheet metal screws. Size o :.. • M i • ers are as follows: frame head, frame jambs and frame sill 1.750" by 2.812" by 0.500 ". Frame members ark h• extrusions with a typical wall thickness of 0.062 ". Frame extrusions have thermal break sections. Glazing: Material 3/4" overall insulated using two lights of 3/16" annealed glass with a 3/8" space between the two lights of glass. Method: Unit is interior glazed with W glazing penetration using a double sided glazing tape and an aluminum extruded glazing bead with foam between the bead and glass. Thermal break glazing bead fastened to frame with a single row of No. 8 by 1" pan head self drilling screws, location of fasteners are as follows: frame head and frame sill from the left, 4 1/4 ", 25 ", 45 ", 66 "; frame jambs from the bottom, 4 1/2 ", 30 ", 54 ". Daylight Opening: Clear opening, 69 1/2" by 57 1/2" high. Weatherstripping: None Hardware: None Weepholes: None Reinforcement: None Sealants: Frame corners were sealed with a clear colored sealant. Installation screws were sealed with a white colored sealant. . Pads: None I Screen: Not applicable a, Unit Installation: Test unit installed in a 2 X 12 wood test buck using a 1 X 4 pressure treated buck strip. Frame ' . : i - • I U with a single row of No. 10 by 1 1/4" pan head sheet metal screws in frame head, frame sill and frame jambs. Lo \ • • • o• 9 installation screw spacing are as follows: frame sill and frame head from the left, 5 ", 26 ", 47 ", 68 1/4"; ft.: • • 'am . i . • the bottom, 5 ", 30 1/2", 56". 1 \ \ky Product markings: None 1 THIS REPORT IS FOR THE SIMILAR OR IDENTICAL ROD CTS PUBLIC TIIOI�. ME TSE TO ADDRESSED CONCLUSIONS OR EXTRACTS ROM OR PI L RDING CATION REPORTS OR OF ANY OF OUR SEALS OR INSIGNIA R WITHOUT OUR EXPRESS PERMISSION IS PROHIBITED Lab. Number 2175 October 9, 1998 Report Number 69 File Number 98 -102 Page 2 of 2 Reissued: 11 -6 -98 L -3167 OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.2 Air Infiltration Test: (ASTM E283 -96) Passed at 1.57 psf 0.03 cf n/sq.ft. (0.17 cmh) 0.3 (1.67) maximum Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. 2.1.3 Water Resistance Test: (ASTM E547- 96/E331 -96) Passed no leakage at 20.00 (958 pa) 4.50 (220) minimum 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed Exterior Load 112.5 psf (5387 pa) 45.0 (2160) minimum Interior Load 112.5 psf (5387 pa) 45.0 (2160) minimum 2.1.8 Forced Entry Resistance Test: (ASTM F588 -97) Manipulation Test No Entry Passed ( SECTION 4, OPTIONAL PERFORMANCE CLASS: 4.3. Water Resistance Test: (ASTM E547- 96/E331 -96) Passed no leakage at 20.00 psf (958 pa) 5.25 (252) minimum 4.4.2. Uniform Structural Load Test: (ASTM E330 -96) Passed Positive Load 112.5 psf (5387 pa) 52.5 (2520) minimum Negative Load 112.5 psf (5387 pa) 52.5 (2520) minimum • Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners. Test Began - October 5, 1998 • Test Completed - October 7, 1998 Remarks: 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 the performance requirements (paragraphs as listed) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. A copy of this report has been forwarded to the Validator. Witnessed by: FENESTRATION TESTING LABORATORY, INC. Mr. Jay Wyrick • Mr. Gilbert Diamond, P. E. �� Manny Sanchez T Laboratory Technicians: President Roque Zavala 44rco, Ltd. 2 - ALI �► Quality Accuracy Assurance Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah, FL 330I2 Phone: 305/819 -7877 Fax 305/819 -7998 Lab. Number 2193 November 10, 1998 Report Number 75 File Number 98 -102 Page 1 of 2 L -3181 OFFICIAL TEST REPORT MANUFACTURER: Kinco Limited DESIGNATION: F -LC55 - 112 x 56 ADDRESS: P.O. Box 6398 SPECIFICATIONS: A Jacksonville, Florida 32236 101/I.S.2. -97 DESCRIPTION OF UNIT Model Designation: Series: TB -1 -CT; Aluminum Circle Top Fixed Window Overall Size: 9' 4" (112 ") by 4' 7 'A" (55 'h ") high by 2.812" deep. Configuration: 0 MATERIAL CHARACTERISTICS Frame Construction: Test unit has a flange type frame, butt joints and a white coated f nich Frame corners were fastened with two No. 8 by 1" pan head sheet metal screws. Size of frame members are as follows: circle top, 1.750" by 2.812" by 0.500 "; frame sill 1.311" by 2.984" by 0.938 ". Frame members are solid extrusions with a typical wall thickness of 0.062 ". Frame members contained a 0.424" wide poured in place urethane thermal break. 1_ Glazing: Material• 3/4" overall insulated using two lights of 3/16" annealed glass with a 3/8" space between the two lights of glass. Method: Unit is interior glazed with W glazing penetration using a double sided glazing tape and an aluminum extruded glazing bead with foam between the bead and glass. Glazing bead fastened to frame with a single row of No. 8 by 1" pan head self drilling screws, location of fasteners are as follows: circle top from the left end, 1 3/4", 19 W, 38 3/8 ", 59 3/8 ", 81", 108", 127 3/4 "; frame sill from the left, 5 1/4", 24 7/8 ", 44 W, 64 ", 84 3/4 ",104 ". Glazing beads contained a 0.400" wide poured in place urethane thermal break. Daylight Opening: Clear opening, 108 1/4" by 51 3/4" high, approximately 33.6 square feet. Weatherstripping: None Hardware: None Weepholes: None Reinforcement: None Sealants: Frame comers were sealed with a clear colored sealant. Installation screws were sealed with a white colored sealant. Pads: None Screen: Not applicable Unit Installation: Test unit installed in a 2 X 12 wood test buck. Frame installed with a single row of No. 8 by 1 %2" pan head sheet metal screws at perimeter of frame. Location of installation screw spacing are as follows: circle top from the left, 1 3/4", 22 1/4", 421/4 ", 63 1/4 ", 86 %2 ",111 ",1321/4 ",151 1/4 ",171 1/4 "; frame sill from the left, 7 ", 26'/2", 461/4 ", 66 ", 85 W, 105 ". • Product markings: None OFFICIAL TEST RESULTS _ _ Paragraph Number Title of Test Measured . Allowed \ 9 2.1.2 Air Infiltration Test (ASTM E283 -96) Passed \ at 1.57 psf 0.06 cfm/s .ft. (0.33 cmh 0.3 (1.67) Note: The tested specimen meets or exceeds the performance levels specified in specification reference for air infiltration. THIS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM IT IS ADDRESSED ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICATIVE OF THE DUALITIES OF APPARENTLY SIMILAR OR IDENTICAL PRODUCTS PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS, OR OF ANY OF OUR SEALS OR INSIGNIA WITHOUT OUR EXPRESS PERMISSION. IS PROHIBITED - Lab. Number 2193 November 10, 1998 Report Number 75 File Number 98 -102 Page2of2 L -3181 OFFICIAL TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.1.3 Water Resistance Test: (ASTM E547- 96/E331 -96) Passed no leakage at 20.00 (958 pa) 3.75 (180) minimum 2.1.4.2 Uniform Structural Load Test: (ASTM E330 -96) Passed Positive Load 82.5 psf (3950 pa) 37.5 (1796) minimum Negative Load 82.5 psf (3950 pa) 37.5 (1796) minimum 2.1.8 Forced Entry Resistance Test: (ASTM F588 -97) Manipulation Test No Entry Passed SECTION 4, OPTIONAL PERFORMANCE CLASS: 4.3. Water Resistance Test: (ASTM E547- 96/E331 -96) Passed no leakage at 20.00 psf (958 pa) 4.50 (215) minimum 4.4.2. Uniform Structural Load Test: (ASTM E330 -96) Passed Positive Load 82.5 psf (3950 pa) 45.0 (2155) minimum (( \ ` Negative Load 82.5 psf (3950 pa) 45.0 (2155) minimum Note: At conclusion of above tests, there was no apparent damage to unit, glass or fasteners. Test Began - November 3, 1998 Test Completed - November 3,1998 Remarks: 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 the performance requirements (paragraphs as listed) of the above referenced specifications. As per manufacturer, unit complies with section 3, material and component requirements. Detailed assembly drawings showing wall thickness of all members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. A copy of this report has been forwarded to the Validator. Witnessed by: FENESTRATION TESTING LABORATORY, INC. Mr. Jay Wyrick Mr. Dan Duet Mr. Gilbert Diamond, P. E. —2614‘4444. Manny Sanchez Laboratory Technicians: President R oque Zavala %4 Kinco, Ltd. \ ` 2 - ALI pry � \43, � D ING LABORATORIES Rev-;-,I NATIONAL CERTIFIED TEST GEMINI BOULEVARD • ORLANDO, FLORIDA 32837 (.41 146 PHONE (407) 240.1356 • FAX (407) 240 -8882 STRUCTURAL PERFORMANCE TEST REPORT Report No: -210-2716-2 Test t: ` 10 /02/01 APPROVED 0 D r ' p' 10/19/01 GllY OF ATLANTIC BEACH BUILDING OFFICE Client: Kineo, Ltd. JUL P 0 2004 5245 King -Rd. f Jacksonville, FL 32205 V, I _ By; Ali oeIMINIMMOONIMPIMORNOIMOON10■10000■10i Test Specimen: 'Kinco, Ltd.'s Series "TB -4/1" Single Hung Aluminum Prime Window (H- LC50). Test Specification: AAIkIA /NWWDA 101/ LS.2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors." . TEST SPECIMEN DESCRIPTION Gener ' .. test specimen was a one- over -one tilt single hung aluminum prime window measi 4j, 5. i " wide by 97" high overall. The active sash measured 49 -5/8" wide by 49" high. The fixe. { %- as glazed to the frame members, providing a viewing area of 47-11/ 16" wide by 45" high. . rn :. nd sash members were thermally broken. The active sash was removable via a single coiled .;' g balance with locking tilt shoe located in each interior jamb track. One rigid vinyl lock was 4 ,, cated at 3" from each end of the active interior bottom rail. One (1) plastic tilt latch with thumb actuator was located at each end of the interior meeting rail. One (1) die cast pivot bar was fastened with one (1) screw at each end of the bottom rail. The frame and active sash was of single screw butt-type corner construction. The fixed meeting rail was fastened to the jambs at mid -span ith one (1) screw. Glazing: The active sash was exterior glazed and the fixed lite was interior AA. 20" thick * c at, clear annealed glass using a silicone bedding and rigid vinyl glazing beadk Weatherseals: One (1) strip of center fin polypile weatherstrip (0.290" high) was located at the interio face of the top rail and both stiles. One (1) strip of centerfin polypile weatherstrip (0.290" high) was located at both stiles. One (1) strip of vinyl weatherstrip was located at the bottom rail. Weeps: One (1) weep notch measuring 1 -1 /2 "x 3/8" was located at 4 "and 22-1/ 4" ffrom each end of the sill face. One (1) weep notch measuring 1-1/ 2" x 3/8" was located at each end and a .t mid - span of the interior screen retainer sill leg. (..1.. PROFESSIONALS IN THE SCIENCE OF TESTING Kiatco, Ltd, -2- NCTL -210 - 2716.2 Interior & Exterior Surface Finish: White painted aluminum. Sealant: The frame and active sash corners were sealed with a silicone sealant.. TEST RESULTS Par. No. Title of Test & Method Measured Allowed 2.2.1.6.1 Operating Force Active Sash Up 28 lbf 35 lbf Down 9 lbf 35 lbf 2.2.1.6.2 Deglazing - ASTM E987 Active Sash Meeting Rail (70 lbf) 3.2 % (0.016') <100% Bottom Rail (70 lbf) 4.2 % (0.021') <100% Left Hand Stile (50 lbf) 3.2 % (0.016") <100% Right Hantl Stile (50 lbf) 2.8 % (0.014') <100% 2.1.2 Air Infiltration - ASTM E283 1.57psf (25 mph) 0.13 cfm /ft' 0.3 cfm /ft (0. elm/fit) 2.1.3 Water Resistance - ASTME547 & ASTM E331 5.0 gph /f t WTP= 7.5 psf No Leakage No Leakage rr 2.1.4.2 ** • Uniform Load Structural - ASTME330 75.0 psf Exterior 0.090" 0.196" 75.0 psf Interior 0.075" 0.196" 2.1.8 Forced Entry Resistance - ASTM F588 Grade 10 (See Appendix A for test results) Meets As Stated *" No glass breakage or permanent damage causing the unit to be inoperable TEST COMPLETED 10/02/01 The tested specimen meets (or exceeds) the performance levels specified in Table 2.1 of AAMA/ NWWDA 101/ I.S.2 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 - LC50 product designation. Kinco, Ltd. -3- NCTL -210- 2716 -2 Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for a period of four (4) years. The results obtained apply only to the specimen tested. No coralusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may he drawn from• this test. This report does not constitute certification of the product which may only be granted by a certification program validator. • NATIONAL CERTIFIED TESTING LABORATORIES DAN CONYERS Laboratory Manager • 03/05/02 TUE 10:06 [TX /RX NO 7174] 0 009 • Kinco, Ltd. -4- NCTL- 210. 2716.2 • APPENDIX A Forced Entry Resistance Test Results Test Method: ASTM F588 - 97, "Standard Test Method for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact ". TEST RESULTS Paragraph No. Loads Duration Mea$ured Allowed 10.1 -Lock Manipulation 5 Minutes No Entry No Entry 10.2.,1.1 -Test Al L1 =200 lbf 1 Minute No Entry No Entry 10.2.1.2 -Test A2 L1 =200 lbf 1 Minute No Entry No Entry L2=100 lbf interior 10.2.1.3 -Test A3 L1 =200 lbf 1 Minute No Entry No Entry L2 =100 lbf exterior 10.2.1.4 -Test A4 L1 =200 lbf 1 Minute No Entry No Entry L2 =100 lbf interior 10.2.1.5 -Test A5 L1 =200 lbf 1 Minute No Entry No Entry L2=100 lbf exterior 10.2,17 -Test A7 L1 =200 lbf 1 Minute No Entry No Entry 12=100 lbf interior L3= 35 lbf interior 10.2.1.8 Lock Manipulation 5 Minutes No Entry No Entry 10.2.4.2 Fixed Lite 5 Minutes No Entry No Entry Glazing/ Panel Manipulation | ' - - �� ' -- ---- - - -- -----� | / -- ' . �� 4» . - `u __ ___ � -*�� WN� �^ ° ' � ~~. CS ' ' � c | \ 1 1 .L I laW__: ‘1 71 1 11114 ama ;ow, _Img cl a i .........,4 ,. . .„,„ .. Amu .i,...,.4 _.\ .. .. li.,E ......11 - ' \ ....0 Am sinime q., l ..... _ rmin, MIMI fi lli 11.11.111111111 ft ' ■ . _Minn alliat , it mom Rip 9 . ,a___. ili , _ -.... 4t) 7.1ViNgat 'Ail * Irk - — sw",.. "jisAmi -/-- i' ,, ... ,, 0 ... 7.domi smiummomi, ". ~ 1.----Tiociump, ha y; ...,,a, ,~, SUE111141 7 ^ i,k- 1 Sinarirdift MM. i ElligirANIE .i. ,.... -L 111 IIMAd1111111 F) ' o All.1111 | ` '` � | | - _-__ � - _ , ___-�� , ' � � —' 1 � / � c �� / = It . |�` /^ t• -..... _ . __ ___2t- ____ __ . b , : ..- , : . t __ ... .' 4.-1 1 ; ; 1 I, t _ • ! ; - 4 ; ; f 1 ( i ! * ' [ i i f 4 i . f 1 ' I 1 N. — , '.-'&) / / ____ 111111i 111 -§ I , 1 C/6 -- 4. immi i ..___ ,1 ! __ ' r:b 1 1 11 i ; 1' C,.. / I / () .....Z\ r . 1 I ---A---CY- „......_ : [ _ V ! _ r : i : , ..., .. ...._ _ .• .- _ . 1 -..... : ! i f , . 1 - .... -,-.. - 1.- f i f : , 1 ,.......... _______......._____ ... .._‘• _ : r C I - . --- ----- --- ---- r ! r 4 1 --- ----- - I 1 „ ... _ et ... ; 1 I . .. — — _ l : 1 . , I ; ; / ; ! / i 1 - . . / . .. , .' � nm� ,s,. sl L Illk ati llj: • min0 j: • MM.* 0 , (-*:\SI mili 4 14- _._- - -_-. 4- 1 ' .._....__„._ -1- ' „ ,; 7 ,,, ,, _ , , 13 1 > M RI, 1, (7% _, ...._ 1 1 -.'''‘\ ' ----- -------- - - -[--------�------ --��------'----�-- --� ---------- ` � � --__ N. / : . . 4"1 -� u°` __ - �. ___ » --____--___ ./ � ____-____� . `. V �� | ! �_ _-_ __ | � LJ ' - 11 E ,k 1 Ismang %-4 -1.--E 11111 in- spo II 7 ° +i--1 111 01E01 gi A1 1 , , ...., .... ,, I I \---,,----- �' j , °` ....,,,/) Y CITY OF ATLANTIC BEACH ;-. 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 °` �{' INSPECTION PHONE LINE 247 -5826 Application Number 05- 00030702 Date 7/07/05 Property Address 2240 W OCEANWALK DR Tenant nbr, name REROOF Application description . . ROOF Property Zoning TO BE UPDATED Application valuation . . . 7500 Owner Contractor LONG, KEVIN & LYNN PAULSEN ROOFING COMPANY 27 DEERWOOD STREET ATLANTIC BEACH FL 32233 PALM COAST FL 32137 Permit ROOF PERMIT Additional desc . Permit Fee . . . 105.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 7500 Fee summary Charged Paid Credited Due Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A % e 1. i A BUILDING OFFICIAL f s‘ JUL 5 200t CITY OF ATLANTIC BEACH �� °° ' ROOFING PERMIT APPLICATION •v ! c Date: /' /� Job Address: 0 7/ 1 d D�. !-7/,�,' )'?) J�' Z () r Li Owner of Property: r //1 r 4i l / Address: da 0 � Gv�.t . ,�k ��, Te f© 71 a / Contractor: ' OcvA. -- O -` CAD . State License Number: CC...CDS Contractor's Address: D.-`7 \ \ (: ) , -.1-- AV.-- Coo. `` S I • "( Telephone: Ci()'- (..,5 - / 1 Fax: CPv Lt‘(" Scope of Work: rb S\r■z r'■ \a --% Deck Slope: 1 0 \ t'L ,Greater than :12 t\ 1, , Less than 2:12 Valuation of work: } j.j C9 -- Product Name (Example: Tikberli *- 7 - 1-i►. , \:\. v..0.._ 0 Y r //J Manufacturer (Example: GAF): 6 A ,- ASTM Designation(s): k S'I 1`A s . i ` Ve 3 c c ' s vAi\ckt- i C. o k ( sic < Required Inspections: Sheathing a al Signature of Owner: � / 1 LA ./ Date: 7/ /°/ AS TO OWNER: q Sworn to and subscribed before me this S day of b 1C , 20 . State of Florida, County of Duval � Notary's Signs - -�: (�" (J 1.A.zpo.,97),--- 1 0Y r DEBORAH HENSON :i is MY COMMISSION # DD 125672 _ [Personally known •._.� ..k EXPIRES: June 13, 2006 � ' } p Bonded ThN No Public Underwriters ❑ Produced identification : •.• --�' Type of identification produced R Signature of Contractor: gc. Date: 7- S- ° S AS TO CONTRACTOR: 1 Sworn to and subscribed before me this j t t day of - JD , 20 0,5 . State of Florida, County of Duval / , '"'' N otary's Signature. ?7t C' tiytr , YVONNE M. CALVERLEY , - ' . :,, a.l ,.� MY COMMISSION # DD 342192 EXPIRES: July 29, 2006 • ' rsonally u o r ;jrr" Bonded Thru Notary Public Underwrters M Produced ide r ification Type of i. , tification produced FL # //5 - L1 - 7 - /S - ""&5 --- / 75 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : //www.ci.atlantic- beach.fl.us Page 1 Revised 2/21/03 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 2 2 4 4 O t . c�� ✓�-�- �Z Date • 6 oS Heated Square Footage @ $ per sq ft = $ Garage / Shed @ $ per sq ft = $ Carport / Porch D (6$ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1 $ , ®eo (061)0 $ 35 Remaining Value $per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ c� ZONING: + Filing Fee $ FLOOD ZONE: () Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ to S WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ `1) T e , '?`"''' CITY OF ATLANTIC BEACH cc: D.Fo� 6' 1, BUILDING 1 11 NG / ZONING DEPARTMENT - , Alw ; -. 71 ' - '"i ' 1:.` 800 Seminole Road S. Doerr Atlantic Beach, Florida 32233 "4-40n (904) 247 -5800 (904) 247-5845 Fax www.coab.us PLAN REVIEW COMMENTS ,,, Permit Application # 05 5070Z_ t Property Address: 2 Z '-4D (A) . �.JC EA-43( f J /`. 4 4 . - DR • Applicant: "Pc1) (-- -c. Y-- UHF. t-D C- (p - Project: qe- ? f This permit application has been: EV Approved E Reviewed and the following items need attention: Please re- submit your application when these items have been completed. 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II 1� L\ a , � 1' 71'. I'' II d . E ' P _ ° . ., ` :: ` © S k Q�I1� D BYYLAW CR � !> � 4 3., , ') • *"9 s.�':u°£e .a, e , ,b - '$ :�.a�'2^,. ."S`� st .r. _ � �e ,..°n:� -xn -4-- . 4. :.at.. ,S. -s ,... u . .,3,. - r. a °'. .I.. �: �, ea .a .. ... ,a Faa'Lti'.^di h".at'S l'L ° a�''`z A:- -"l.. • • • • • • • 't : • STATE OF FLORIDA 4 .:., -. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 9 1 .: ''' 1 ''CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 .- 1940 NORTH MONROE STREET ° °b ".1- TALLAHASSEE FL 32399 -0783 PAULSEN ROOFING COMPANY 27 DEERWOOD STREET PALM COAST FL 32137 t Y :Sri-4-0F FCORIE►R � - i 1 PEP ARTMENTFUSNES D P ROFESSIONAL REGULATION Q831913 06/18/05 041.003516 '''''' ,QUALIFIED BUSINESS ,ORGANI'LADIOPT ?;AVULSEN ROOFING COMPANY II';, ,I I ' ms (' NOT- -A LTC ENS E,TO ,P ERFORM}`WORK. : COMPANY TO.DO BUS ESS I IT -HAS - A Tit C ENS E ,QUA3 EF`ZER_i- IS QUALXFIBD =under the p�ovi:ais pf ail # - Sxpiratiaa' AUft 31 = ZG 7. S.050618OQ7l$ DETACH HERE STATE OF RID' DEPARTMENT O BUSINESS- A l D FR'tOFESS ONAL REGULATION ' ',, ' ; l j �' ; ,4',1` ; I' `I, i l CONSTRUCTION°= INDUST L BOARD _ , ( #Ibd'SQC1.,),00'I'!�9 ` e = "`} s � .__°� : ,. _ _ _ --- ' - _'.' ' °�` - - II ll' ' i l i n DATE BATCH NUMBER LICENSE NBR ' ..� „ !' r ' 7 ; I I a n'i I l n , II i u ' I I II l , _ - _ ^2�, 4:',1 I I I I P I L, I'I I,,; ill I I ,i! ' = r ,.<,�.. Ih I 'I , I I II I• � I „I p �441 . -,4:-;',' li�l�� 01�#�'�1100387,6 483 -T9�3 ▪ ,� I I �I _ d r ▪ = a` ' ▪ u '.'...4 l III a 1,, I'' hI pu, The; U NESS d I �' a l � I I I I I I I l i 1; I I I ' ItTamed belo!1 ISI QUALI FIED • � I I I II, I ,,, hI I, IIII - tlmder t he provisions:. of - fChapter FS d 4. t Expiration ._ date AUG : 3 1 �I ' 2 0 9 7 1 g < ° _* { (-THIB Is- NOT A _ICEN' IT I PE1tFORil. WIRT . TILLS . ALLO COMPANY` -TO DO BtTSINE (ONLY ID IAS ,,A QTTALIEIER. _ _ ' li;, II I41 II I S nl ” i�� r = — • FAULSEN R OOF .=COMP ' ,,, II I .te _ u 7 DEERWOOD STREET : z - PALM COAST FL 32137 ' IIII � _ II ,t III I I li I I, I 4.3 _ *I�I , I ull ; IIII II',II .•.::•.:',.,,,,,'..,,,,,,':, 4111 I I iI,.; II _ = I,IIi Iln • dI ' lil V II II III�` IIIn I I ' _ _ - • I,l'(Ill i l� :;. I ' ', I■I'� I I °,II II = - - _ _ „ ;:', , ,,,, ,' 1 , ', I P: II� IIII I : 'llll II:I I� I I � _ _ _ j. I,ll' , III III „ _ _ lull I II Iilll II I I II II ” II IIII "' II - - ' II i' ��I' ��U, I !r III = _ = h I III p I I I ,lp '�ANN �RR - _ GOVEB'NOR S ECRETARY ■ DISPLAY AS REQU BY LAW -' 2004 - 2005 OCCUPATIONAL LICENSE TAX MIKE HOGAN OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE / COUNTY OF DUVAL, FLORIDA 231 EAST FORSYTH STREET ROOM 130, JACKSONVILLE, FL 32202 PHONE: (9041630 -2080 FAX: (9041830-1432 Note - A penalty is imposed for failure to keep this license exhibited conspicuously at your establishment or place of business. This license is furnished in pursuance of chapter 770 -772 City ordinance codes. PAULSEN ROOFING COMPANY 10 MICHAEL E HYNES 27 DEERWOOD ST PALM COAST, FL 32137 -2609 ACCOUNT NUMBER: 196939- 0000 -2 LOCATION ADDRESS: DESCRIPTION: CONTRACTOR, ALL TYPES County License Code: 770.307 -001 County Tax: $11.25 Municipal License Code: 772.309 Municipal Tax: $46.25 Total Tax Paid: $57.50 VALID FROM OCTOBER 1, 2004 TO SEPTEMBER 30, 2005 RCPT #: 001T003174 DATE: 9/10/2004 AMT: $57.50 ATTENTION ** *The Following Construction Contractors Require Additional Licensure * ** _ ALARM POOL ALUMINUM /VINYL RESIDENTIAL BUILDING ROOFING ELECTRICAL SHEET METAL SOLAR MECHANICAL PLUMBING IRRIGATION GENERAL CARPENTRY WATER TREATMENT UNDERGROUND UTILITY HEATING AIR CONDITIONING REFRIGERATION This is an occupational license tax only. It does not permit the licensee to violate any existing regulatory or zoning laws of the County or City. Nor does it exempt the licensee from any other license or permit required by law. This is not a certification of the licensee's qualification. Nei , TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION ERWIN INSURANCE Fax :904-354-0660 Jul 5 2005 10 14 P. C1 CERTIFICATE OF INSURANCE Date , 7 /5 /200 5 Producer This certificate is issued as a matter of information only and confers no rights 1Erwin Insurance Agency, Inc. upon the certificate holder, This certificate dots not amend, extend or alter the P, p, Box 40826 coverage afforded by the policies below. Jacksonvilic, FL 32203 COMPANIES APPORDING COVERAGE Phone: 904-354-3900 Company [AMERICAN INTERNATIONAL -- _.._... .._. - Letter NATIONAL CO A A ER Insured Company B r _ PAULSEN ROOFING COMPANY Letter - -- —•• __ Company - - - -_ __ -- . . ___ ._ _. __ .. - -- .27 DEERWOOD STREET Letter C PALM COAST, FL 32137 Company __.... _ .. . Lotto. - . Company E 1 -- , Letter L COVERAGES This is to certify that the policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement. term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies herein is subject to all the terms,exclusions and conditions of such policies. CO. General Liability Policy Number Effective Date Expiration Date Liability Limit in Thousands Ltr Each A J © Comprehensive Form GL930434 _• 5/23/20051 5/23/20061 Occurrence Aggregate D Premieee /Operations Bodily __ ❑ Underground Explosion /Collapse Hazard Injury %- -__ 1 L___ ..___.. .: (-� products/ Completed Operations E Contractual Damage � . ...., - — __ Independent Contractors �' . ._... • Pe _._... -, • Broad al Injury Damage BI 4. Combi rte SQo coo [500 000 rsonal Ine Personal Property j_ .. Automobile Liability Bodily Injury (Per Person) ❑ Any Auto All Owned Autos Priv, Pass, Bodily Injury :el All Owned Autos (Other than Priv. Pass) (Per Accident) Hired Autos Property —_ 7 i a —.... ❑ Non -Owned Autos Damage ❑ Garage Liability —` - -- 81 e. PD - -- ❑ I... _ Combined -- --- - Excess Liability ❑ Umbrella Form BI + PD .. —.� ' - - ❑ Other than Umbrella Form Combine - � 1— Werker's Compensation and Statutory Employers' Liability (Each Accident) (Disease•Policy Limit) ! .. -_._. . Other (Disease -Each Employee) L...., 1 b___....._._ ... .... .. _... Deaeription ofOperationa/LocationaNehicles /Special Items I I 1 CERTIFICATE HOLDER CANCELLATION CITY OF ATLANTIC BEACH BUILDING DEPT Should any of the above described policies be cancelled before the expiration date thereof. the issuing 800 SEMINOLE ROAD company will endeavor to mast 30 days written notice to the certificate holder named to the left, but failure ATLANTIC BEACH, FL 32233 to mail such notice shall im • • - ligation or 1' ... ity of any kind upon the company, ita agents or r representatives. 247-3845 _ . _. ... -- _._ Authorizel Representative t ...r.,a,.a..�..._ Ire To: like Page 1 of 2 2005 -07 -01 11:51:11 (GMT) 18888437038 From: Johnny Diamond d ACORD, CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO JDATE t000YUt L4u�37 7i1 /2005 6'.48.57 AA PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION E_sentnanr. Risk Placeren:s, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14160 Dales Parkway, Suite 500 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Dallas, TX 75254 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. :972 769 - 'D905 Fax: , 972) 4C4 - 4450 INSURERS AFFORDING COVERAGE INSURED IN_LPER A PR7VIL7ENCE PROPERTY & CASUALTY INSURANCE COIL ?P_ PAUL:3EN P.07 C_091FAPI° 27 DIERWO00 ST. W3LPER8 PALM COAST, PL 3113 l i pER C (9C4) 545-7:07 Fax: :004; !NSLPERD Itd jl_HER L. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH Ng � POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BBEN REDUCED BY PAID CLAIMS. E pp y LTR TYPE OF INSURANCE POLICY NUMBER PDOATEYMMIRPIWF PSATL��E(MMIDM��p��gT�p N LIMITS GENERAL LIABILITY E 0-4 0C:7JRGENCE 'C COWVEPCIA_ GENERAL L. AEILIT'i FIRE D.4MA;E Any Ore Fire; $ CLAIMS MADE E OCCUR -' MED BXP (Anyere pareor) $ PEPSGNAL &ADV INJJRf $ GENERAL AGGREGATE 43GPEGATE LIMN APPLIES PER PRODUCTS • CCiMPICF AGG POLCi f ] PRO- LOC l I IFi T 1 AUTOMOBILE LIABILITY r — — ' ■••■•• DCMBINE ; SINGLE LIMT AN AUTO iEa acader3 ALL O'JNEDAUTOS BOCIL, INJLRI , SCASDULEC AUTOS IPer person, HIRED AJTJS BOCILl" INUP. NON -OWNED ALTOS IFer accident, PPC:PERT' DAMAGE i P cr acc idc ntl GARAGE LIABILITY AUTO GAIL" - EA ACC DENT A:dr AUTO OTHER Tr4v EA AC: $ AUTO 0'd_ /. AG 3 $ EXCESS LIABILITY EA'CP OCCJRRENCE $ 000LP n CLAIMS MADE AG: REGA E — DEDUCTIBLE PMTENTIOU $ ,� WORKERS COMPENSATIONAND V00100083 12/1/21204 12/1/2005 EMPLOYERS' LIABILITY oI7 i .MT� i_Et A EL EACFA $ 10Uo0Co E L. DISEASE - EA El,IPLO °EE $ l00( ifj(:Q EL DISEASE - PC-!C"I MIT $ 1U ULIVCO OTHER LIMI - 8. 3 DESCRIPTION OF OPE RATIONS ?LOCAT!ONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1. This certificate _ernains in effect, provided the client's account is in good standing with ANS. Coverage is not provided for any elflploy f 01<11 t1 , i11 , in7 13 not repo -tine -wages to AN . Appli to 2000 of the ern lDyees of ANS _eased to FAJLSEN R_OOFIP G C JN_PF,I _ effective 12/01% 2Co4. " *PI.FASE SEE ATTACHED 0NPLOYEE CERTIFICATE HOLDER 1 1 ADDITIONAL 'NSURED INSLRERLETTER: CANCELLATION SHOULDANT OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN CITY OF ATLANTIC BEACH BUI L0113 DEPT. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 3AX: (904; 247 - 5345 300 SEMviIidOLE R.L. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ATLANTTC REACH, ?L 3:•233 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-5 (7/97) © ACORD CORPORATION 1988 MAP SHOWING BOUNDARY SURVEY OF LOT 5n BLOCK - AS SHOWN ON MAP OF OGatIAJ 146i -g uvir - fl -leeE _ AS RECORDED IN P AT BOOK 42 PAGES 74-144 OF THE PUBL IC RECORDS OF DUVA L CO . , FL A . CERTIFIED FOR : CAgL /''E 4110 CO. I ice. MeAdIALALK rigiVe kler (.943) ify_ o'elc -I e Ecs t'� �� ' 'CoP o� GureB " " � ; 7 Z`7) 012° 5-E; 't✓- . .o �- 0 �.� — rNo 'E - 21.'Z 1 z ^ (I I D) \,to•v , (II 2 (IC F) ' ° . ,o ( ft o) 0 0 l 2 " 0 ' J (0) r 4 , di N r s /e• Q (� A.�) , s � zz4o —'' 4- � , E t tA A. it= /490 :. me j • ---- 40 L O L1 7 7 7 ,) j' 0 Z `)) nc2"'e /5 0 ,Mz{y 00 ACZE�, E•1T ( i22) 1.o) r N 0 Zo oI' LI - er.. 01 F,,,v = Z°' -' * 1 ,4= d Fmbeie. kvO /3 -/i / -/Z -35 F F.F. //YYyy Gvp�/ ,vD i E. w V o. /7 -574, 4, 9 - -87 �-D vFo l agive- Ja'� • e / J , ze- ,-�. A/0 /2- 5358 9- /o - 57. - BEARINGS BASED ON PLA T AS SHOI✓N I HEREBY CERTIFY THAT THE LOT SHONN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE _ a' AS SHOWN ON FLOOD INSURANCE RATE MAP Z &I 7 FOR THE CITY OF JACKSONVILLE. FLORIDA, DATED It 15155 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900 -A-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES ' REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new s ngie -family detached or multifamily attached dwellings unaer Season 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 De obtained from your local building department or the Departme t of Comm ty Affairs. Energy Code Program. 2571 Executive Center Circle East. Tallahassee. Florida .32399 PROJECT NAME [ 1 fu , / BUILDER: 1 L t„ E AND ADDRESS: • A' - _ Mf< PER MITTING CLIMATE --- — I r �, - OFFICE: A� llk''CZC,(." G� ZONE: 1 2 ___ 3 j OWNER: /14 L f PERMIT JURISDICTION /_ NO NO tD , t1 0r� i NEW CONSTRUCTION Fir IF MULTIFAMILY NUMBER OF CONDITIONED SO GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA 2 9 Z FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: I I MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENG I I 1 '.� FT SINGLE- NE FT. SINGLE- PANE I I I J FT REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE SO. DOUBLE i SINGLE- FAMILY DETACHED CONDITION: ❑ LFNGTH _ FT. PANE 3 4 1 FT PANE I ( I I I FT NET WALL AREA AND INSULATION • MASONRY R = FRAME R = STEEL STUD R = LOG R LIB. 235' 11191 f IIIII .F° III CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED: WD SON ❑ R as a FT ®rp 3 a 1 F° ®'E 1 9 3 FT 0 2 g f N. 1 9 . DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM UNCONDITIONED ® CENTRAL ❑ NONE ❑ ELECTRIC STRIP ® HEAT PUMP ® ELECTRIC 1 ❑ SOLAR SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY i 5 . p ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ NONE ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL HEAT PUMP _ .1 1 I R SPACE C.� ^ii EF = . i SF /EF = J 1 S • SEER /EER = ` ,� COP /AFUE = 2. -�� NUMBER OF BEDROOMS = 1 131 INFILTRATION /` I PRACTICE USED 4- _ 3 . '7 _ 1 5 s a 2 3 '2,. x 100 = 8 3 ` ❑ #1 ® #2 ❑ #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 = eby certify that the plans Review of the plans and specifications catered by this calculation indicates and specifications covered is s .t , ion are in compliance with the compliance with the Florida Code. Before construction is completed, this Florida Energy Code. building will be inspected for in accordance with Section 553 .908 F.S. OWNER /AGENT: ✓ BUILDING OFFICIAL �' DATE: f`a .797 DATE: 9A 1 PRESCRIPTIVE MEAS RES (Must be met or exceeded by afi 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 SO. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. SOLID CORE. ADJACENT DOORS W000 PANEL INSULATED. OR GLASS DOORS ONLY EXT JOINTS & 904 1 TO BE CAULKED. GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED CRACK 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 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 `.S LAT :S .:REC 0 L ; , =CP PEC :PC,,.. \G Srs _ .C_ :i - S C .,., :;.„ES •^'o! , .G _ .CGS i PIPES S^'AL 9E ! '1ti ED TO 17 5 BT... "'.I\EPR P00T CF D CE I SHOWER HEAOS 9045 WATER FLAW MUST BE RESTRICTED TO NO MORE THAN _LGALL,ONS PER MINUTE AT 20 TO 80 P$IG. HVAC DUCT 9032 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 OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM INSULATION I 9049 CE.Li \GS -1f` P- 1'1', , ,...__ "' " _ 9'1- _.:1'S1C. _'.GS s .. -1. ( SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 11■ RATIO 0- 11 12- 17 ' 18- 26 .27- 35 36- 46 .47- 57 58- 70 : 71- 83 84 -1.18 1.19 -1.72 1.73 -2.73 2.74+ 1 N 1.0 94 .91 87 79 76 72 69 .63 .56 .50 0 m 1 NE/NW 1 D 94 .91 .86 75 71 67 63 55 .48 .42 W ¢ o ENV (.0 (se) 92 . 86 73 68 63 ( .47 .39 .31 1 SE/SW 1. . 93 .82 66 60 54 47 .39 .32 .27 1 S 1.0 .91 8 6 .77 60 54 51 45 .39 .35 .31 ■OH LENGTH* 0 tt. _ 1 tt. _ 11. ft. 2 ft . 3 ft. 32 It. 414 tt. 51 ft. 614 ft. 91 ft. 14 ft. 20 fl.+ *To select by Overhang Lengtn, no pan of glass snail be more man 8 It below the ovemang OVERHANG RATIO = OH LENGTH OH HEIGHT IT 14.. L ..,,,..--:""\,,,..„..: H H L • LI _i_ 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME CONCRETE BLOCK FACE BRICK INTERIOR INSULATION EXT. INSULATION R -VALUE WOOD FR LOG WOOD NORMAL WT. LT. WE NOR. WT.I LT. WE 0. 6.9 2.4 6 INCH R -VALUE EXT ADJ R -VALUE EXT ADJ EXT EXT EXT 7 - 10.9 .6 R -VALUE EXT 0. 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11.18.9 . 0.2.9 1.5 7 -10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 19 -25.9 2 3 -6.9 1.0 11.12.9 1.7 .7 5. 6.9 1.0 .7 .8 .5 .4 26 & Uo 7 & Uo .8 13 - 18.9 1.5 .6 7 - 10.9 .7 .5 .6 .3 .2 R -VALUE BLOCK 8 INCH 19.25.9. .9 . 11 - 18.9 .4 .4 .4 .0 .1 0 - 2.9 1.0 R -VALUE EXT 268Uo .6 _ . 19 - 25.9 .2 .2 .2 3.6.9 , .6 0.2.9 1.0 STEEL 26 & Up .1 .1 .1 7.9.9 .4 3 .6.9 .7 R0- VALUE 69 EXT 7 ADJ 2 . ` `7, 10 & Up 2 7 & Up 6 . . 7. 10.9 3.5 1.3 11 12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS (SPM) 13 18.9 2.5 0.9 NDER ATTIC IN LE A SEMBLY CONCRETE DECK ROOF 19. 25.9 2.2 0.8 R -VALUE SPM R•VALU£ SPM , 26 & Uo 1.2 0.4 CEILING TYPE 19 21.9 .) 10 -10.9 2.9 R -VALUE DROPPED EXPOSED r 22.25.9 �• 11.12.9 2.6 10.13.9 3.2 3.5 s• - • • 1 • 1:,• .4 14.209 2.2 2.4 � a� �' 218UD _ 1.5 1.6 9D DOOR SUMMER POINT MULTIPLIERS (SPM) f , DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) WOOD!, SLAB -ON -GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE (See 903.2(e)) INSULATED 8.5 3.1 R -VALUE P R -VALUE SPM R -VALUE SPM Q . 29 4 1 0.2.9 - 8 0. 6.9 -1.0 3. -372 3.49 -1.3 7.10.9 -1.1 5.6.9 -362 5.6.9 -13 11.18.9 , 1 . 7 & Up I 357 1 7 & Up -13 19 &Up 4. 1 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 9H DUCT MULTIPLIERS (DM) ./ INFILTRATION PRACTICE R -VALUE I With Return W/O Return (Sea Table 9P) SPM 4 2 • 4 9 � Air Duct Air Duct 1.10 PRACTICE • t 10 2 5 0. 6 6 1 '1E4 t 08 PRACTICE • 2 6 7 & Up 1 • • 1. PRACTICE • 3 5.2 DUCTS IN CONDITIONED SPACE 1 1111W 1 00 1 00(0 -3- WINTER POINT MULTIPLIERS (WPM) 98 WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 1 2 3 OH RATIO 1 0- 11 1 12- 17 f 18- 26 1 .27- 35 1 36- 46 1 47- 57 1 58- 70 1 71 83 ( 84 - 18 1 1. 19 -1.72 1.73 -2.73 l 2.74+ i SINGLE PANE GLASS t N 1.0 105 1.08 1.12 1.16 120 1 24 127 1.31 1.38 1.45 1.51 t NENW 10 1.09 1.13 1.20 1.26 1.33 139 _ 1.45 150 1.63 1.74 1.84 I E/W 1.0 67 .50 .16 - 20 -.60 - 95 -1.32 -1 73 -2.51 -3.31 -4.05 o SE/SW 1.0 .92 .88 .77 .66 .52 .39 25 10 ~_ -.21 -.48 -.74 S - 1. 0 .95 .92 .84 .74 60 46 .29 13 - 24 -.54 -.67 W DO ALE PANE GLASS (n1 N 1.0 1.09 1.13 1.19 1, 5 1.31 1.37 1.42 , 1.48 1.58 1.69 1.79 NE/NW 1 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 1 E/W 1.0 .85 67 .62 .28 .12 -.05 2 -.59 -.96 -1.29 SE/SW 1.0 .93 .90 .82 .61 .51 .40 , .28 .03 -.19 -.40 S 1.0 .96 0 .87 .78 .67 .55 , .41 .27 -.04 -.29 -.40 SOH LENGTH* 0 ft. - 1 ft. 114 ft. . 2 ft. _ 3 ft. _ 314 ft. 414 ft _ 514 ft. 614 t. 914 ft. 14 tt. 20 ft.+ • *To select by Overhang Length, no part of glass shall be more than @ ft. below the overhang. OVERHANG RATIO = OH LENGTH aH HEIGHT 7 k- L H H L .1______ L._ _i_ 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK FACE BRICK INTERIOR INSULATION EXT. INSULATION R -VALUE _ WOOD FR LOG WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0. 6.9 12.6 6 INCH R -VALUE EXT ADJ R -VALUE EXT ADJ EXT EXT EXT 7 - 10.9 4.2 R -VALUE EXT 0. 6,9 11,1 10.4 0- 2.9 11.2 6.8 8,8 11.2 8.8 11.18.9 0.2.9 4.5 7 -10.9 4.4 4.4 3- 4.9 , 7.3 5.1 6.1 5.6 4.9 19.25.9 3.6.9 2.8 11. 12.9 3.7 3.6 5. 6.9 5.7 4.2 4.8 4.3 3.9 26 &UD .4 7 & Uo 2,1 13. 18,9 3.4 c �+ 7. 10.9 4.6 3.5 4.0 3.3 3.1 R -VALUE BLOCK 8 INCH 19.25.9 2.2 11 - 18.9 3.0 2.6 2.8 2.2 ?.2 0 - 2.9 7.9 R -VALUE EXT 26 & UD 1.5 . 1.5 19.25.9 1.9 1:7 1.8 ' V' ' 3.6,9 5.7 0.2.9 10 STEEL 26 & Up „ 13 1.2 , 1.3 7 - 9.9 3.8 3.6.9 2.2 R•VALUE EXT ADJ ' " ` `'• ' ',' 10 8 UD 3.0 7 & Uo 1.7 0 - 6.9 , 15.1 13.1 7 - 10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS (WPM) 11 • 12.9 5.7 5.2 N' E - TTI IN LE AS EMBLY CONCRETE DECK ROOF 13 - 18,9 5.2 4.9 R -VALUE R•VALUE WPM CEILING TYPE 19 - 25,9 4.6 4.4 1 • - 21.9 ) 10 -10.9 3.2 R -VALUE DROPPED i EXPOSED 26 &Uo 2.7 2.6 MIRE IIINIMI 10. 2.9 3.3 14 .20.9 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS (WPM) " `��'�' 21 & Up 1. 1.3 38&Uo 9 26 & UD . 1 . _ DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS (WPM) WOOD r.1■ SLAB -ON -GRADE RAISED RAISED WOOD EDGE INSUL(1TION CONCRETE See 903.2 e INSULATED 16.8 14 5 R -VALUE WPM R-VALUE I WPM , 4.29 1 @__,; 9 - :_2 l 94 51 ��5��' 3. 9 3 3. 5.69 7 6 ir_�.5.69 36 INCIIMINIIIIIMINII 78UD 70 7&Up I 29 19&UD Qj 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE R -VALUE With Return W/O Return (See Table 9P) WPM Air Duct Air Duct 4 2. 4 9 1 14 1.10 PRACTICE ° 1 t ■ 10 9 5 0. 6 6 1 08 PRACTICE ° 2 qa _ 6 7 8 Up 1 r• 1 06 PRACTICE ° 3 4 1 DUCTS IN CONDITIONED SPACE f 1 00 -5- 1 i•. 91 HEATING SYSTEM MULTIPLIERS (HSM) 20 CLIMATE ZONES 1 2 3 SYSTEMTYPE__ _ , _ HEATING SYSTEM _ MULTIPLIERS 25,:,269 _ 2 7 2 89,._2 9 3 09 3 1 • 3.29 , 33 • 349 ! 3 5 - 369 3 7 • Up Heat Pump H c) 48 45 A2 1 40 38 1 to to r H S M - -- +- - - - t 0.1$ee Table 9J�,�redrt Multipliers) $9the! FU.4I5 _ _ s.. -HSM- - -- - PTHP 8 Room - Units _ HSM __ HSM for COP 22 - 2 49 - 63 See above for COP . =_24.x, -__.__._. Minimums Central Units 2.7 COP PTHP & Room Units 2.2 COP COP means Coefficient of Performance 9,1 HEATING CREDIT MULTIPLIERS (HCM) SYSTEM T/ HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM Multiz0ng_ HCM _A._ 6759.079 ■ AFUE 1 , 60 • 64 .65 • 69 70 • 74 80 • 84 85 - .89 .90 - UD Natural Gas , HCM .54 .50 46 43 40 .38 .36 Other Fuels 1 HC,�1f _ 84 .77 - .72 .67 ' .63 .59 _ .56 Where more than one credit is claimed, multiply HCM's together Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) SYSTEM TYP COOL NG SYST M MULTIP_LIERS _ SEER 7.8- 8.0- 8.5- 9.0- 9.5- 10.0 - 10.5- 11.0 - 11.5- 12.0 - Central Units 7.9 8.4 8.9 9.9 10.4 10.9 11.4 11.9 & Uo CSM 44 .43 .40 38 .36 .34 .32 .31 .30 .28 PTAC & Room Unit CSM __ CSM for EER 7.5 • .7 = 46 For EER's >7.7 use multipliers above. Minimums: Central Units 7.8 SEER Room Units 7.5 EER. PTAC under 13,000 BTU /H 7.5 EER, and over 13.000 BTU /H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 91. COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) tinc Fans 8 Mu MuitizOne Cross Ventilation or Whole House Fan (Credit for only onel Attic Radiant Barrier _95 • Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80 - .81 .82 - .83 .84 - .85 .86 - .87 A6,42 .91 - .93 .94 - .96 .97 & UP . . Resistance HWM 4183 4081 3984 3891 11637 3678 3560 3450 Natural Gas EF .48 - .49 .50 - .51 .52 - .53 .54 - .55 .56 - .57 .58 - .59 .60 - .61 .62 & Uo HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYPE - HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 . •3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 _ .6 _ .5 .4 .3 .2 _ .1 .0 With Air - conditioner Heat Pumo • Heat Recovery Unit* HWCM . 2 • Dedicated Heat Pump EF 2.0 - 2.49 2.5 • 2.99 3.0 - 3.49 3.5 & UD HWCM _ .44 .3 5 .29 l .25 .A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. "Form 900D -86 must be submitted to obtain credit tor Heat Recovery Unit 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 903.2(1)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE "1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE "2 COMPLY WITH PRACTICE '1 AND THE FOLLOWING: Exterior Walls and Floors Too plate Penetrations sealed. Infiltration barrier installed Sole plate /floor joint caulked or sealed. Exterior Walls & Ceilinas Penetrations, lomts and Cracks on interior surface caulked. sealed or aasketed. • uctwork Ductwork in unconditioned space must be sealed Fireplaces Eauioped with outside corn uSti0n air doors and flue dampers _ Exhaust Fans Eoutpoed with dampers Combustion devices see 903.211) Combustion Heating Compust,on space & wale' neatng systems provioe.: vi. i- o,.:s ae coTCusf c- a' except affect vent aopi eces PRACTICE "3 COMPLY WITH PRACTICES `1 AND "2 AND THE FOLLOWING: Ceilinas ± Infiltration barrier installed Interior Walls Too plate Penetrations sealed or joints & cracks on interior walls caulked, sealed orgasketed. Recessed Lights Sealed trom conditioned space & insulated from venttlated attic spaces. Ductwork I All ductwork located in conditioned space. Combustion Appliances I Be in unconditioned space (except direct vent). draw air from unconditioned space. exhaust I by- products to outside. Stoves see 903.2(1) -6- G P ERMIT N ,I, OF BUILDING r�9 I' ,I DEPARTM FLORIDA 11 2 l �.? 7 OF ATLANTIC 6EACM• � A 37 p CITY B t �� g /� I i PERM TO POSTED ON JO 631 .C1C I ?HIS PERMIT MUST BE 87 91'66 ` 2 J 2 19 Date S6 �a "»l 17 I/ SW �� Fee $ 42d ` 37 l 12 � o Treasurer, and is $ a id to City Valuation til a bove fa has been p ovisions of late• t not v � cion for violation of applicable pr This permit • 1 s ubject t° {e" (;$Tl ReeS } \ to certify that 3 2233 I This is B . X 87 p.. L,,O,Bo le Fes- build S. has permission to zone 1tS' ■1 Reide tial I Classificatio e • 1 147 1 " III---S ro k] ,_t Blood i �� Owned by ,'1 4 (543........" Lot o i .: a re part of this permit IC EONCRETE F E E S House N Tans which NOTICE AND F OOTINGS M 0 to approved p ORE POURIN According * SPECTE B Z MONTHS PERMIT VOID SIX ISSUE R DATE d debris - AFTEmaterial, rubbish be (aced z Building ois work must not pleated ti from ace, and must be con - in public space, away by either Up and hauled or of owyer. r r. ,' %�ti� /f.,i,C° ` 2 , B 1 / u g Official. C r CONTRAC D ATE N UMBER PERMIT FOR OFFI E USE ONLY I`II -- --�- PLUMBI ELECTRIC SEWER ! WATER Aft, 4W PLANS REVIEW CHECK LIST Address (535? C(A 162je_ Well Owner_Aja%(4glfrhth'P( Legal DescriptionLL 6 4', ! ) 60( Contractor did 4 ( ( flat_iii.,e License Number CCY . 90d53 License on File 4 0 NO Section 24-101 * Zoning Regulations • Zoning District_IL5 k_.---- Proposed Use...SbIlk_aliW4/ Required Lot size_ 10,0______ Actual Lot Size 0,6LigilkE,..cb le I Setbacks Required Provided / Section 24-17 front I e / CORNER LOT ...!!:....P rear 490 Oa ' / / Flood e ood Zan , t ___ZC2 n side-1 6,6 1 Required Elevation 925' side-2 fr‘ __6.0 __ , 7 g _.-- ,n6) Max. Height Allowed__) Proposed Height Section 24-82 * Minimum Lot Coverage Required Heated Area /.060__ 71,zr u. ,._ „ ,- Proposed Area Segtiog 24 * gf4atEeet PaEking Number Spaces Required___ Provided L- Section 24-82 • Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: _"/ Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL , 14 „,..,,,,,6v Plans Reviewed by , ...-L./ ')re_47.' 1,, 7.7 D ate--..C..I ..... Z Building Permit #_J4962__ DENIED & a Address Heated Square Footage ••d• `� �S . — @ $ 39. per sq ft a $ /0 532 5- • Garage /Shed Lf 7)_ @ $ / �', b per sq ft = $ .8 07 06 Carport /Porch - @ $ per sq ft = $ Deck , @$ per sgft =$ • Patio QOCU @ $9�' _per sq ft = $ / 8c/D, DO TOTAL VALUATION: $ /A 1p 109, s is / s0 • 9 34, s •$ total Valuation 1st $ /00 • /09, s0 33 7.�" • $ 33. .7.A Remainder Valuation 'S /40—per thousand or portion thereof • • Total Building Fee $ chi 7(j �5 ADDITIONAL PERMITS and /or I E : S REQUIRED 4.k Filing Fee $ / 317,3 Mechanical • ,/ `Fireplaces @ 15.00 $ 13 D a Pluthing BUILDING IPERMLT FEE $ `1 37 Electric /New • Electric /T©w • ✓ Septic Tank BUILDING PERMIT $ Well • WATER METER CHARGE $ OO SWi l ming Pool SEWER IMPACT FEE $ / 3,57() D ZJ Sign WATER IMPACT FEE $ 3 / S. 6 Water Connection MISCI OUS $ Sewer Connection Water Meter ✓ $ Elevation Certificate' ✓ . GRAND TOTAL DUE $ g',65 3 7 CALCULATIONS and /or NOTES • • • • • • • • • • • • • • • • 1i • n • • • • City of Atlantic Beach • Fixture Unit Worksheet for Water .Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. • BATHROOM GROUP CONSISTING OF e) SERVICE SINK TRAP STAND • WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) O WATER CLOSET VALVE 1 WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) O BATHTUB /SHOWER (2) URINAL WALL LIP (4) 1 SHOWER GROUP PER HEAD (3) O FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) ° LAUNDRY TRAY (2) i LAVATORY (1) v COMBINATION SINK AND TRAY (3) __ WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) 0 WASH SINK EACH SET OF FAUCETS (2) 0 KITCHEN SINK (2) C) DENTAL LAVATORY (1) __ KITCHEN SINK WITH WASTE GRINDER (3) _ Q DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) 0 URINAL STALL, WASHOUT (4) V FLUSHING RIM SINK (8) _ Q__COMBINATION SINK AND TRAY WITI , FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN (1/2) 0 LAVATORY, BARBER /BEAUTY cart" SHOP (2) __ SORGEDWS (2) 0 SURGEONS SINK (3) ( ICE MAKER (1/2) • d TOTAL FIXTURE UNITS ` / ' 3 @ 810.00 EACH $ INFORMATION L V OC f'-/V AZ- 2 6--) 17 S r JOB INF 1 4 ■ CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner L-1&41C iictd___tu Lei . Address 224b D,�4�J&Q bt G� _ zip, LZ }3 phone -- Architect. _1 -tt-4c - Q1: : -- ___Address zip phone — Contractor cAgL_gEgl . AddressJj2 -z- 4&TLAN1jc figAtAL _ zipJiz;; phone ViA07[f Contractor's License number expiration Lot_ 0 __Block or Section 3 Subdivision _ OGEANf j Zoning LL'{ O Street D.S �lkar� betweenAy) be f� -p a nd D b -. Jr side W . S Type Construction ZSfae.gltte.iit►+�No. Units I No. Fireplaces j Purpose of Building s Est. Valuation $ Utility Method - Water p7,l4 Sewer 4-41 Dimensions - Building _60-4_ Xj'z— Lot 1)c i _ Size Footings (,Q'4.2D n - Sz. Piers Sz. Sills — Greatest Span Sills — Sz. Ceiling Joists_ s __Distance on Centers L 1 Greatest Span_ z___ Sz. Floor Joists ate... Z:,uiDistance on Centers__ _zv-____Greatest Span t !e' Sz. Rafters Distance on Centers Greatest Span r Method of Heating j£,!'ZJ p Solid or Filled Ground SoLrD Roof f�er/ts -_/kP_ Flood Zone _ ___ If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights -of -way and to clear, clean, grade, and drain said right -of -way to City specifications. f / • Signature Owner_____ /.--L---------- / Date Signature Contractor_ _ Date __ _-4 J7 tia ' \ Page 2 f e 2 iiiitRig Lit?' irminff FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : ___as P.Po 1 t ok1.-- Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard:zone (Zone A), 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 plane and supporting data have been or shall be provided as required. I agree to comply with Tall applicable provisions of Ordinance No.25 -7 -11 and all other laws or ordinances effecting the proposed development. _2 Z _Applicant's Signature __ Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative page 3 • UTILITY SERVICE AGREEMENT (Water and Sewer) • TIIIS AGREEMENT entered into this 21st day of Sentember 198 7 , between the City of Atlantic Beach , a Municipal corporation, hereinafter called "City ", and Carl Reese a corporation, its successors and assigns, hereinafter called "Developer ". W I T N E S S E T H: WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lot 50 Unit III Oceanwalk refer to acreage, plat engineering 2240 Ocewanwalk Drive West drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing • 1 buildings, 1 residences and /or other improvements thereon consisting of Single 'Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and, valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City this exclusive right.to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and • Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and /or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any govertunental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with tho terms of tltls agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift • stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer. to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage numninn efn #4,,.. ....� to said slate road right -of -way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served by City. All such easements shall have a width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from " non- domestic" drains including without limitation swimming pools, air • conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's I property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to,back flow preventor valve failure, 8. The construction and design of all facilities to be -- Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. • 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the • City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of . the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise . specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the ,inspector of the project along with the Developer's engineer. but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi - family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including • the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City 11.• Developer shall pay the City upon. execution of this Agreement the sum of .10* per water connection per ' equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of .10¢ per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review. fee. for non - residential units shall be based upon estimated cost to City. Actual cost will be determined and a refund or • additional charge will be made for the difference between the advanced deposit as calculated above and'actual costs. City agrees to .provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: • A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty . five dollars ($ 1,035.00 ), per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of ($.' ). • • D. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter , E. If available, construction , water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property .. is previded by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall a its p y 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 $ payable upon execution of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and In consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer'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 Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and. procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this Agreement, a total of ' $315.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of '• $1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00'per 3/4" meter - upon . application for hook -up of individual lots, apartments, multi - family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F -1 of this Agreement upon execution of this Agreement, in a total amount of '$ • and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of '$ 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy -five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be reauired by city • subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e., ' in addition to those provided for above in thzs Agreement), but subject • to the continuing operating rules and regulations of the City including, without limitation, the pel'iodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. • 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the . City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with • residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of • the negligence or willful act of the City, its officers, or employees or • authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of Y such damage to City's property including all necessary and reasonable • repairs which must be made by the City or independent contractors Pttnnnn.l • prior Hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be • met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and /or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D_ All -. - 1 irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. F. A Bill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. I. The title evidence, mortgage releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite construction provide City an accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have 'the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at•least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right -of -way casement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water and / or sewer �.,... , • 22. All notices that may or must be given under this Agreement 4 shall be in writing and shall be valid if mailed by United States I` registered or certified mail, postage and charges prepaid from addressed • as follows: • To Developer To City of Atlantic Beach • City Manager 716 Ocean Boulevard . Post Office Box •25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence • Opre ness :2 fOt City •f At .ntic Beach Witness • • • �PI= 83^12� nORT� ZO�E 1 2 3 900-»-86 FLOHID� E�ERGY CODE SECTID � CLC;L�TI�NS LOT 50 OCEA WALK III AS BLT CARL REEESE �u'/n�� GLS ��L SOF 5'A6S SMR GLASS BASE SU�MER _ ORNT AREA SPM BAS� PTS ORlENT. 4REA CLR '�9B) SM� PTE SE 7q.l O SE S 30 �6 2 i98� 5 Z0 �6.2 0.86 l708 ^ 1{ 7p 1 0 74 585 SW 10 79 1 79l 46 7'f 7 � 95 348� W 105 79.7 8369 W ' . NW 10 57.7 577 NW �0 57 0.80 462 6642 E 4� 7Y.7 1.00 3l88 E �� 79.7 �.80 1913 E �3 79.7 0.92 4��9 W 6 r9. 0.�7 273 { 0 CO�D TOT4L BA�E D*SE ADJUSTED �S BUILT FLOOR GL�SS ADJ GLASS GL�SS �LASS 4RE4 �REA FACTO� S3TOT�� 8*SE SF SUBTOTAL ` .15 2925 349 �.26 27185 �4l7c 24402 BLT COMP. S�� PT BASE CO�p. MU�T. SUMMER DES[. AREA MULT. SMR.PT�. DESC. A�E� (9C-9G) PUINTS ^^^' ^~^`^^^^^^^`^` ^'^^^'^^`'^^ ^'^^`^^^^^^`^^^^^^^^^^`^^^^^^`^^^^` ^^^^^ �AL� �ALLS EXT. 397 ADJ. �DJ2X6 R19 37l 0. l48 DOORS DOURS EXT, 53 7.7� 4�S EXT W� 53 7.7 4�8 �.DJ. 37 2.90 i07 ADJ WD �� 2.9 107 CEILINGS [ElLlNG6 UN.ATC. 173O 0.60 1C38 �NDR4TC R�V 1�29 }.6 857 SGL.AS 0.�0 0 SCL��B R30 301 l.2 36� K;�EE R19 FLOOR FLOOR SLAB '93 - 41.2 -7952 RAISED 294 -3.99 -l�73 RSD HD Rl9 294 -O.9 -265 INFIL. 2925 8.00 23�;0 # � 2925 8.0 23400 TOTAL COMPONENT BASE SUMNER POINTS TOTAL AS B�l`T SUMMER POI@TS TOT�L 528b2 TOT�L 42028 COQLING TOT�L BASE �S DLT DM CSM CCh AS BLT SYSTEM BSC CSM BS PTS CLG PT 51 EIS .4h 2862 " l 7 HOT WTR NBR BASE B4SE AS RLT NBR i BLT SYSTEM BDRMS HAM HW PTb HW DES BDRMS <9N) HW EIS Z 3803 114o9 ELECT. .88 � 3803 �.0� 114C9 WINTE� C�LL�/L�TION5 A�-BLT. WINTER O�IE@T GLAS5 DU�, �Oc GLASE 4TR, �LAS3 B�SE ^ ��E^ (LR '(9B> WTR. pTS OFNT AREA WPM B�SE PTS . 0 0 �3 N ^ 0 8E 0 - 22,7 0 5E - 22,7 80v S 30 -28.4 -852 S 30 -28.4 0.94 -16 �W 10 -22 7 -227 SW 10 - 22.7 r 4 6 1 46 67 NW 10 4 6 46 "W ' ^ . 0 �` 40 9 2 1 00 -368 E 30 -9.2 0.4� -127 E 63 -9.2 0.77 -446 W 18 -9.2 0.77 -128 - 142 0 0 0 0 COND TOTAL BASE BAS ADJUSTED AS BUILT FLDO� GL�SS ADJ GLASS GL�SS GL�S� AREA �RE� FACTOR �BTOT4�- B�SE �P SUBTOTA� 15 2925 349 1.2� -�784 -4757 -2938 ~ AS BLT COMP. WTR PT BASE rULT. WINTER DESC. �REA MULT. �T�.PT�. DES[. AREA (pC POINTS ^^^^^^~^``^^^^^^^^^^^`^^^'^^^^^^'^^^^^^~^^^^^^^^^^^^^^^^^`^^^`^'^^^^ WALL ��L�S E�T 1986 2.2 4369 8�KV Rl9 1986 2.2 4369 ADJ, 371 3.6 l33� O 0 ��J2X6 R19 371 2.2 8l6 0 � BOORS DOORS EXT. 53 15.4 8l6 EXT WE 5Z 15.4 816 ADJ. 37 1�.3 492 ��J WD 37 13.3 492 0 0 CElLING CEI�INGS UN.ATC. �730 1.2 2O76 UNDRAl� R30 1429 l.2 z715 SGL.AS 0 0 �GLASMB R�0 �01 \.3 391 KNEE �19 l+8 2.0 296 FLOOR FLOOk SLAB 193 8.9 �7�8 PERlM. R-� l93 18.8 ��28 RAISED 294 1.0 282 RSD WD Ri9 294 l.� 412 I�F��. 2925 7.4 2164� � 2 2925 7.4 2�c45 TOT�L COMP. BASE WINTER POI;TS TUTA 4S BUILT WINTER POI�TS TOTAL 27977 TOT4L 3��42 HEATING TOTAL HCM A� BLT SYSTEM BSC HSM 6S - HG G. PTS. TDT�L �ASE B�SE BASE TU`AL 4S-BLT AS-BLT AS-BL TOTAL COOLI I TR : HT WT AS -B' T POINTS P�INT6 POI�TS POI�T� POINT POINTS POINT POI:x:T5 2�3l7 z650u 1140� 52232 �5236 l�77') 11�09 434l5 P�EP4RED BY EPTERGi DESIGN SYSTEMS ' 287-533p CITY OF ATLANTIC BEACH No. 5647 FLORIDA Sept. 21 19 NAME Carl Reese ADDRESS CITY PAID Water Impact Fee #43.343 -3700 $315.00 SEP 2 2 1987 $ Sewer Impact Fee #43 -343 -5200 1,035.00 Water Meter #43-343-3300 $85.00 $1,435.00 Lot 50 Unit III Oceanwalk 2240 Oceanwalk Drive West THIS RECEIPT SERVES AS A WORK ORDER. TAKE RECEIPT TO PUBLIC WORKS DEPT. TO SCHEDULE WORK. 1200 SANDPIPER LANE. When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER m9,� p ay o6 0 g rA 4 o 43 �i� �0 o , o 0 F • t 0' v;0_ o 0, m , 0... 9 6� o 3 O co • IA, O oh\ • N \ S' "R F G,. % yc T IOW o o e % , fi r s m � 5. o � S, : 9100.00: gf 1 1 t t s , tt t I f t 1 4 t l t 1 CITY OF ATLAr4TIC BEACH, ,FLORIDA App % -d by APPLICA Ic iJ FOR IEL "c.CYrr2ICAL PERMIT ��L�' 1 l 6 TO THE CHI -F ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CC'■SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY t GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ..RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY CF . ATLANTIC BEACH ORDINANCES. , �i7cPA �1, lvss.� , r _ _ ELECTRICAL FIRM: \ \� \-i p g -._ \cv• MASTER ELECTRICIAN SIGNATURE JOUR?•:- E.y_r2 n 1 NA!, E C CL\ - e +eS4_ ADDRESS: . LI0 0QfCkV■ VOYeS��r • L° RFD _BOX_.._ — BLDG. SIZE - BETWEEN: �';0 e u r 4 ' k�Y:S - rc��irc,( L RES. (( APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW (X OLD ( ) REW. 1 1 AUDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS 1 ) SQ. FT. -- SERVICE: NEW 0 INCREASE 1 1 REPAIR ( ) FEE CONDUCTOR SIZE "—j t1 AMPS - DO() COPPER ( 1 ALUM. ()0 SWITCH OR t i-, EAKER - 'DU) AMPS l PH El + eVOLT SAS U RACEWAY . 3S CO EXIST. SERV. SIZE AMPS PH W VOLT , RACEWAY FEEDERS NO. SIZE NO SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN — TOTAL , _ RECEPTACLES I CONCEALED I OPEN t j TOTAL vi --- _ 0.90 AMPS. • ` 31-1.D3 AMPS. — - SWITCHES —_ INCANDESCENT — -- -- - ______ FLUORESCENT & M. V. — - -- FIXED } O -IOO AMPS. OVER APPI- # BELLTRANSF. AIR H.P. RATING H.P. RATING COTDITIOAtf G - CU-1 ?. MOTOR T OR OTHER MOTORS AMPS CEIL HEAT_ KW -t—LAT f — ___ — 3-1 r OVER t------- - - -..— MOTORS N.P. VOLTAGE Pi-IS NO. 1 H.P. VOLTAGE PHS "111 __ ". "�FOUS - 7 ' ANSFORr. EPS- UNDER 300 V. ! ' OVEn G::3 V. . CITY OF /4t4#e c Beach- 44414 � S�; Office of Building Official ' REQUEST FOR INSPECTION Date //'i Permit No. 9/ T Time A.M. stnct No. Received P.M. Job Address •cality Oame .. . wner's � C/" / / i 'v N � T Contractor _ ..._1 - -� t � - � BUILDING CONCRETE ELECTRICAL / PLUMBING MECHANICAL Framing !� Footing ED Rough Wiring to" - Rough ❑. / Air. Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out L9� Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 4111 Mon. A.M. We Thurs. Friday P.M. Inspection Made ) / 1 / ( _ C _ Final Inspection ❑ Inspector u ° Certificate of Occupancy Date CITY OF /Wan & teach - 4lwucaa Office of Building Official REQUEST FOR INSPECTION /i/p- Pe rmit No. t / " - Date � Time A.M. M. Dis rict No. } Received E f c_i-----. ((c) (C . .156 Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough / Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday 1 ) P.M. Inspection Made ✓ 1 P.M Inspector - 1-- . Final Inspection ❑ Certiticate of Occupancy Date CITY OF ,Z.L. co 4IIa .Jic I eacii - 4Z10/tida Office of Building Official REQUEST FOR INSPECTION Date /O 1 51 " Permit No. 44/1 Time / A.M. Recery P.M. Ds ct No. 71-- Job Address 7 ` Owner's Locality, �J� Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ey / Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab 'fJ Temp Pole ❑ Top Out % Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION q M Mon. a) Wed. Thurs. Friday Inspection Made / (> ' (.D ' ) ` � . � 7 Inspector ) C /* „ - Final Inspection ❑ Certiticate of Occupancy Date CIT OF n/�� f'Y an& 2 eac*4 - q,�Drlara • Office of Building Official n REQUEST FOR INSPECTION Date f ' S7 Permit No. 9) `� /h) Time A.M. Received P.M. A gi District No. / 6r,, .... Job Address Locality lei Owner's Name Contractor BUILDING , ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Foo • - sae Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab �/y� R • =Y FOR INSPECTION A Mon. ues' t I/ .i4�i Thurs. Friday P.M. I A.M. Inspection Maae Inspector / + Ail. Final Inspection ❑ Certificate of Occupancy Date � -- ENT OF BUILDING 1 DEPARTM CH. BUILD CITY OF ATLANT Bo T f a I p MIT STED ON �Og iT MUST BE 19 87 9 , , t l THIS Se Z '' "7 1 I Jt Date $ �� Fee �� is i I ation $ ■ yd to City Treasurer, and until a bove fa has been p ot,y 'Treasurer, surer, ' of 'Pus' permit not valid ti olation of applicable pt OO' �- * 22 subject to revocation for vi VD:Lia s as Sons This is to certify that has permission to zone Classification M i11eT SID - \ Rank Kitt Block Owned by `` L ot No. - , 1 .: aretpart of this permit TICE —ALL CONCRETE FORMS E IN 1 House roved plans which AND FOOTINGS MU G \ Z According to approved SIX POURIN SpECTED BEFOG P ERMIT 'VOID E OF ISSUE � AFTER DA material, rubbish and debris laced .. guildi his work must not b pleated from a ce, and must be con - in pc hauled away by either Ailie up o wner. torior /" Building Official. C ONTRACT OR DATE PERMIT FOR OFFICE NUMBE USE ONLY PLUMBI ELECTRI SEWER WATER . BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. LOCATION Street Address: 2240 Or eanw k Pr _ W _ - --- OF intersecting Streets: Between Florida 3.13Li1 - And QCeanwal k Dr _ s _ BUILDING O cean Walk _ Sub - division - -" il. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical � Contractors Contractor (Print) Williams and Sons HAR Master 12AM1R 277 Property Owner t - - 1 _ _ XXXXXXXXXXXXXXX Signature of Owner Signature of or Arthorhed Agent 61'4 7 Q� Architect or Engineer 111. ferENER/ — A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING .0 ,., r Seetric THIS BUILDING OR SITE? k ❑ Gas — ❑ LP ❑ Natural 0 Centre! Utility , IF YES, GIVE NUMBER OF CONSTRUCTION Q on PERMIT — ❑ Other — Specify --- IV. (MECHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK (Provide *replete list of components nn beck of this form) Residential or ❑ Commercial Meat Q Space 0 Recessed antrri 0 Floor New Building Air Coed,tioning: ❑ Room entrel 0 Existing Building Oat, System: Material.— eknese ^" ' Q Replacement of existing system New Installation (NO system previously installed) Maximum capacity c.f.m. r " {.J Extension or add-on to existing system O Refrigeration 0 Other -- Specify O Cooling tower: Capacity gam. Q Fir. sprinklers: Number of heads. --- 1 Q Elevator 0 Msnlih 0 Eseeletor .._. .. (number) THIS SPACE FOR OFFICE USE ONLY ❑ : Gasoline pumps (number) (Received) 1 . Q Tanks.. (number) Remarks . Q LPG aenteiners (number) Q Unfired pressure waa Permit Approved by. Deis 0 Mien d Other — Specify ..,.......,.......—,.. ----- Permit Few . i LIST ALL EQUIPMENT �. .__ AIR CONDITIONING AND REFRIGERATION EQUIPMENT i ` A j Number Vaib Description Model Number ][aaulaatursr a t ) 1 cond. 381H024 - 2 IT _,..,_,_,. 1 _�� cond. �__ 38QH036 __,_. carrier __ 3 __ -,__ DEPARTMENT OF BUILDING 9108 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD 6r TL THIS PERMIT MUST BE POSTED ON JOB 6h 30 I A 1 i /l 4 /" 1 } 910U .t!fCftrt Date Sept • 21 19 87 u 6 3 0 IA 1 f' 1'' i n; F 66 t 5fC`1 Valuation $ 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 Scott Plumbing CFCO3S748 has permission to MACF install plumbing Classification New residdntial Zone RS -1 Owned by Hank /Kim Miller Lot 50 BlockUnit T T S/DOceanwalk House No. 2240 Oceanwalk Drive West According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4-0' Z Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up and h led away by either con- tract or caner. Building official. FOR OFFICE DATE PERMIT CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 1 410111* .4.114 o • / Jr CITY OF ATLANTIC BEACH I APPLICATION FOR PLUMBING PERMIT L - �C�t (&rw - /� JOB LOCATION 5-0- 3 Ce6�9/(wki /l� 2 2 S/O ng J. , dio PLUMBING CONTRACTOR 7q /ge LICENSE NUMBERS gFeo5,5 4' OWNER 6 :a z Ael BUILDING CONTRACTOR Lf 1Z/7/Z / t e TYPE OF BUILDING J //1/G'4 ,e,a6/// ,- SINKS / SHOWERS LAVATORY / WATER HEATERS 2 BATH TUBS / DISHWASHERS URINALS / DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER 4 gitio ( TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. r, O m ... C Cr p N y -- iv+nDZN • fD137 I a3 c _ o m oo,a3 N 1 r+ N G d .- tD �, � a A 5 ,f r T Z c N 04 A rp N Z 3a ° r o m w -''-8 `^ x 72 1, . ft m a N i► (.`v • . o2, N rD =ti c O - .0-� 3 n, � m J ro N o o — W 0 ■ ∎ o T r- . O � � p ,. Lb\ ;r . F O .. ` N vi 1 z k. ` nar* ° N. cro O D v 1 a ••••• T N D „ W �' m ? f'. d < 70 N 3 ro g iii " W 0 A 0 k Zm 0- S N 0 �' c -7 �° O Fri Mr o Si, Z C m Lgg m Il Rik m ea S 7 t0 I I1 K grit �c f J I , i O O 3 0 3 r+ 3 \ p -, C ,: m r+ < ? N f1 \ • x T a? ` O O f O, r. \' m 0 V CITY OF %die e4 - 744 Office of Building Official REQUEST FOR INSPECTION // 1 '9 Date k '4'"/ / -(1 Permit No. l �� "" j Time A.M. Received P.M. District No. 916 :!7°741' L-.. /Z- ,2 /r ,- 1Li-e" Job Address 7 Locality A " -- ) Owner's Owner's � '1 .mo v ` Il '-'= Name Contracto r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab / �i } A.M. Mon. / �Tues . 2 - ' - Y Wed. Thurs. Friday P.M. Inspection Made l`__ /�\\ g � Inspector LU _ C 0--- Final Inspection Certificate of Occupancy Date i 1 ITY OF ( J Jt '_ � 1 Office of Building Official REQUEST FOR INSPECTION di Date fr / lj�5 Permit No. Time A.M. Received P.M. District No. Job Address it / / Owner's ( /? K Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑0 / Top Out ❑ Heating Lintel ❑ Final V . Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday euf A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy Date CITY OF / 4& &4C - 4414. Office of Building Official / REQUEST FOR INSPECTION Date /—/ / " <' Permit No. Time A.M. Received RM. � District ` .a VO Ceo � Job Address //'� Locality Owner's Name Contractor l , / i — BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. _ Friday M. A.M. Inspection Made P.M. Inspector Final Inspection Certificate of Occupancy Date CITY OF 716 OCEAN BOULEVARD P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 '411 TELEPHONE (904) 249 -2395 January 15, 1988 Third'Floor Pre- Service Section Jacksonville Elctric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5753 -- -,2240 Oceanwalk Drive West Permit #5838-- Oceanwalk Drive West Permits issued to Allstate Electric Company. Permit #5756----2036 Selva Madera Court Permit issued to Bivins Electric Company, Sincerely, ' Rene' Angers Community Developmen iirector • RA /tb • cc: file • - -vim �� - \ / \ i -- - it . , 'N,, 7 0 / \ ; / \ ; / \ / ; \ / \ ; / 1.1,,. Trrttftraft of Mrrupattrg ,, ,t CITY OF Qhtic C`► • Rosida 44 flrpttitmpn# of Building Jniprr#ian' 1 �. Thi 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. Use Classification Bldg Permit No l ,,,y. \ Type Construction T 'T �, "' Fire District. t t ' } '' f ' : C' 1 Owner of Building I'' I k I'` t t r i 1 1 ° Address _.— _ 7 ( 1-e i wt ' w"' ;'Y` <.[Ctocahty r)e tld it.l) 1 . 1 Building Address ` }` Building Official Date. _ 1 T ` k' . te r' t `{,� 1 ` POST IN A CONSPICUOUS PLACI {. yr �` /r t \ 1 Oft ± � /i\ I� ,j ± \ , I�' .... t \ , .. t �f BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: January 15, 1988 Building Contractor: Carl Reese • Building Permit Number: 9106 Address: 2240 Oceanwalk Drive West Legal Description: Lot 50 Unit III Oceanwalk 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 Sin,.gle Family i Lowest Floor Elevation: 9.75' required as built n/a Sales Tax Certificate: date submitted * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: / Fire Chief 1/15/88 / - 7 - Public Works 1/15/88 Planning Director 1/15/88 3 �2" Pte a Building Inspector 111/88 KINCO, LTD. - FIN ALUMINUM MULLION, DIE #KCO -249 TB SERIES FIN SINGLE HUNG WINDOW COMPARATIVE CHART IN DESIGN PRESSURE - PSF wDw. wTH. a 24.000 28.000 32.000 36.000 40.000 44.000 48.000 WDW. HGT. V 28.000 383 375 375 375 375 375 375 36.000 255 238 230 227 227 227 227 44.000 191 175 164 157 153 152 152 52.000 : 153 138 128 120 115 111 109 60.000 128 114 104 97 92 88 85 72.000 102 90 82 76 71 67 64 84.000 85 75 68 62 57 54 51 96.000 66 58 52 47 44 41 38 CHART APPUES ONLY TO MULLION KCO -249 WHEN USED TO MULL TB SERIES FIN SINGLE HUNG WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF WINDOW WIDTHS AND HEIGHTS LISTED ABOVE ARE SINGLE WINDOW SIZES DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE INSTALLED IN A SINGLE OPENING. ATTACH MUWON TO SUBSTRATE AS FOLLOWS: CONCRETE OR MASONRY SUBSTRATE - ATTACH EACH END OF MULLION TO STRUCTURE USING FOUR 3/16 IN. DIA, TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1 -1/4 IN. MIN. EMBEDMENT. WOOD FRAME SUBSTRATE - ATTACH EACH END OF MUWON TO STRUCTURE USING FOUR #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 -3/8 IN. MIN. EMBEDMENT. PREPARED BY: PRODUCT TECHNOLOGY CORPORATION 250 INTERNATIONAL PARKWAY SUITE 250 CA010455 HEATHROW, FLORIDA 32746 24-Mar -2002 PHONE 407 805-0365 / FAX 407 805-0366 01 -0920 Doc # 2005265485, OR BK 12625 Page 2325, Number Pages 1 Filed & Recorded 07/20,2005 at 02:09 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State of S , Tax Folio No. County of o4� To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 12 e c — ■al \<- ) \i%1 AN‘AC..1s,.. � L 1 � z z3? Address of property being improved: „:9624, t �_ 2(/ General description of improvements: C Owner: / l �L 4 �t1Z L Address: a4 U ��P �'J /G�G �f/� zf) .?Z 2 Owner's int rest in site of the improvement: P 1��5�c�1 cSL . Fee Simple Titleholder (if other than owner): A l,, Name: I Contractor: u.�S__ ____ __ 6 1 4 Address: '--` ,,Ye,cNJ `Isz)Vw. C ( -1 • i3 7 Telephone No.: 0 1,0 S ( 7 Fax No: 0. 10 y„ /46i- ° 73-6S Surety (if any) 1.1 c �---� Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: /LA ...� Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: ,!\J 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 Statiips. (Fill in at Owner's option)