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Permit 941 Paradise Cir (vault) CITY OF ATLANTIC BEACH 1 " r s ) 800 SEMINOLE ROAD - 6 - -r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029352 Date 5/02/05 Property Address 941 PARADISE CIR Tenant nbr, name NEW SFR 1462RAD /2624SCHG Application description SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 253913 Owner Contractor BESTCON INC. OWNER 4400 MARSH LANDING BLVD, #6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit MECHANICAL PERMIT Additional desc . NEW HVAC Sub Contractor . CHAPPELL HEATING & AIR Permit Fee . . . 107.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 107.00 107.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 107.00 107.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. c �i BUILDING OFFICIAL 6' .--,,'4,-„,,, Z CITY OF ATLANTIC BEACH ,' r^) 800 SEMINOLE ROAD j .. .�: ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 '' tv!tl Application Number 04- 00029352 Date 4/19/05 Property Address 941 PARADISE CIR Tenant nbr, name NEW SFR 1462RAD /2624SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 253913 Owner Contractor BESTCON INC. OWNER 4400 MARSH LANDING BLVD, #6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . DYNAMIC ELECTRIC COMPANY Permit Fee . . . 105.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 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 ODES. i BUILDING OFFICIAL * * " ` CITY OF ATLANTIC BEACH .. ; 1 = ., 7 ELECTRICAL PERMIT APPLICATION u vv K . a, ,.M; 1 Date: L/ l /9 / : 5 �" Property Address: 4 7y/ 1 r _ S• i - h 4 -4- Telephone #:.04 3 7` Owner: .___. � . —..._ i Contractor• g.• -�. _ ..G_ 'e c .1.-4-- ' _ Telephone 1#: T/5 Contractor Address: j a- Cc • d_S- 6 7' ' ax #: 70.4 - /t 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 specifcations which are a pan hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. - Building: Building Type: Zil Trailer Ser ef: If other conswction is - 1 being done on this budding Residence ❑ Temp. New Or site, list the buiidhng CI Old t3 Commercial D Signs D Increase Permtnumber. 0 Re - wire ° O Addition Sq. Ft. D Repair D135 Conductor Size. ' AMPS: _ SO COPPER [] ALUMINUM i Switch or ' RACE Breaker AMPS P H / W "__ i VOLT % WA Existing Service f RACE Size AMPS PH _� W _ VO LT WAY Feeders: NO. SIZE — NO SIZE NO SIZE _ _ ' Lighting Outlets _ _Y_. ___ _ CONCEALED t , OPEN i Rece•tacles CONCEALED OPEN f .1 + — --P— ,, 3i inn antes Switches Incandescent -- ----{ Fluorescent & I L.X. _ M f Fixed 01oo •s — OVER :BELL Appliances _ TRANSFER. Air H.P.RAT ING 1 H.P. RATING i CEILING KW•HEA'T Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT r ------ --____ r -- -_.... i Motors 0 - H.P. VOLTAGE PH I NO. 1 OVER 1 H.P. PHS - --- _.._ _ f ( I P K QQV — . - _ R600V I Transformers }i NO. KVA NO. KVA No.Neon_Transf. I� I a. S ir Miscellaneous -- - ---j 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 ?hone: (904) 247 -5800 • Fax: (904) 247 -5845. http :l /www.ci.atlaatic- beach.fl.us 0 J J \J :drZ BEACH � . CITY OF ATLANTIC is1 800 SEMINOLE ROAD --_ --- = .• ATLANTIC BEACH, FL 32233 `� INSPECTION PHONE LINE 247 -5826 Application Number 05- 00030922 Date 8/08/05 Property Address..,' Tenant nbr, name LAWN SPRINKLER Application description . . IRRIGATION /SPRINKLER Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor BESTCON INC. H2O MANAGEMENT, INC. 4400 MARSH LANDING BLVD, #6 3731 C.R. 220 PONTE VEDRA BCH FL 32082 MIDDLEBURG FL 32068 (904) 246 -3747 (904) 282 -6413 Permit PLUMBING PERMIT Additional desc . Permit Fee . . . 50.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL BACKFLOW PREVENTER AND MAKE CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904.247.5839. 0 '' Fee summary Charged Paid Credited Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH a '" --'' ``` PLUMBING PERMIT APPLICATION 3 Rio 4 4 - ( 1 Jr ,..,.....,, Date: SV; ! r d -5' Property Address: 9 y/ -PgerzAoese. C r uz-- Owner: -G,(\) Telephone #: ,y0-3 Contractor: /le° /11ANA6-/ l t1f Telephone #: aga - 6q/3 Contractor Address: 37 3 / -Q-- ° I - 'Fax #: cR8'0 -l2Y/ 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, . ❑ New list the building permit number: ❑ Re -Pipe 0 4 / — a. 135 _ °1` - . Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters l/ Other Li4w,J "klee- - Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = U 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 . Fax: (904) 247 -5845. http : //www.clatlantic- beach.fl,us Oct. 6, 2005 10:42AM BESTCON No•0229 P• 1 FROM :CLARSON 8 ASSOCIATES FAX N0. + 396 2633 Sep. 27 2005 07:51AM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 4 • AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT 900x 57. PAGts 3t 'THROWN 31C OF THE PUBLIC RECORDS OF DUVAL. COUNTY, FLORIDA. WARM RE Nom_ DEARING SHORN ON Pt 4T -OF -WAY LINE /FUN IS THE SANE AS SHOWN ON THE ABOVE MEN1CwED PLAT NODE! THE PROPERTY SURVEI'Lt1 HEREON APPEARS TO LIE VOW FLOOD ZONE 'X' AS SCALED FROM THE FLOOD INSURANCE RATE RAPS, COMM/NM PAWL NQ 120075- 0001 0 , DATED 4 - 17 - 69, EZEVA770NS SNONN THUS () REFER TO 77;E NATIONAL GEODE/1c VERT/CAL DATUM - �_~ e.----. LEGEND: ■ • mom 1/R" 17774) CERTIFIED TO: ' O SET 1n• mow M ,) ? MELISSA CARR AND KERU COREY RAY A1047 OF our ' O0IO SAVINGS BANK Pc own OFCURVA7UR6 OLD REPUBLIC NATIONAL TITLE INSURANCE CO, PT :POINT or 7'04004CY DEBORAH W. TAYLOR, ATTORNEY AT LAW, P.A. OVIL0rNC ResnaClroN tie Ff. Utv. ANISHEO FLOOR EIEi.YAnON c,INC. • G040 1E , • TRACT "C" --- LANDSCAPE de DUFFER S89 0"E 55.00' It at .1 LOT 4 I g • I ` / ; ! • SCJiEEEI, . ST !°P. , f -,..1,e 6Y w • 11 I 0 N I . .... A P � . I ■ TWO STORY O I-• a . 1 RE DENCE I * /I941 i. I 0 M I F.F. ELEV.-(12.45) * • w GOING • iN 6 9' d4' PAD I II z I . .,c 0 I 0,7RY I • 1111 (n �ftl - I • •4 - 1 •" - 20.7' 6.7" . :, •, :' TELOAdoW\ • Rte ti.h.,'.,, �4 ~� (ON Lp1E) •• N' !w + : PC 150.24' N89'50'25 "w 55.00' 13.52' PT PARADISE CIRCLE (IMMVATE 5o' R/W) Manna 1 2TANDAROS FOR LAND SURVEYORS I A MY ACCORDANCE SITN CH 61616 E FLoRIOA ADMINLSTRAIK CODE (PURSUANT TD SCCJ70 J 472027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT Ar r 4 THERE ARE NO WSISLE ENCRCHMDVTS UPON THE SUBJECT PROPERTY EXCEPT AS 940*?'. G.ARSOH AND ASSOCIATES, INC. �....... , SURVEYED: SEPTEM ER 22 2005_ PROFESSIONAL SuatvEYORS et LdAPPERS /111nRair j tf43 NALDO AK.. �CKSO4rrus, P7.. Aszor ••••.: SCALE: 1 h '20' 0724) xa- 3 O. 77o4 C L A R S 0 N FIELD 114071: 779 PACE: 49.59,61 REM %LION NO. Mal. FLG71/0A 0. _: n f' i A T E '> FIELD BOOK: PA GE: E A. HILL JR. r Not VAIJO WTHOUt r u a c s s E C , /R ' V is wt. Received Time - eo.27.• 8:10A Building, Planning & Zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: qice. 05 Contractor Name: tb --fr' d 14 Permit #: 04 — ,9g 959 Property Address: 94/ P .v Ci r C I v Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: vy Single - Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: /2 6 a- r Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ` — Public Works J '- u :, —� ` ``] I 1 a-' . Planning Dept. JO . to . oS' / - " S S/ Building Dept. 1 I " .0S / O -/15 • co r f 7 Pt,Q..» t c -t; lk r - / V-6-5 - . d Final Survey with FFE V Yes ❑ No All Re- Inspect Fees Paid p Yes ❑ No Page 1 of 1 Cunningham, Kerri __ �__ ________ From: Clemons, Malcolm Sent: Monday, September 19, 2005 3:31 PM To: Kaluzniak, Donna Cc: Cunningham, Kerri Subject: RE: Final Inspection for CO Donna- OK. Backflow Preventer is installed. Malcolm From: Kaluzniak, Donna Sent: Monday, September 19, 2005 8:10 AM To: Clemons, Malcolm Subject: FW: Final Inspection for CO From: Cunningham, Kerri Sent: Friday, September 16, 2005 4:34 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Subject: Final Inspection for CO Jeremy with Bestcon has requested a final inspection for a CO for 941 Paradise Circle. The permit # is 04- 29352. Jeremy can be reached at 509.0159. Thank you! Kerri 9/19/2005 u1LD ,t,„,,,,,,,, , ,,„,„. „,,. OTI C E o �' ' x ' ∎V � OF Ag RT M 5 u 0A156111 0 NS or CORRECTIONS V d DO NOT REMOVE JOB ADDRESS DATE gLl 1 ?PsizAD‘S c L Cf -[vs THIS JOB HAS NOT BEEN CO MPLETED The following additions or corrections shall be made before the job will be accepted. P k_ tM — ., ■ 2.) 0 0., t L.. ri-k-24,5 q &/ 1)) ?L u9 4 ce5 A 71 e- -- Zofl 6 0 S a2 $35.00 REINSPECT FEE 0 NO CHARGE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover to cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have BLDG been made contact the Building Dept. ELEC at 247 -5826 for an inspection. Office MECH hours are Monday through Friday [II ..,, ---- . . .. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 V INSPECTION PHONE LINE 247-5826 -- .4A--- - Application Number 04-00029352 Date 2/16/05 Property Address 941 PARADISE CIR Tenant nbr, name NEW SFR 1462RAD/2624SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . • 253913 Owner Contractor BESTCON INC. OWNER 4400 MARSH LANDING BLVD, #6 PONTE VEDRA BCH FL 32082 (904) 246-3747 Permit PLUMBING PERMIT Additional desc . 18 FIXTURES Sub Contractor . DON HARRIS PLUMBING Permit Fee . . . 161.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/15/05 Fee summary Charged Paid Credited Due Permit Fee Total 161.00 161.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 161.00 161.00 .00 .00 , PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /sr i BUILDING OFFICIAL . _ .,, YS y CITY OF ATLANTIC BEACH ' APPLICATION FOR PLUMBING PERMIT r - i—, l ' 800 Seminole Road \' Atlantic Beach, Florida 32233 q3 ...._,..2 1,,i r.).. (904) 247 -5800 047,2 Job Location: v4-/ / vdoac &e, lik-37v(7 Owner of Property: 41\ i Tel _ one :`A /I /' ( - 706i/A_.- Plumbing Contractor: � 'V 4. C , i' / 9( SQ Contractor Address4; ( `% ) 4 /' A3-0 7- ral v) *-- - Aa ejlia/ ‘ ' : 1 . , c State License Number 0 C O /94 Telephone: 7 � 690-' How many of the following fixtures: New or ❑ Re -Piped SINKS SHOWERS ,) LAVATORY / WATER HEATERS A BATH TUBS / DISHWASHERS URINALS / DISPOSALS %.5 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS / / / SEWER /' WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $3 00 Total Fixtures: / X $7.00 + $35.00 = Signature of Owner: Signature of Contractor: \_____ _-#,-/------- Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247 -5826 Alpine Engineered Products, Inc. ,, a 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 DocumentID:1SMJ151- 2 0426120316 Truss Fabricator: Man Building Supply Jobldentificatio D1118 /RE -- LOT 4 PARADISE PRESERVE (1118 /REP LOT 4 PARADISE PRESERVI Truss Count: 10 Model Code: Florida Building Code 2001 Truss Criteria: ANSI /TPI -1995 Engineering Software: Alpine Software,Versions 7.11, 7.04. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A ,!.)\:' Wind 120 MPH ASCE 7-98 -Closed Seal Date: 04 /26/2005 Notes: 1. Determination as to the suitability of these truss components for the Engineer- structure is the responsibility of the building designer /engineer of -Truss ss Deeesign gn Eedngin in record, as defined in ANSI /TPI 1-1995 Section 2.2 Florida License Number: 58752 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Driv on the individual truss component drawing.. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced Job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the FOR /building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details Ref Description Drawing# Date 1 83922- -T -6 JACK =SCAB 05115274 04/25/05 2 83923 - -T -4 JACK - SCAB,' 05115275 E04/25/05 3 83924 - -T -7 JACK -SCAB. 05115276 104/25/05 4 83925- -T-8 JACK -SCAB 05115277 04/25/05 5 83926 - -T-5 JACK -SCAB 05115278 04/25/05 6 83927 - -T - 05115279 04/25/05 7 83928- -T -5 05115280 04/25/05 8 83929 - -T -6 05115281 05115282 04/25/05 25 9 -T -7 04// 10 83931 83930- T 8 05115283 04/25/0 5 Repair Charge: $45.00 per Customer Agreement. Amount to be invoiced separately. 111111111111111 a N N O g co .4� � �O v) N a III " M cc 0 ,y _ 0 u7 ,n 0 N I `_' x CO N O Q L0 LC) r+ X CO _=.= n , d- , m ' O 7 °' >}- / M , --� O D CO ° pp �'�� LXC) V) W m N f 00 Ma a , - W L" o o w N U W I 3 W Q CC L> W CC CC p ° S t/') W 7 ) (7) V) V) z i V)I o . , a a D_ a o_ o O O O O O LP I CD o W n LP O Nit '-i N a ° Q Z J J J J J W W I II = ° J J ° ° a N r W U C> U C> O O n- a. 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'''.1 'n J W = Q = = CO m • > - F - V) __ Z - C . = O O V) M 2 a 4 ", V V - V p 0 Q CO J F- W= J - p V) 11 'O y... 2 N O W d V X Z O ¢ CD __ J g F - 0 a n' . 0 O I- F- Z cC V) CO W Z J O !- ¢ N = a. 1-1-1 � Laa F- CO < = ¢ = p N -J Z J w - - +i Z¢ = O Z Y ti W ,--1 Q U' J ›. Z b T4. - �'. CC p i-r J E O d Q N m Z= w d ¢ CC F- = CL Z aD O p N Z ¢ •-+ F V) _ O 3 • _ _ , _, L., • = - 0 W O a) Q G c LT a W a T LO m U o 0 CC CC CC CC r) o- W - M La-1 o CO w 0_ z w ¢¢ .-+ c 7 w Y o= CO W w a) T. f = a¢ p U I ¢ O F U z z H w II = N F- W F- 3 W¢ z z ¢ O w - V) W J W Y ^ ~ r= = W a' F- V v J . K CC ° O ¢ + d 1 -' F d' w W z 7 M O O u, LL 01 N o L c 0-) CO to in r---- �I N o Q r 1 LC) CD II I M � Lc CC O 17 CD _ ,-- O L W M = (/) CI- X X 11 .-I � V ,.-1 x N X III ' t Ir I a) = Z N CJ -- .--1 W W Z W Li F- 3 CY O W 1 N X W Q U W CC EY. o d' - 0 = V) W 1 7 w \ \ \ W W W W W () (n N (4) ,, o D 0 o_ = LO Ln 1 O o O O O O O I o W O r--- 1 O N N �. N V C7 • w CO 111 0 QI Z _- , 1 J J J J J w X r.4111 � •--i J O O J U <1- L.L. U U U U O = 4_ S o I- I- CO CO F- CI V) rn o re Cr, CO c. w 11 l a N N M < `-• :Y N T �, M . N ► • — l iii o��, i 5 ..1. V V' d' J ', 00 + w Z / #114....A..4— CO c l0 \� \ + g F— / . y N. 2 • L 3 �� n CL �_ l0 P■ ►;" ± -/ .,4 ( . ±/ 2 CD\ i E U Lw II ��', p £ o - z v) • o - Ln = - w W �, - f. Y c O V) F J O • ■--I = r — L) LP • O W ¢ d F- ¢ N '-' - - O N z CC W 2 0 • V) Z . 7 z ¢ 0 2 0 3 z V) W O 4_ a _ O = F- O z ¢ = W = F - W _ cc E z N .--� N N O Z F- ¢ N J J F- W _ , 3 — F- v, N O O¢¢ V) = O Y CC V) V) O 2 = co OS z m N - w N CL' w¢ 2 CC L... 2 • r • _ _ ._t- N F- ¢ 3 3 C7 m = W 2 CC J _ t''' % L.L. O O O z CL' = Cl- F- W CL L - N p to p w Cr . = F- V ¢ m d U I- _ '; z • Q CO • V ..-. W w -) z w I Q z 2¢ ` Ol W W = V J O CC J Z M 2 d I- ¢ n_ 3 W¢ 0 < W Z J J Cr _0 — c O co w N d F- n_ z w C.7 0 �--� J w r _ _ 2 - m= J Z ¢ W CL _, F- o=$ Z V) 2 2 V .0-� CO I- Z O V) - • V L._ O O> ■ F- •= F- cc W J •--• CC c. ■ _ N w W to ..-1 � c.7 •--, -� V .---. CC L/1 ¢ w _ a _ p = • • L.0 V) CC F- z F- 2 3 0 •--• V O U J - f u . N - (•:, < K •--' 2 X W • - - _ cc cm w CL J V) W CL' ¢ V) CO 2 CO CO N W V) O r W n_ O CC w = I- O O n- m 2 @.) >- = I- O F V) Z C7 �' p CC V I- O E .-+ Z O O c £ -- CL c Z L.J CC w= ~ 0 d O - V' 3 0 J c - 2 Z • F - V L.L. W Cl = m z 0¢ - L.1 O N 4 "" < w N O¢¢ V = Z CG N ¢ w F- w F- • F _ - CO F- V) ¢ M _ • ▪ F- N Q J _ m w CL • w (1) 2 o o ¢ V - p O 0 ¢ W V V) I- CL' O LL m 3 m F O ¢ = W Y Cr — . - . = w v) W N O 2 U F- w c7 CO V o - L-, W I- = c.'J 2 3 ¢ m z N v= in < 3 W C7 7 J !--1 V) O d w O = 3 F- z Z Q= N J F- Z = CL' O I\ Z 0 3 , • -.. I O C'3 N z O z 0 d' w Q = w =- LO Ln >- z z O w o = Q C7 n_ 111 C F- I C' - W O J ¢ O = CC • 2 2 z Z n- I- F- c F- F z > W O ¢ V) h - J w 0 < E = V) 1--1 O - w O CC Ln CC V) = .- ��.'re "' ..--, x p < CC Z a_ cc V L) V O O ¢ M J F- W= J D O ! 0_ �'a ■ = V) O W CL V X 2 0 Q 2 CC J - W V) CC O w F- Z F- V) CO W I- J O F- ¢ V) •--, n- F - 2.>7.-1. F- C7 F- N Q n' 0 N z J W w 1-) 0. CC Z < = O Z Y .-+ w .-. ¢ C.7 J I- 11 I-- 41 z ` t.- < ce ▪ 0 w J O Cl- < U I- ¢ V V) H w 3 d F— n- ¢ O 0 V) m 2 2 W co n. cc ¢ (5 = z � - __ V) z ¢ F (n N o 3 d t w - CC - •--, Cr (7) C U CC 3 - V (5 cc ¢ c - , cc ¢ O • • = ID w O V) W cc --.1 • -J � C .. 2 d Y m V V) O C7 CC CC CC CC L.) • • 2 • Q C O• w m W • r w _ W w ._ = O CC Z L.L < (5 Y 0= c W^ C . F- 2 2 Cl ¢ 0 V - Q F O W () LL >- S V) Z F- L CO = V) F- W I- 3 L.- < Z Z Q O w F C • V) CC J 0 • • ¢ O V) F- ¢ .. O W = = CL' . p, � 1-. V) W J W Y F - • = LL_ CC W I-- V + "J J o cc w 0 co, ¢ W F- CL' w w 2 '-J X • 1.0 ^ O y N LP M = r L. C) LC) O Cl O I LC) m - ■ cr , C O 17 ,--1 • ,: O '7 CO F- I I LC) c LLJ = N e-I V U O III = ° C v cs 00 0o LU w z J N X X CO L.L_ F.-- 3 C7 0' W M C) v w Q cc L) w C i C N III -.I N d' p p = N Li 17 0 I. .... ..._ . z .--1 ' I LO W i ti 11 Li f X X N N V) N CO o M a a a a. a M INIAVA ed O O O O O NI O o ; ` co W O N n LP O 1--1 N X '\ o. M • UIO z p Q Z w I ,---, J J J J J w cl J p p J • U J 1-- CC Q w U U U U 0 = a- X F- F- CO CO F- p N U cc CO , % o S cc • .,_.. • Z Z N I OO , 7 O F- cc :u.. / o: z X + C V) 1 0 4■Cf �� S / � o - • L (/) vim) � a`� \fit \ + - - — r • . ` 3 CL • (`:(_I X X X 4744f"'. ••• G•••• •• • '.� I N N N CT —\\ ;.. . - o 'O N •r �� 0 L 1, to ' + / LL 3 H , + O O 0.. w E c E , ._ n, ... ® I � �� U _ L p - 0. O] N 0 L() - Q W w Ol _ '^-=i-f- V 2 < < O� _ N V ¢ ¢ _ - 0 N F- J O a ra - Y O W C ¢ C I • ¢ • N - U c, 0 • N Z F-r _ _ • _ • - ¢ O • N Z 0 w 3 2 N W O - 2 CD Ln O 2 F- O Z < = w 0 F - - Z ` N N O - F - ¢ N J -J F- CO 3 < = N N 0 O ¢¢ ` N _ O 1 < 0> C CO N 0 Z = 7 V .4_, N - I- = V C Z m N w = C W¢ r = - N i -. F- ¢ 3 3 0 . m = w 0. - C 0. -¢- _ w O O O Z C m 0_ F- w C1 •• V) _ _ _ N V ¢ m o U F- _ < M • U .--. 0 . w . J 2 ~ W F ¢ Z ¢ o W W 2 CJ J O C r. -J 0 F- = Z M cc d I ¢ d 3 w¢ 0 < W Z J J C N _ _ _ O co w N C d F- d Z 0. Z Ca 0 r. J J r _ = m 0 J .Z. ¢ W C _ F- ot$ Z N = = V .�-. m F- Z O N V L., 0 O> J r - . C N f. W W W N I --' J V '--' V 0 CC V') < W J d d = p - JJJ N C F- Z F- �--' Z 3 0 V O V J _ - _ _ - 0 ¢ C .. z X J • C C 0 C ¢ V N= > 0. 0. < 0J O O CO - Li! 0 = J CO W 0 ¢ N CO m m N W - N O CO w d O 0 w = `� 3 - s La1 = !- 0 O d m C e.) > = F O F - CO z U' • V F- O F- J 3 ■ •.• Z O O N - __ d = 2 W C W 2 0 0. 0 - V' 3 0 J N _ -_ Z h-- V Li_ W C- = m 0 0¢ V W O CO < •--' ¢ = O V < (N < w 1- w F- CO F- CO I- C d 0. N < V M 2 C N¢ '- _ F- N¢ J W m 0. d • w N M 0 0 < V c - p 0 Lt, 0 < C L., U N F - C 0 CI 0 V CC m ,--I F- O < = w Y C F- CC . C 0 0. N W V) 0 2 V F 0. 0. LD V V 0 i • n. Q_ u -- a -< ¢ 3 LO w F 2= 2 -J = 3 < 0. Z N N 0 r ';' - W O S 3 F- 0. Z W 0 '� J 2 N C 0 z F- 3 2 Z¢= N J F- H = 0 C O C I-I ...Y L O C7 N Z O Z O C W ¢ N 0. 0 h 1--- .-1 0 J ¢ O ----, = m • = (0 Z Z ' O ¢ C Z C C d F- F - = F- f Z> W 0¢ N d .J w N¢ (0 = N- O w O C CO C N 2- t -. •y C = O 0 N m • >( 1- N d Z d y.° V V ^ V 0 0 < M J F - • W= J M D O •p ° w •' 2 N O w 0- U X 2 O < M C J F S ,> M C o L, F 2 F- N CO w F J O F ¢ N CL- W p, i ° F - C0 F N < C 0 CV 0 Z J LLJ F z Q . Z < = O Z Y r( W .- < (4> J F- 1� N � yy TL'�i„ 3 • 0 .-. J M O d¢ V • F- ¢¢ V N > d N i`,..,‹ Q w 3 a F- CL_ ¢ 0 0 ^ CC) CO Z 2 W a C < C = Z '7 w N Z¢ .-. F- v d 0 3 p �".0 ° L. F- C ^ I--. C N . C 3 ,-. V C N F- ___J - • =p N A cc ¢ O C ¢ O •• 0 0 w 0 N w C Q CL w d > - N CO V O C.'3 C C C C W C oc.C'« W O CO W C Z L11 ¢¢ . --1 C7 W Y O 0 U' W W r.0 2 C F- M C Cl. ¢ 0 U F- ¢ O F- V CO Z F- LL. >. G CO 0 N Li I-- L F- 3 W¢ 2 2 ¢ O w F I C_ U N C J 0 •• ¢ O N F- ¢ '7 O W 2 Z C Ll L . N W J W Y F- ') = Li 0 C:C . 0 Q + v J p C w 0 O '7 O- F- C w W = u,�o� I o W M CC I m CO N o Q it LC) o N — I I .� N w 3 = III 11.1.11,12 x r = z � Ia w W z = W W F- 3 O O W X '--I cn W Q = V W CC CC o CC O O S I cn I u_ '-7 0 W LL W W L_ E LT) L/ c/) c7) n c CI d. d d d d c e° % CO O O O O O LC) O • .I W O 1"-- LL) O ■--i N o N (' V C7 • z V ' 0 Q Z w 1 ' _I J J J J J W I J O O J • d Q 0 0 W V V U V O O 0- 0 00 F I - CC) 07 F- Q to = I� rn L. x �� co o y LL xle r. T ,„.„ ,.., ., .1..7 u- ;,sy a...4 n i l VA CO cz X EM - _-, M j .--, O CO roexamou - W O CO LID 1 F- / W L ) M F 0 f \� \� \t\ A \ V) / CD Lt t 4: t —/ 0') - v _ V) ` I O N O J O E 1I . 41111 _ _ O W K I- ~¢ • N Z +/ G o cn Z CD W V1 CD 3 z v) w 0 E \ N o O LL J W ! K Z= a U c E V LT) CO ijJ z 0 w F- ¢ • O K ! i ilMil ` : _ _ - 3 w Q O w z J 1/ Iht \� \ \` w -_ _ J O Z ¢ W W _ • S = U r-• m I-- Z O N 0 4.= Z ✓1 _ _ U W O O r F .= d' W F < W J d' N _ W N h- Z H z 3 0 V F x U J W _ _ C] ¢ U N c r I w¢ W O O W CD L J N W CD ¢ (n CO CO CCD V) W _ V) O w a. O _ L ' - _ - CC W = 1- O O d CO C C >- Z F- O N Z O _ - 0 U 1- O F J 3 z 0 0 .--= _ __ p_ Z w — W S O d 0 Z C-D 3 0 < _ _ I 1 F-- V w W Cl- S m Z O¢ _t w O O Q ¢ V O U Q cLT) ¢ W F- 'y < _ _ V) 1- CO F- 2 w w N ¢ V M Z CD N¢ o _ - N ¢ J W m W d • W In 0 0 ¢ U O O ,) O Q d' W V to H cc O d m -= G - Q 3 CD W ,- = S U' J S 3 ¢ CO Z N V) O CL_ W O S 3 ' J to C] Z 0 3 0 V) Z z¢ = CC J V) .Z. S a' O In C O Z N Z O Z O W ¢ N S W 0_ u w •-∎ r z Z 0 = CC O O Q C7 a M I ❑ r I- o J ¢ o S m E z z O ¢ CC z 0_ CC n_ I- F- c 1- M z r w o Q V) , y J = O C] N O • W O �' In a' ✓> 2- .. C m r I- V) 0_ z N 7 � U V U O O ¢ co J 1-- w S J M 0 0 01 � - 'C 0 W C = to p W Cl_ U X Z O ¢ M CC J CO I O >. Ikt„ 11 O W H Z F- N W W Z J O F - ¢ N r - . M L1.1 '0 0 5 O 3 < = ¢ C) p N 7 Z J W C Z¢ = O Z Y •-• W .-. Q C:7 J F- O) > H y pill s. C) 3 J f O Q- Q U • V) ¢ Q U V) y Q w 3 a F- d Q O C] ^ Z m Z S W 8 & . d a:4 _ d' = Z ""J W N Z¢ .-. !- to a O ,,`- O) 3 C.GU d cc ¢ o cc ¢ o •• x CD w CC LT) w d w d r N m U O C7 z CD 0 w •• d G n• w o m w a_ Z w ¢¢ •-+ - w Y 0 0 = C_D w W W �- E a ¢ o V H ¢ O F V Z LT) Z 0 W r In W J W Y F-' O i W V 7 J C1 CC w O O ¢ a. n' I- CC w W 3 ' • f L CV Ln O N p Ol O 0 LC) C O LC) u') 0 O .--/ cr N CV 0 Q OD LO LO 0 m M I u', o } D! LC) 7 o , r•-I O •". r7 •--1 0 LC) C W = N i • N 3 O i Z co +0 • 0 LU u Z LL • L.> v- •-) Li V 3 O O w 0 w o V) LU Q d' U LU v' 1 CC d CO fY 0 O = V) W r 7 - Y • O ° • Lc) • o `V C I • V Z LL LL. LL W LL C - . J 0J O n M V) Cr) V) Cr) V) m -0 J J I- LO O� d C1 0_ O_ d O Q Q .-_ 1..c I O F- z> : O O O O I O I N J 0 'p a' J O N. LC) O I N ,-• ! N W 0 w d W N ,_y 0 3 CO 2 F Q 111 • J 0 = d (..) .. J J C C X (b M • C �, CJ J w N • 0 - /\ , J J J J _J u_ • O) >< .-, J Z Q' III �r 0 J 0 o W a. w 0 - d d ^ '- X J H CC Q +' LP N Li U U U U O = a- • Q H Z U ,. ` LL Q J O O V . U J a o CT) C W < , CO f0 U) Q •.. a_ c o > m `k N s Z • Z 1� - :1fy .�. �•� OD E LO y��.g. d. •",i o 4d Ln •n d z i' to Y� i D O III �� O � ) C Q iH LC) - o LC) 4 , O C 3 . to CZ C ul V L E N , — O . I I 4 - �� III N J N 11,1• Lc) •••-1 3 0 O X Lc) co L O U - CL m = W III �� 1 % % `7) o LO S - 1/) N Ln _ > r, _ O .-I = i w I- O CV LO d. d = V N W 0 V N N L V) Z e-∎ N CV • • N - Z W 4- V) d .-1 L) I- • a = w O O N 0 - _ " _ - N . - _ O r F-- O \% 0 _ - - co • cc O V LC) — `� � ` \\\ • _ ,Jy Q ti X l. C) r 1 _ _ C.-) N CO M r-t _ 0 f _ _ a c_ 7 - .7 - cc > W K - Lr) - - - _ _ ;.- N O O c C/) 2 ,I _ J ■- 3 W � N ,--1 L4-1 r) 2 (1 , ..0 01 U - a .� c0) 111 o_ V 1 vi a Q Z 2 V) J G = I-1 G K Q d 0 �'7 Q N N M V CC V) d 0 a V = rn I O > , g _ M ✓ as a. N 0) v z 0.. 0 t I - Q Cr V J V) ch LO d d o X J V N >< 3 2,V N N N ,--1 0 03 , -O 0 N r O 03 U O 2 Q W + 0 L L.0 L O 07 m 1� I >- O 0 v •a = = H L � r pp L L 3 v U I-- J J • O 0 0 O.' Z O_ . CO c0 O cv W 01 0 NJ . CO r, C I cc L co LC) in O LC) r-i N O Q 61 LC N - w —. r— m r--+ O •-- '- .- o O • W = N a m N 3 r-+ r W W Z 1 `-i U W 3 , Q O� W z V 4- I U W Q K U W CC C o O N Cr) V) CC o O 2 Cr) W ' n +-, LC) N z O • O W W W l W 0 �M M � J O d d d d d o v' o c0 .---1 Lc) O N v �` Lc) O O O O O NI • a " N W O Ln O NAY r N o O N C) .,-- ro I 3 0 O J 3 O X CO • U C7 U or "' — A o Q c0 . Ca- •� J J J J J L.L. U o rn x `° III u X = J J o o J o' Q w O n LC) a' W U U L> L) O = n- " L.0 ,-4 rn I- I- m o] I-- o N ce o a N .. V a r a. cO J [a �'� 0- C n CV JJyJ��e ^^T� v' co co ta •LL. 721`.1 ....,- i ce - ac' 7-II +y 1 . LCD 0 —I • L III ill ° �j j � Q W- N 4 C O y LC) C T IiI Ln N L o o_ U o_ Co _ Lw III 16 \ \\ ? N >< LS N O x x F— - Ln kcn L c/ '7 _ - _ _ _ _ O O, � r+ H LC) _ d o C N N . . - C W N _ _ _ • : ' " - : : : : : : " Ln N N ri r - = O H O - X LC) ,--I J Q M X ,-1 W N M U _ n 0 O O M o 2<, 2 J W N N CO Z L'3 Lo CS) O, V 0 rw G M I N d = c , o d U 1 U y C Q Z Z N JQ O.O M G y m Q N N CO V C _ I-- Q.�`- x = • w O O M Q N N N 0 F— Ql ,. Cf LC R `ed L` © V V' J N X 3 � U X x x d r, J •_o u N N N Q G C Ll..- O Q C P. L co- 3 L O m 00 L . r I O O cu r0 2 r I 1-- C — L L 3 d U ti G u. U U m J J ro r) n++ 4..- a © O O a Z z CT CO •c1- cn . c Ln cs 0 = ' -, 00 '---_ „. u_ cc, 10 Ls 0,10 1 .--4 , - C....) CV 0 af cr, Ln = ao = LCD ' --- /--, ----- 1---- co • •1. s ,-, CG LO r •LI - 0 •--1 CD ,--• . 1-1 5 I- • 0 F- li - Lf, ,--1 c..- , -I O +-, ,--, = = L.) C_D v.) = 3 • • 0 4- L C•1 H .-- rcs Sol LLJ I 3 Ls_ 17/ 0 Ii) ,-- 0. C.) LI_ I-- 3 • I 0 CD I LLJ z I--- o V) LU at CC C....) 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N LO V U V) 3k Q Z CL_ :--: N p p c,_ CJ x Q Z Z CO JQ 0- O ■--i C CC a_ N N CO CO < = d tj 4- N H "0' d d d U w • O N N N 0) _ > z 4 j t'W 3 0 v Y O V V V J I- I-1 N i .6 CO J X X X V) 3 Q_ C�U v N N N O) -I •�O d n, C 03 LL- O I-- 'O N O C U U V H H 0_ O U L L_ _0 L O m CO CP.- O O O 0 _ = G - At" CO -0) -0 3 0 w V O I- C = U . - + U U m ......1 C. 0 ,- 1 J I— - a a.-I Y J p 0 O d Z d 941 Paradise Circle Page 1 of 27 Inspection Report Prepared For: Melissa Carr Property Address: 941 Paradise Circle Atlantic Beach, Florida 32233 fr Taylor Inspection Services, Inc. Steve Taylor 1518 Penbrook Drive Fernandina Beach, Florida 32034 904 - 206 -0370 Ho auie http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 2 of 27 Date: 6/1/2005 Time: 2:48 PM Report ID: 060105 -01 Property: Customer: Real Estate Professional: 941 Paradise Circle Melissa Carr Atlantic Beach, Florida 32233 Comment Key or Definitions The following defmitions of comment descriptions represent this inspection report. Where repairs or corrections are recommended, we suggest that you consult with your builder for resolution. Taylor Inspection Services, Inc. is not the final authority. Our inspection report and fmdings are opinions and recommendations of the inspector. In areas of dispute, the licensed professional in the specific field, or the code official for the jurisdiction, is the final authority. Inspected UN) = I visually observed the item, component or unit and if no other comments were made then it appeared to be functioning as intended allowing for normal wear and tear. Not Inspected (NI)= I did not inspect this item, component or unit and made no representations of whether or not it was functioning as intended and will state a reason for not inspecting. Not Present (NP) = This item, component or unit is not in this home or building at time of inspection. Repair or Replace (RR) = The item, component or unit is not functioning as intended or needs further inspection by a qualified contractor. Items, components or units that can be repaired to satisfactory condition may not need replacement. This home is new construction. The footers, foundation, slab, underground plumbing, exterior wall and roof sheathing, moisture barrier, partial siding, and roof coverings were in place at time of this inspection and are therefore, excluded from this inspection due to inability to inspect beneath the surfaces /fmishes. Please review this report closely to determine if any item or component was not inspected due to incomplete work or no utilities. It is common that a new home can need painting or caulking again within the first 5 years due to normal shrinkage of new material. Settlement cracks found in homes usually occur within the first three years. Most builders give a one year warranty on materials and labor. For this reason, please consider another inspection within one year to get the most out of your warranty with your builder. Age Of Home: Home Faces: Client Is Present: New Construction South No Weather: Temperature: Rain in last 3 days: Cloudy Over 65 Yes Type of Inspection: Pre Drywall http:// www. homegauge .com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 3 of 27 General Summary Taylor Inspection Services, Inc. 1518 Penbrook Drive Fernandina Beach, Florida 32034 904 - 206 -0370 Customer Melissa Carr Property Address 941 Paradise Circle Atlantic Beach, Florida 32233 The following items or discoveries indicate that these systems or components do not function as intended or adversely affects the habitability of the dwelling; or appear to warrant further investigation by a specialist, or requires subsequent observation. This summary shall not contain recommendations for routine upkeep of a system or component to keep it in proper functioning condition or recommendations to upgrade or enhance the function, efficiency, or safety of the home. This Summary is not the entire report. The complete report may include additional information of concern to the customer. It is recommended that the customer read the complete report. FRAMING 1.0 WALL FRAMING Inspected, Repair or Replace Master shower framing/layout and depressed concrete shower pan appear to be not per plans with respect to location/layout. The wall framing on the shower control side is "floating" above the depressed shower pan. 6 be tj 1.0 WALL FRAMING Inspected, Repair or Replace Wall stud at upstairs back bedroom at wall above kitchen is bowed. This condition may be noticeable when the drywall is installed if not corrected. http:/ /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 4 of 27 1.7 TOP PLATES- BEARING WALLS Inspected, Repair or Replace The double top plate does not appear to have adequate bearing on the stud below and is not interlocked with the intersecting wall of the dining room at the front door. This plate is supporting girder truss T -3. Recommend installing additional stud for bearing. 0. 1.9 CUTTING AND NOTCHING OF PLATES Inspected, Repair or Replace Anchor bolt missing within 12 inches of bottom plate splice below master toilet window. 1.12 HEADER CONNECTIONS Inspected, Repair or Replace Porch header supported by double studs at garage has a full length stud on the left side but not on the right side of the header. Best construction practices would have a full length stud on each side of the header. 1.14 COLUMNS Inspected, Repair or Replace Recommend checking with builder for engineering changes at column at base of steps. Due to alteration of trusses above, the http;// www. homegauge .com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 5 of 27 header supporting the modified trusses above the kitchen/great room area are now supported by the column at base of stairs. This increased load my require additional engineering with respect to bearing and uplift requirements. 1.15 FIRESTOPPING/DRAFTSTOPPING Inspected, Repair or Replace Fire blocking was not installed at wall cavity above electric panel to bulk head in garage. This space should be sealed. C. 1.20 WEATHER RESISTANT MEMBRANE Inspected, Repair or Replace The moisture bar wrap appears to be incorrectly installed at the base of the bay window at the master manufacturer bath. The barrier should be installed with the upper layer over lapping the lower layer to shed water. Check 's installation specifications at www.owenscorning.com/ around /insulation /products /pinkwrap.asp 1.21 FLASHING/PENETRATIONS Inspected, Repair or Replace All penetrations through the moisture barrier and siding should be sealed to prevent entry of moisture into the substrate. 1.23 WINDOW/DOOR ATTACHMENT Inspected, Repair or Replace The pocket door frame connection to stud at front bedro is not secured. Unable to inspect window attachment. http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 6 of 27 C - 0 1.26 TRUSSES INSTALLED PER ENGINEERING Inspected, Repair or Replace Girder truss T -3 appears to have insufficient bearing at top plate to single stud below at left of front entry. Best practice would have at least 1 &1/2 inch of bearing on stud below. As installed, the top plates is resting on about 1/2 inch of the stud below. In addition, the double top plate is not interlocked with the perpendicular wall framing of dining area. 1.26 TRUSSES INSTALLED PER ENGINEERING Inspected, Repair or Replace Truss # T -29 above master bedroom and next to girder truss has been cut and field repaired with a scabbed on 2 X 4. All cut trusses and repairs should specified by the truss engineer. Recommend checking with your builder for truss engineer's repair specifications. C� 1.26 TRUSSES INSTALLED PER ENGINEERING Inspected, Repair or Replace Trusses T -4 through T -8 have been field modified above kitchen area. The truss engineer should specify repairs to all field modified trusses. a . ' _ Rua sat" 1.26 TRUSSES INSTALLED PER ENGINEERING http:// www. hom egauge .com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 7 of 27 Inspected, Repair or Replace Truss T - 30 above stair well has been field modified. Recommend repairs per truss engineers specifications. 1.28 TRUSS ALIGNMENT Inspected, Repair or Replace Truss # T -2 are not plumb above slider door to back porch. 1 40 ` <4' 1.29 TRUSS CONNECTORS PER PLANS/ENGINEERING Inspected, Repair or Replace Metal strap anchors at triple girder truss # T -14 are not fastened to the wall studs below. ii { } 1.29 TRUSS CONNECTORS PER PLANS/ENGINEERING Inspected, Repair or Replace Additional strapping was added to girder truss T -20 after the roof sheathing was installed. The strapping penetrates the roof sheathing. Unable to verify if strapping is below the roof felt underlayment. This is a potential source for a leak. 1.29 TRUSS CONNECTORS PER PLANS/ENGINEERING Inspected, Repair or Replace Truss uplift connector not installed at truss T -29 above master tub. http: / /www. hole_ egauge ,com /report/135360 /index.html 6/9/2005 941 Paradise Circle Page 8 of 27 1.29 TRUSS CONNECTORS PER PLANS/ENGINEERING Inspected, Repair or Replace Strapping at upper wall to girder truss T -14 is not installed using best practices. Best practices would not allow loose /gap in strapping. 1.29 TRUSS CONNECTORS PER PLANS/ENGINEERING Inspected, Repair or Replace Piggy back trusses PB -1 to PB -3 do not appear to be properly fastened to trusses below. The metal connectors are not nailed to the trusses below. 110 11/ 1.31 CONTINUOUS LOAD PATH FOR UPLIFT Inspected, Repair or Replace Studs below girder truss T -20 are not full length. The strap anchors are connected to these studs. Best practice would have full length studs from top plate to bottom plate. http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 9 of 27 1.32 FASTENERS AND CONNECTORS PER PLAN Inspected, Repair or Replace Loose anchor bolt noted at outside wall of garage. Recommend checking all bolts and retightening as needed prior to installing insulation. 1.32 FASTENERS AND CONNECTORS PER PLAN Inspected, Repair or Replace Loose nut at Simpson HTT22 anchor below girder truss at master bedroom at inside wall. PLUMBING SYSTEM 2.0 INTERIOR WATER SUPPLY AND DISTRIBUTION SYSTEMS AND FIXTURES Inspected, Repair or Replace Recommend insulating all supply pipes on outside walls and unconditioned spaces to protect from freezing. http://www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 10 of 27 2.0 INTERIOR WATER SUPPLY AND DISTRIBUTION SYSTEMS AND FIXTURES Inspected, Repair or Replace The floor has not been repaired at the refrigerator supply that was moved due to incorrect layout prior to pouring the slab. This should be corrected/repaired prior to installing floor coverings. ELECTRICAL SYSTEMS 3.1 WIRE SIZE, TYPE, AND SECURING Inspected, Repair or Replace Phone and cable wires are draped below the bottom chord of the ceiling in the master bedroom. This condition will hinder drywall installation if not corrected. 3.1 WIRE SIZE, TYPE, AND SECURING Inspected, Repair or Replace Bushing or connectors appear to be missing at wire entrance to metal boxes of can lights above kitchen. The bushing is designed to protect the wire from damage from the edge of the metal box. R4R e 3.5 NAIL GUARDS WHERE NEEDED http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 11 of 27 Inspected, Repair or Replace Nail guard needed at receptacle below double window at kitchen. 3.5 NAIL GUARDS WHERE NEEDED Inspected, Repair or Replace Nail guard needed at stud right of window at kitchen. 3.5 NAIL GUARDS WHERE NEEDED Inspected, Repair or Replace Nail guard needed at stud at upstairs bath at comer. � w (= MECHANICAL- HVAC 4.3 BATH EXHAUST FAN DUCTS IN PLACE Inspected, Repair or Replace Mechanical vent duct has not been installed at master shower area. Y4 1110 4.6 CONDENSATE DRAIN LINES http:// www. homegauge .com/report/135360 /index.htrnl 6/9/2005 941 Paradise Circle Page 12 of 27 Inspected, Repair or Replace Condensate drain lines are bent. This curvature of the line may create stress on the joints. < f Home inspectors are not required to report on the following: Life expectancy of any component or system; The causes of the need for a repair; The methods, materials, and costs of corrections; The suitability of the property for any specialized use; Compliance or non- compliance with codes, ordinances, statutes, regulatory requirements or restrictions; The market value of the property or its marketability; The advisability or inadvisability of purchase of the property; Any component or system that was not observed; The presence or absence of pests such as wood damaging organisms, rodents, or insects; or Cosmetic items, underground items, or items not permanently installed. Home inspectors are not required to: Offer warranties or guarantees of any kind; Calculate the strength, adequacy, or efficiency of any system or component; Enter any area or perform any procedure that may damage the property or its components or be dangerous to the home inspector or other persons; Operate any system or component that is shut down or otherwise inoperable; Operate any system or component that does not respond to normal operating controls; Disturb insulation, move personal items, panels, furniture, equipment, plant life, soil, snow, ice, or debris that obstructs access or visibility; Determine the presence or absence of any suspected adverse environmental condition or hazardous substance, including but not limited to mold, toxins, carcinogens, noise, contaminants in the building or in soil, water, and air; Determine the effectiveness of any system installed to control or remove suspected hazardous substances; Predict future condition, including but not limited to failure of components; Since this report is provided for the specific benefit of the customer(s), secondary readers of this information should hire a licensed inspector to perform an inspection to meet their specific needs and to obtain current information concerning this property. Prepared Using HomeGauge http. / /www. HmeGauge. corn SHGI (c) 2000 -2004 : Licensed To Taylor Inspection Services, Inc. http:/ /www.homegauge.com/repord135360 /index.html 6/9/2005 941 Paradise Circle Page 13 of 27 FRAMING IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace IN NI NP RR Inspection Items ® 0 9 E1 1.0 WALL FRAMING Comments: Master shower framing/layout and depressed concrete shower pan appear to be not per plans with respect to location/layout. The wall framing on the shower control side is "floating" above the depressed shower pan. 1.0 Picture 1 1.0 Picture Wall stud at upstairs back bedroom at wall above kitchen is bowed. This condition may be noticeable when the drywall is installed if not corrected. 1.0 Picture 3 El El 0 0 1.1 WALL SHEATHING Comments: The wall sheathing was covered at time of inspection. IJ 0 0 1.2 SHEAR WALLS PER PLANS Comments: Unable to inspect nailing pattern for most shear walls due to being covered with siding materials. ®� 0 Q 1.3 GRADE AND SPECIES OF STUDS Comments: ® [3 0 a 1.4 STUD SPACING Comments: ® CI 0 0 1.5 CUTTING AND NOTCHING OS STUDS Comments: El O CI 1.6 STUD TO PLATE CONNECTIONS Comments: The structure is anchored to the foundation with threaded rods. 0 0 ® 1.7 TOP PLATES- BEARING WALLS Comments: IN NI NP RR Inspection Items http:// www, homegauge .com/report/135360 /index,htmi 6/9/2005 941 Paradise Circle Page 14 of 27 IN NI NP RR Inspection Items The double top plate does not appear to have adequate bearing on the stud below and is not interlocked with the intersecting wall of the dining room at the front door. This plate is supporting girder truss T -3. Recommend installing additional stud for bearing. r 1.7 Picture 1 ®� 9 1.8 TOP PLATES -NON BEARING WALLS Comments: ® 0 9 ® 1.9 CUTTING AND NOTCHING OF PLATES Comments: Anchor bolt missing within 12 inches of bottom plate splice below master toilet window. 1.9 Picture 1 ® 0 U 9 1.10 BORED HOLES IN PLATES Comments: ® 9 9 9 1.11 HEADER SIZES, GRADE AND SPECIES Comments: ®� 0 ® 1.12 HEADER CONNECTIONS Comments: Porch header supported by double studs at garage has a full length stud on the left side but not on the right side of the header. Best construction practices would have a full length stud on each side of the header. 1.12 Picture 1 1..9 IN NI NP RR Inspection Items http: / /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 15 of 27 IN NI NP RR Inspection Items u u u ' 1 1.13 CORNER BRACING u Comments: ® 0 0 0 1.14 COLUMNS Comments: Recommend checking with builder for engineering changes at column at base of steps. Due to alteration of trusses above, the header supporting the modified trusses above the kitchen /great room area are now supported by the column at base of stairs. This increased load my require additional engineering with respect to bearing and uplift requirements. ® 0 0 ® 1.15 FIRESTOPPING/DRAFTSTOPPING Comments: Fireblocking was not installed at wall cavity above electric panel to bulk head in garage. This space should be sealed. 1% \ g A A 1.15 Picture 1 ®0 9 9 1.16 EXTERIOR WALL COVERINGS Comments: Not complete at time of inspection. ® a 9 o 1.17 INTERIOR PROTECTED Comments: A few windows were not installed at time of inspection. ®0 0 0 1.18 WEATHER PROTECTION Comments: ® 0 0 0 1.19 WEATHER RESISTANT SIDING Comments: ® 0 0 0 1.20 WEATHER RESISTANT MEMBRANE Comments: The moisture barrier wrap appears to be incorrectly installed at the base of the bay window at the master bath. The barrier should be installed with the upper layer over lapping the lower layer to shed water. Check manufacturer's installation specifications at www.owenscorning.com/ around /insulation /products /pinkwrap.asp IN NI NP RR Inspection Items http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 16 of 27 IN NI NP RR Inspection Items 1.20 Picture 1 Check with owens corning for proper installation guidelines of moisture barrier for all window openings. ®0 0 ® 1.21 FLASHING/PENETRATIONS Comments: All penetrations through the moisture barrier and siding should be sealed to prevent entry of moisture into the substrate. YV1,SV,Wq ueue- �� 1.21 Picture 1 1.21 Picture 2 1.21 Picture 3 ®0 a 1.22 WINDOW/DOOR FLASHING Comments: Unable to inspect due to siding installation covering window and door installation. ® 0 a ® 1.23 WINDOW/DOOR ATTACHMENT Comments: The pocket door frame connection to stud at front bedroom is not secured. Unable to inspect window attachment. , ,, _ tww.-- 0 4 1.23 Picture 1 0 0 0 01.24 IN NI NP RR Inspection Items htt p:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 17 of 27 IN NI NP RR Inspection Items SHEATHING APPLICATION Comments: The sheathing was covered at time of inspection. Unable to inspect nailing pattern. 0 0 0 0 1.25 ROOF FRAMING Comments: See below for comments on trusses. ®0 9 ® 1.26 TRUSSES INSTALLED PER ENGINEERING Comments: Girder truss T -3 appears to have insufficient bearing at top plate to single stud below at left of front entry. Best practice would have at least 1 &1/2 inch of bearing on stud below. As installed, the top plates is resting on about 1/2 inch of the stud below. In addition, the double top plate is not interlocked with the perpendicular wall framing of dining area. .- ` , 1.26 Picture 1 1.26 Picture 2 Truss # T -29 above master bedroom and next to girder truss has been cut and field repaired with a scabbed on 2 X 4. All cut trusses and repairs should specified by the truss engineer. Recommend checking with your builder for truss engineer's repair specifications. A 1. 1.26 Picture 3 Trusses T -4 through T -8 have been field modified above kitchen area. The truss engineer should specify repairs to all field modified trusses. A - iiiiiL WI 1.26 Picture 4 1.26 Picture 5 Truss T -30 above stair well has been field modified. Recommend repairs per truss engineers specifications. IN NI NP RR Inspection Items http;// www, homegauge .com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 18 of 27 IN NI NP RR Inspection Items 1.26 Picture 6 ® 9 9 9 1.27 TRUSS BRACING PER ENGINEERING Comments: ® 0 9 ® 1.28 TRUSS ALIGNMENT Comments: Truss # T -2 are not plumb above slider door to back porch. ' AO '''''' 1 *ith ' - , 1.28 Picture 1 ® 0 0 © 1.29 TRUSS CONNECTORS PER PLANS /ENGINEERING Comments: Metal strap anchors at triple girder truss # T -14 are not fastened to the wall studs below. j i ■ . 1.29 Picture 1 Additional strapping was added to girder truss T -20 after the roof sheathing was installed. The strapping penetrates the roof sheathing. Unable to verify if strapping is below the roof felt underlayment. This is a potential source for a leak. IN NI NP RR Inspection Items http://www.homegauge.com/report/135360/index.html 6/9/2005 941 Paradise Circle Page 19 of 27 IN NI NP RR Inspection Items 1.29 Picture 2 Truss uplift connector not installed at truss T -29 above master tub. 1.29 Picture 3 Strapping at upper wall to girder truss T -14 is not installed using best practices. Best practices would not allow loose /gap in strapping. c) 1.29 Picture 4 Piggy back trusses PB -1 to PB -3 do not appear to be properly fastened to trusses below. The metal connectors are not nailed to the trusses below. IN NI NP RR Inspection Items http:/ /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 20 of 27 IN NI NP RR Inspection Items k fix. 1.29 Picture 5 1.29 Picture 6 9 0 1.30 CONVENTIONAL ROOF FRAMING Comments: ®� 9 ® 1.31 CONTINUOUS LOAD PATH FOR UPLIFT Comments: Studs below girder truss T -20 are not full length. The strap anchors are connected to these studs. Best practice would have full length studs from top plate to bottom plate. <= 1.31 Picture 2 1.31 Picture 1 ®� 9 ® 1.32 FASTENERS AND CONNECTORS PER PLAN Comments: Loose anchor bolt noted at outside wall of garage. Recommend checking all bolts and retightening as needed prior to installing insulation. c'= 1.32 Picture 1 Loose nut at Simpson HTT22 anchor below girder truss at master bedroom at inside wall. IN NI NP RR Inspection Items http: / /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 21 of 27 IN NI NP RR Inspection Items r : r � 1.32 Picture 2 ®0 0 El 1.33 STAIR CONSTRUCTION Comments: ® 0 E 1.34 STAIR WIDTH Comments: ©� Q 1.35 RISER HEIGHT Comments: Check finish floor materials. Riser height at top riser to second floor is not consistent with remainder of risers. This condition may be corrected when the finish floor materials are installed. Recommend checking with builder to address this potential issue. ®� a 0 1.36 TREAD DEPTH Comments: 0 0 0 1.37 ATTIC ACCESS Comments: The attic access is located in the closet of the upstairs front bedroom. The access hole is partially blocked by truss bracing and access to the attic space is difficult due to duct work immediately adjacent to the access hole. May want to consider moving the access or installing an additional attic access in a more readily accessible location. El El 0 0 1.38 ATTIC VENTILATION Comments: 1.39 BUILDING PLANNING Comments: J 9 9 0 1.40 EGRESS REQUIREMENTS MET Comments: ® 9 9 9 1.41 SAFETY GLAZING WHERE REQUIRED Comments: EI 9 El 1.42 HALLWAY WIDTH Comments: ®� 0 0 1.43 LIGHT AND VENTILATION OF HABITABLE ROOMS Comments: ®� 9 1.44 LIGHT AND VENTILATION OF BATHROOMS Comments: IN NI NP RR Inspection Items http:/ /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 23 of 27 PLUMBING SYSTEM IN= Inspected, NI =Not Inspected, NP=Not Present, RR= Repair or Replace IN NI NP RR Inspection Items 0 0 ® 0 WATER INTERIOR SOURCE: PUBLIC AND DISTRIBUTION SYSTEMS AND FIXTURES PLUMBING DISTRIBUTION: CPVC Comments: Recommend insulating all supply pipes on outside walls and unconditioned spaces to protect from freezing. 2.0 Picture 1 The floor has not been repaired at the refrigerator supply that was moved due to incorrect layout prior to pouring the slab. This should be corrected/repaired prior to installing floor coverings. 2.0 Picture 2 ®0 2.1 SYSTEMS WASHER DRAIN SIZE: 2" DAME ER PLUMBING WASTE: PVC Comments: Inspected visible sections only. 0 0 ® 0 2.2 FUEL STORAGE AND DISTRIBUTION SYSTEMS (Interior fuel storage, piping, venting, supports, leaks) Comments: ® 0 0 0 2.3 NAIL GUARDS IN PLACE Comments: IN NI NP RR Inspection Items IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace http:/ /www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 24 of 27 ELECTRICAL SYSTEMS IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace IN NI NP RR Inspection Items 0 0 9 9 3.0 SERVICE ENTRANCE CONDUCTORS Comments: ® 9 9 ® 3.1 WIRE SIZE, TYPE, AND SECURING Comments: Phone and cable wires are draped below the bottom chord of the ceiling in the master bedroom. This condition will hinder drywall installation if not corrected. C - 3.1 Picture 1 Bushing or connectors appear to be missing at wire entrance to metal boxes of can lights above kitchen. The bushing is designed to protect the wire from damage from the edge of the metal box. W t I k 3.1 Picture 2 3.1 Picture 3 © 0 0 El 3.2 LOCATION OF MAIN AND DISTRIBUTION PANELS Comments: The main panel will be located in the garage. ©0 0 0 3.3 SMOKE DETECTORS Comments: Smoke detectors have been hardwired and interconnected. 1 9 0 9 3.4 RECEPTACLE SPACING Comments: 1 9 0 ® 3.5 NAIL GUARDS WHERE NEEDED Comments: Nail guard needed at receptacle below double window at kitchen. IN NI NP RR Inspection Items http:// www. homegauge .com/report/135360 /index.html 6/9/2405 941 Paradise Circle Page 25 of 27 IN NI NP RR Inspection Items 3.5 Picture 1 Nail guard needed at stud right of window at kitchen. 3.5 Picture 2 Nail guard needed at stud at upstairs bath at corner. 3.5 Picture 3 0 0 3.6 GROUNDING SYSTEM Comments: The system will be grounded to the footer steel. IN NI NP RR Inspection Items IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace http:// www.homegauge.com/report/135360 /index.html 6/9/2005 941 Paradise Circle Page 26 of 27 MECHANICAL- HVAC IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace IN NI NP RR Inspection Items ®� 9 9 4.0 APPROVED MATERIALS Comments: 9 0 9 4.1 DUCT CONNECTIONS AND SUPPORT Comments: ® 9 9 9 4.2 RETURN AIR DUCTS IN PLACE Comments: 9 © 4 . 3 BATH EXHAUST FAN DUCTS IN PLACE Comments: Mechanical vent duct has not been installed at master shower area. x,. 4.3 Picture 1 ® 0 0 9 4.4 DRYER VENT MATERIAL AND LOCATION Comments: Check dryer vent cap location for proximity to A/C unit. Best practice would have dryer vent located away from A/C unit to prevent lint from accumulating on A/C coils. 9 4.5 SUPPLY DUCT IN EACH HABITABLE SPACE Comments: 9 ® 4.6 CONDENSATE DRAIN LINES Comments: Condensate drain lines are bent. This curvature of the line may create stress on the joints. . 4 4.6 Picture 1 IN NI NP RR Inspection Items IN= Inspected, NI =Not Inspected, NP =Not Present, RR= Repair or Replace Prepared Using HomeGauge http: / /www. HmeGauge. corn SHGI (c) 2000 -2004 : Licensed To Taylor Inspection Services, Inc. http:/ /www.homegauge.com/report/135360 /index.html 6/9/2005 .... CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION -A . Date: q - ,Qic-c 9 , i _ e.... e.1 Property Address: i i / i A'r di se C. t C / .-- . . , V ; , Owner: Pvsi e 0 n , Telephone #: g yt, 377 7 ,, ,,,, Contractor: C,VACii),.9-€., i Wea1 0 n., r Telephone #: lol ' I Q 'I Contractor Address: - k .4,: :. 'I- - cl. . Fax #: 7 I 33 k i Contractor Signature: k . l AMPF In nonsIdenntinn 0 Panne EiNoll for doing the work as • - AF in the above • , - 1. we hereby agree to perform said work in accordance with Se smelted plass and specifications which are a— ""'. f and io accordance with thcCity of Atlantic Beach ordinances and standards of geol„praniee Need therein. Type of Beating Fuel: If other construction is being done on this building ;t1( site, list the building permit number: Electric O Gas: Natural _Central Utility O 011 e, (/''-' 3 5 _la' 2 O Other - Steel, MECHANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK 4 Heat — Recessed 1Central _ Floor 4k R Air ConItioning: Roam Central Duct System: Material Thickness 0 Commercial Maximum capacity /4! 0 4) cfm V :. O Refrigeration yk Now Building O Cooling Tower: Capacity ,gpm 0 Existing Building 0 Fire Sprinklers: Number of Heads CI Elevator: _ Manlift Escalator (Number) 0 Replacement of Existing System 0 Gasoline Pumps (Number) O Tanks (Nu X New Installation O LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel 0 Extension or Add-on to Existing System 0 Boilers O Gas Piping 0 Other - Specify O Other - Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT &CONDENSOR'S Approving Number Units Desert? don Model 0 Manufemser Ton' s Agway / , 1 / Leie:', 2 7 t.L 2 (71 ? - I - 2 frt-e i ...-- I . ) (I. L / Oki d 2_7414 2G 5c ' HEATING — FURNAODL SOMERS, FIREPLACES & AIR HANDLER'S APPlevisa Number Units Description Model % Manutieturer BTU's Agency / /2 /4. /114:: CV S) ._,.......—.• /,' e 11'7- u t- / 1 h 7 -3‘. fire/ /9r_ a , 5 --- a L_ TANKS Nominal Capacity Type Liquid Serial Approving New Many & Dimensions Contained Manufacturer No. Nitric', • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 2474845 • htto://www.cLatInottc-beach.fLus Revised 1/04 P • el 1.777 t A..rve 1 -•••••--- ' - . U0-‘)\ NOTICE OF COMMENCEMENT 9 ( 6/1-.41.-01 Book 12125 Page 1989 Building Permit No. Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if available). Lot 4, PARADISE PRESERVE, according to the plat thereof, as recorded in Plat Book 57, pages 31, 31A, 31B, and 31C, of the Current Public Records of Duval County, Florida 2, General Description of Improvements: Construction of a single family residence. 3. Owner Information: a. Name and address: Bestcon, Inc. 4400 Marsh Landing Blvd. Jacksonville, FL 32082 b. Interest in property: ‘0 Fee simple. C (G DocD 2004349677 c. Name and address of fee simple titleholder (f other than 49 /) : 1212 ' Filed & Recorded 4. Contractor: (name and address) 11/03/2004 10:33:37 Ail Bes tcon 1 Inc . JIM FULLER CLRK 4400 Marsh Landing Blvd. DUVAL COUNTYIT COURT Jacksonville, FL 32082 RECORDING $ 5.00' 5. Surety: TRUST FUND $ 1.00 a. Name and address: COPY FEE $ 1.00 CERTIFY $ 1.50 b. Amount of bond $ REC ADDITIONAL $ 4.00 6. Lender Information: a. Name and address: • SunTrust Bank 76 South Laura Street Jacksonville, FL 32202 b. Designated Contact: Tee. Barley 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a)7., Florida Statutes: (Name and address) Tee Barley SunTrust Bank, 76 South Laura Street Jacksonville, FL 32202 8. In addition to himself Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13 (a)(b). Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a different date is specified). Other expiration date: April 29, 2006 BEST N, C. �r f ii 1 '1;1 } lr,'l9d 45ijr Efliri ' i� ai 1 r rid + :` i • , 1Ciif (j `jlni);) a' 1 • ; . i cltl lir + -'1, 1t • -` ti CITY OF ATLANTIC BEACH ifli r 0 -) n J L. it -On 1 ) BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND . , DUPLEX CONSTRUCTION) Date: / / �� t Job Address: gip raoJise.„, Ci rO c Owner of Property: a el Oil - - - • , ' r�� ` , Address: 0 I � � . / j , Telephone: ,& 4. t Legal Description: Block Number: Lot Number: Zoning District: \S Contractor: /p , k. LIMA. State License Nu ber: o / ,�, -// Contractor's Address: .„t51 111 `I ^ 1 ! a / a 1. -1-e �� ! v—. Telephone: 7 Fax: ( - 7 )0, Describe proposed use and work to be done: / r ♦ lid . I ' A 1 _ A - r , — Present use of land or building(s): - Vt. f p� Valuation of proposed construction: X05 1 q 1 • 11 Is approval of Homeowner's Association or other private entity required? fl 0 If yes, please submit with this application. Will th' ect involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ ' . Applicant certifies that no trees will be removed for this project. © YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree �,/ Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. --- C!AA.Q CCO Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. I hereby certify that all ' fo ti provided with thi plication is correct. Signature of Owner: v - g Date: ///t510 V I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being tru an orrec and that the pl and supporting data have been or shall be provided as required. Signature of Contractor: r ' �ld� Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: 'A 0 1if f.40 Ale Mailing Addre 46,1 �� 144// l Ai `N' I Phone: 7/-7 Fax: A ) �� °� / E -Mail / / o _ ,I41 f ''. . ,.... ar)i AS TO OWNER: Sworn to and subscribed t .. . � s l ( day of l udg�'�, �✓ y � '`... 4 . , lob tIVB 1E1A y‹ • State of Florida, tune 19, 2008 • * Notary's Signature: ..* : _.-4'°"_ -. e . . o.6 1 l; #DD314663 y1 • �;..0 I�Yersonaliy known e • • „ wnded , y0 p �' # `, .. e�„rance • ;� ' ❑Produced identification AS TO CONTRAc ' �n STA� � % Type of identification produced 1 •• $ Sworn to and subscribed before me this / ( day of IV OVP,A.. 4201,- , y 206y. State of F4q� ea 116•Ii 6 • Duval • MN . ."9.494, , � Qy taBIO Gpor e+.0 . e Notary's Signature: _o •4. rpm••O. • N • 73 Personally known .*. • June 19, 2008 all . • „oil.— • * s ❑ Produced identification . l' #DD314663 �o�•pQ� • Type of identification produced ®97 • .. .4-,,,___ 'r c ed n,so'. O Q' p STI 1 0 ! (904) 247-5800 : R Fax (90 4) 2475845 httpc /www http://www.ci.atlantic-beach.fl.us 3 fl.us Revised 1/04 Owner: Carr Lot 4 Paradise Preserve SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 12 /2/2004 CONSTRUCTION JOB ADDRESS: Lot 4 Paradise Preserve 941 Paradise Circle Atlantic Beach, FL All Items may not apply. (Mark those either "In Allowance," "Owner Choice,' Not Applicable — "N /A" or None. C I 1. FOUNDATION: FOOTING - Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL - Material: N/A If Concrete Block -Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS - Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS- Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD - Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE - Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE - Material /Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R- Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS- Material: N/A Size: N/A Span: N/A COLUMNS- Material: N/A Size: N/A Spacing: N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 1 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr 2. FLAT CONCRETE: BASEMENT FLOOR - Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A I Fill: N/A Vapor Barrier: N/A Finish & Curing Compound /Sealer: N/A HOUSE FLOOR - Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish & Curing Compound /Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish & Curing Compound /Sealer: Broom finish SIDEWALKS- Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3' wide Finish & Curing Compound /Sealer: Broom PATIOS - Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish & Curing Compound /Sealer: Broom DRIVEWAY- Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16' wide Finish & Curing Compound /Sealer: Broom IF REINFORCING REBAR -List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS - Spacing:' /2" x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS -Type: None Location: N/A CONTROL JOINTS -Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and soffit; rake boards; steel and /or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 2 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions (front) & Mainstreet Size: Varies (Sides & Rear) Roof Sheathing Material: O.S.B. Size: 7/16" x 4 x 8 Flitch Plate Material /Size: N/A Bolts: N/A Nails- Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill /Rim Joist N/A N/A N/A N/A 1st Floor -Floor Joists N/A N/A N/A N/A 2nd Floor -Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters /Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce /Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce /Fir /Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce /Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing /Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 3 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr Exterior Trim Material /Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3 -1/2" vinyl decorative trim Door Trim 3 -1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer /Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness /Size: Spacing: Nails: 1 -1/4" galvanized Felt: 15# Size/Weight: 36" x 15# Nails: 1 -1/4" galvanized Roof Edging: 6" pre - painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26# x 18" galvanized Roof FansNents: 6' steel off -ridge BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 4 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A , 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand /Model /Material Size Thickness Hardware Front Generic 6 -Panel Metal 3' -0" 1 -3/4 Stanley Rear /Garage Generic 6 -Panel Metal 2'8" 1 -3/4" Stanley Sliding /Patio KINCO M50 6' -0" 5/8" insulated Garage ROLL -LITE Model 110 16'x7' 2 -1/2" ROLL -LITE Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 5 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr 8. INSULATION: Location Material Thickness R -Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3 -1'2" 11 Tyvek -1650 Ceiling Fiberglass Batt/Blow 9- 1/4 "/13" 30 Kraft -1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer & /or Material Style Size Doors Generic Hardboard 6 -Panel Varies Casing Generic Finger - jointed white pine WMP -256 2 -1/4" Base Generic Masonite WMP -623 3 -1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger - jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET - Antique Brass Dorian Varies Door Stops Generic - Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 6 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL /PLASTER Method of No. of Coats Room Material Thickness Installation Walls Ceilings Nailed, Screwed and 3 ALL WALLS Sheetrock ' /Z" Glued ALL CEILINGS Sheetrock w/ Popcorn or 'h " Ceiling Nailed 3 Knockdown Texture Finish- Walls: Smooth Finish- Ceilings: Popcorn or Knockdown Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material /Style or Over " " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 7 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE 84/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style /Number: N/A Bond /Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color /Painted: Per Color Sheet Metal Lath: w /felt Other: Stucco at foundation only BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 8 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump /Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30 -1A A/H A30 -05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R -6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex -duct R -6 Return Air Ductwork Material: Fiberglass R -6 Insulated returns: Flex -duct R -6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One -way throw -11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 9 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 14. PLUMBING: _ - Waste Disposal - Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply - Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve -Make & Model: N/A Gas Supply - Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3 /" House to Water Heater CPVC SCD40 Glue 3 /" House to Bathrooms CPVC SCD40 Glue 3/4" TO IA" House to Kitchen Sink CPVC SCD40 Glue 3 /° TO' " House to Refrigerator CPVC SCD40 Glue 3/4" TO 'A" House to Dishwasher CPVC SCD40 Glue 3 /" TO IA" House to Ice Maker N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 10 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom - Fixtures Description -Brand Name, Model Number, etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet & Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet & Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet & Control DELTA D- DELTA D- 2521 LHP /H22 /A2 2521 LHP /H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV -60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops /Shutoffs: @ all lavatories, sinks, & toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 11 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve Fixture Description -Brand Name, Model Number, etc. Size /Other Kitchen Sink Eljer C/I 33x22 4 hole 33" x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook -up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company- Overhead: N/A Underground: 150 amp Panel Box Manufacturer & Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name - Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 12 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr 220 High Voltage Wiring Detail: Wire Size Individual Circuit Item Breaker Size Quantity Stove # 8 copper 50 amp Yes , Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond. /Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept. /Outlet -Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 13 904 246 -3747 • Fax 904 246 -7126 Lot 4 Paradise Preserve Owner: Carr 110 Voltage Wiring Detail: Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Kitchen /Nook 20 amp #12 CU 4 4 15 Dining /Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet #1 15 amp #14 CU 0 1 0 Closet #2 Closet #3 Closet #4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 14 904 246 -3747 • Fax 904 246 -7126 Owner:' Carr Lot 4 Paradise Preserve 110 Voltage Wiring Detail (continued): Location Breaker Wire Number & Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan /Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood /Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre -wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609 -30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602 -11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114 -15 4 Bedrooms Progress 4609 -30 4 Halls, Closet or Laundry Progress 3408 -30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 Tight wraparound 1 Garage (front wall bracket) Progress 5846 -11 1 Front Porch (O /H) Progress 5805 -11 1 Kitchen Sink (O /H) Recess with open trim 2 BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC- 022365 Ponte Vedra Beach, FL 32082 Page 15 904 246 -3747 • Fax 904 246 -7126 Owner:Carr Lot 4 Paradise Preserve 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW #300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW #200 Walls of Finished Area: Swiss Coffee L -4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L -4 Number of Coats: 2 .Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW #350 2 - coats Swiss Coffee L -4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks /Downspout Extensions: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 16 904 246 -3747 • Fax 904 246 -7126 Owner:pCarr Lot 4 Paradise Preserve 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB /SHOWER OTHER COUNTERTOP Kitchen /Nook VINYL Master Bath VINYL Owner's Choice To 7' -0" AFF Guest Bath Bath #1 VINYL Owner's Choice To 7' -0" AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment I Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre -wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Roof Ventilator Brand Name & Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w /battery backup Intercom Brand Name & Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: N/A Other: BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 17 904 246 -3747 • Fax 904 246 -7126 Owner: Carr Lot 4 Paradise Preserve 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30 - 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and Model /Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings - Carpet Portico - Monte Carlo, N/A Fascination or Illumination Floor Coverings - Vinyl Armstrong - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee -Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON, INC. 4400 Marsh Landing Blvd. Ste 6 CRC - 022365 Ponte Vedra Beach, FL 32082 Page 18 904 246 -3747 Fax 904 246 -7126 „ . FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Carr resau� Builder: Bestcon Homes Address: Lot pi Pai Preserve Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Carr , tit Number: 20,10 v u, Climate Zone: North ,, 1. New construction or existing New 12. Cooling systems Dot, ( at 2. Single family or multi- family Single family _ a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi- family 1 SEER: 12.00 _ 4. Number of Bedrooms 4 b N/A li 1( - 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft 2187 ft c. N/A - 7. Glass area & type Single Pane Double Pane _ i - a. Clear glass, default U- factor 0.0 ft2 295.0 ft - 13. Heating systems b. Default tint 0.0 ft 0.0 ft _ a. Electric Heat Pump Cap: 48.0 kBtu/hr - c. Labeled U or SHGC 0.0 ft 0.0 ft2 HSPF: 7.10 _ 8. Floor types _ b. N/A _ a. Slab -On -Grade Edge Insulation, 0 R =0.0, 176.0 ft _ ._ _ b. Raised Wood, Adjacent R =19.0, 163.0 ft - c. N/A - c. 1 Others 72.0 ft - 9. Wall types _ j 14. Hot water systems a. Frame, Wood, Exterior R =11.0, 1508.0 ft __ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Adjacent R =11.0, 269.0 ft EF: 0.91 _ c. N/A _ b. N/A - d. N/A - - e. N/A c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R =30.0, 1775.0 ft _ DI-IP- Dedicated heat pump) b. Under Attic R =19.0, 459.0 ft _ 15. HVAC credits c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 225.0 ft - PT- Programmable Thermostat, b. N/A MZ -C- Multizone cooling, MZ -H- Multizone heating) Glass /Floor Area: 0.13 Total as -built points: 32698 PASS Total base points: 33249 I hereby certify that the plans and specifications covered 1 Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o Energy Code. � calculation indicates compliance .44 , f,, with the Florida Energy Code. ' `` - 40,4, - * C PREPARED BY: Before construction is completed - a `• DATE: � � 2Q1 D • a th is building will be inspected for \ L, * compliance with Section 553.908 ' r •', -49-� : s ,, .' �' I hereby certify that this building, as designed, is in p '!��,� .• S. compliance with the_Florid/ , ergy Cod- ' Florida Statutes. %-.. • .- OWNE EN • ' 6 % & ALL /L✓ BUILDING OFFICIAL: k__ _ .' DATE: 1/ a /] DATE: / ' 2-0 - en EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details l ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 2187.0 20.04 7888.9 Double, Clear NW 11.0 8.0 14.0 25.97 0.59 213.8 Double, Clear NW 6.0 8.0 36.0 25.97 0.69 646.4 Double, Clear SW 1,5 8.0 22.0 40.16 0.95 835.5 Double, Clear SE 1.5 8.0 36.0 42.75 0.95 1454.5 Double, Clear SE 1.5 8.0 36.0 42.75 0.95 1454.5 Double, Clear SE 10.0 8.0 39.0 42.75 0.45 757.1 Double, Clear NE 1.5 17.0 36.0 29.56 1.00 1060.8 Double, Clear NW 1.5 8.0 38.0 25.97 0.96 950.8 Double, Clear SW 1.5 8.0 30.0 40.16 0.95 1139.3 Double, Clear SE 1.5 8.0 8.0 42.75 0.95 323.2 As -Built Total: 295.0 8835.8 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 269.0 0.70 188.3 Frame, Wood, Exterior 11.0 1508.0 1.70 2563.6 Exterior 1508.0 1.70 2563.6 Frame, Wood, Adjacent 11.0 269.0 0.70 188.3 Base Total: 1777.0 2751.9 As -Built Total: 1777.0 2751.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As -Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1697.0 1.73 2935.8 Under Attic 30.0 1775.0 1.73 X 1.00 3070.8 Under Attic 19.0 459.0 2.34 X 1.00 1074.1 Base Total: 1697.0 2935.8 As -Built Total: 2234.0 4144.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 176.0(p) -37.0 - 6512.0 Raised Wood, Stem Wall 19.0 72.0 -1.50 -108.0 Raised 235.0 -3.99 -937.7 Raised Wood, Adjacent 19.0 163.0 0.40 65.2 Slab -On -Grade Edge Insulation 0.0 176.0(p -41.20 - 7251.2 Base Total: - 7449.7 As -Built Total: 411.0 - 7294.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2187.0 10.21 22329.3 2187.0 10.21 22329.3 Summer Base Points: 28630.0 Summer As -Built Points: 30941.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 30941.5 1.000 (1.081 x 1.147 x 0.95) 0.284 1.000 10366.0 28630.0 0.4266 12213.5 30941.5 1.00 1.178 0.284 1.000 10366.0 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: BASE I AS -BUILT 1 GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 2187.0 12.74 5015.2 Double, Clear NW 11.0 8.0 14.0 24.30 1.03 350.1 Double, Clear NW 6.0 8.0 36.0 24.30 1.02 892.4 Double, Clear SW 1.5 8.0 22.0 16.74 1.03 378.8 Double, Clear SE 1.5 8.0 36.0 14.71 1.05 555.4 Double, Clear SE 1.5 8.0 36.0 14.71 1.05 555.4 Double, Clear SE 10.0 8.0 39.0 14.71 2.15 1230.7 Double, Clear NE 1.5 17.0 36.0 23.57 1.00 847.5 Double, Clear NW 1.5 8.0 38.0 24.30 1.00 923.9 Double, Clear SW 1.5 8.0 30.0 16.74 1.03 516.5 Double, Clear SE 1.5 8.0 8.0 14.71 1.05 123.4 As -Built Total: 295.0 6374.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 269.0 3.60 968.4 Frame, Wood, Exterior 11.0 1508.0 3.70 5579.6 Exterior 1508.0 3.70 5579.6 Frame, Wood, Adjacent 11.0 269.0 3.60 968.4 Base Total: 1777.0 6548.0 As -Built Total: 1777.0 6548.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As -Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1697.0 2.05 3478.8 Under Attic 30.0 1775.0 2.05 X 1.00 3638.8 Under Attic 19.0 459.0 2.70 X 1.00 1239.3 Base Total: 1697.0 3478.8 As -Built Total: 2234.0 4878.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 176.0(p) 8.9 1566.4 Raised Wood, Stem Wall 19.0 72.0 0.80 57.6 Raised 235.0 0.96 225.6 Raised Wood, Adjacent 19.0 163.0 2.20 358.6 Slab -On -Grade Edge Insulation 0.0 176.0(p 18.80 3308.8 Base Total: 1792.0 As -Built Total: 411.0 3725.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2187.0 -0.59 - 1290.3 2187.0 -0.59 - 1290.3 Winter Base Points: 16020.5 Winter As -Built Points: 20711.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20711.7 1.000 (1.060 x 1.169 x 0.95) 0.480 1.000 11710.0 16020.5 0.6274 10051.3 20711.7 1.00 1.177 0.480 1.000 11710.0 EnergyGaugeno DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1 ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As -Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12214 10051 10984 33249 10366 11710 10622 32698 PASS ......... . So .... ' STg��o� LS nom (Er OD HrFf�. EnergyGaugeTv DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 40 Paradise Preserve, Atlantic Beach, FI, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE \_CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum .3 cfm /sqft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2,1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top_plate_ Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. -- - - -- -- - - - - - -- - -- - - - -- --- - - - - -- — Recessed Lighting Fixtures 606.1.ABC.1.2.4 ' Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. _ Multi -story Houses — 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA lhave combustion_air. ._,_.___ _ .— 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2_5gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. \\\. Insulation 604.1, 602.1 I Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. I Common ceiling & floors R -11. EnergyGaugeml DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 The higher the score, the more efficient the home. Carr, Lot 40 Paradise Preserve, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 48.0 kBtulhr _ 3. Number of units, if multi- family 1 y SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft') 2187 ft' c. N/A 7. Glass area & type Single Pane Double Pane _ _ a. Clear - single pane 0.0 ft' 295.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft 0.0 ft _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft 0.0 ft _ HSPF: 7.10 d. Tint/other SHGC - double pane b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation, 0 R =0.0, 176.0 ft' c. N/A _ b. Raised Wood, Adjacent R =19.0, 163.0 ft _ _ c. 1 Others 72.0 ft 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame, Wood, Exterior R =11.0, 1508.0 ft' ` EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 269.0 ft _ b. N/A _ c. N/A __ _ d. N/A _ c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ D1-IP- Dedicated heat pump) a. Under Attic R =30.0, 1775.0 ft' _ 15. HVAC credits - b. Under Attic R =19.0, 459.0 ft' _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HE-Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH(Sealed):Garage Sup. R =6.0, 225.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) . �BESTgj•, in this home before fi , . .pection. Otherwise, a new EPL Display Card will be completed , ,, o� w . c 0 based on installed • • . mpliant features. r / �j� (� F .. i " 1 s� r •, Builder Signatur: / --�_- Date: //�e /c V V :� - - ;y - c Address of New Home: 9 /// PMed j_e 1% L City /FL Zip: alloLI( ,BeacA 4 .\ G ' 4 '" � ''`C .. •` *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321 /638 -1492 or see the Energy Gauge web site at www,fsec.ucf edu,for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact. the Department of Community Affairs at. 850/487 -1824. EnergyGauge® (Version: FLRCPB v3.30) .. 0 RIGHT -J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 11/20/04 1065 Oak Vale Rd, Jacksonville, Fl 32259 Phone: 904- 287 -5339 Fax: 904- 287 -1258 Email: energydesIgn @comcast.net Pro ect Information For: Carr Residence Lot 40 Paradise Preserve, Atlantic Beach, Fl Design Information Htg CIg Infiltration Outside db ( °F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity ( %) - 50 Moisture difference (grflb) - 65 Fle Duds Walls Component Btuh /ft Btuh % of load Walls 3.0 5019 15.9 nfiArell "" Windows 23.9 7058 22.4 r Doors 15.2 607 1.9 W n d "`" -''' Ceilings 1.2 2736 8.7'' Floors 13.5 6200 19.7 Infiltration 24.9 8352 26.5 Othe Collings Floors Ducts 1499 4.8 Total 31472 100.0 Coolrn r Component Btuh /ft Btuh % of load Wells Warne!Gelns Walls 2.5 4198 11.7 Ducts Windows 56.9 16782 46.9 s Doors 12.7 508 1.4 e t 1 . Ceilings 1.8 3979 11.1 iv Infiltration Floors 0.0 0 0.0 04 Infiltration 8.6 2893 8.1 ' , " `y coma. Ducts 3256 9.1 W " "" Internal gains 4200 11.7 Other Total 35816 100,0 Cooling at 83 % SHR = 3.5 ton Cooling air flow = 491 cfm /ton Cooling at 70 % SHR = 4.1 ton Cooling at 400 cfm /ton = 4.3 ton Overall U -Value = 0.140 Btuh /ft -°F Data entries checked. . wr'1ghtsa Right-Suite Residential.M 5.466 RSR29784 2004 Nev - 20 19:47:46 AGCP, C:Oocuments and Settingslcustomer\My Documents \Wrightsoft \Bestcon Carr res It 40 Paradise Preserve Page 1 RIGHT -J LOAD AND EQUIPMENT SUMMARY , 0 Entire House Energy Design Systems Job: 11/20/04 1065 Oak Vale Rd, Jacksonville, Fl 32259 Phone: 904 - 287 -5339 Fax: 904 - 287 -1258 Email: energydesign ®comcast.net Pero " eet inforrnation For: Carr Residence Lot 40 Paradise Preserve, Atlantic Beach, Fl Notes: Oesi • n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 °F Design TD 33 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 65 gr /lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 31472 Btuh Structure 35816 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 31472 Btuh Use mfg. data n Rate /swing multiplier 0.97 Infiltration Total sens. equip. load 34741 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5769 Btuh Area (ft 2187 2187 Total latent equip. load 7149 Btuh Volume (ft 19683 19683 Air changes /hour 0.70 0.40 Total equipment load 41890 Btuh Equiv. AVF (cfm) 230 131 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1714 cfm Actual cooling fan 1714 cfm Heating air flow factor 0.054 cfm /Btuh Cooling air flow factor 0.048 cfm /Btuh Space thermostat Load sensible heat ratio 83 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 4k. Wr,ghtsGt1Ft Right -Suite Residential TM 5.0.66 RSR29784 2004 - Nov -20 19:47:46 AC CA C: \Documents and Settings \customer \My Documents \Wrightsott \8esicon Carr res It 40 Paradise Preserve Page 1 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. `~ JACKSONVILLE FLORIDA 32257 •: 11/ 28 / 2004 Re: Lot 4 Paradise Preserve, Jax. Beach, Fi Dear Building Inspector: - The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S -1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis: - a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerely Ld( Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 4 PARADISE PRESERVE, JACKSONVILLE BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: NOVEMBER 28 , 2004 • ... : •■••••••••••••••■•••••••••••••71.........,. . .. _ . ... , • - Date . • . ; • eet • 11 I 25/ .. L G46rkrei..., if.iE .,,••,. • • ,•_;,•-• , • ...---!of _ 136 . • LOt 4, fo•o.. preselve . • 1:,:: ••‘: . ii......, , . , . .., low......••■•• ;me '5 u13,1 mgt..) . Yes I AIM C t- tIPt s ', CA e.. Co iloArtAz struttweal Att D Ito 0 4 a° 0 r ; — • 3 /4 T4 pivu °ref • --., - goo P.- Tn.., sse. s ..k cla 0 ,e- 1 JJe./ :- ' syttivA . Fravyirn ( e'' itl k 'Pm (..xt. - Walt: r,...: ace Sc. 14 •07 Ina Arckutecture4. jrat • 1 • . . - . -., . .. - - 4 . .. A L ... . AALlito vaz to 44 i e 5..E.,44 . -t r,.... 92. 4.,, , 6 . 1341. (Z .4IS.-o 4 -: -- ipe -' t.- • v . .... ,. ne• t b oth rb,„#-.•141t- c th :4 ri tp hi . . ,:.. L.: ' .,• Ovi.t..ethi ■40t4 :', A:‘ it e • - . : 5 b e"...1 'J AU '.. retr ciArrit: od a' .. ,, . •- : .. a . t. kipfneri • , . i. • - . . . ,.. : , ::::: . • v::. - .,::::', '• A 00 F 4 0111.f ::,- • Z,:f .c444-4444/14 \„,/ • 4 . l• cp4 4....-ofc. ervt...p4lid.: .4.0111: • - •i ..• -- *1..,-. (,,,t %7 O.C am tAt I:ee . • ,,• f.' . .. .. . • . . . ... .'' 110 ti • °A 14 0 - .'W . ,... . . titie471 ; t e '. • tb M tf ,,,, A • goo C. 1.iti' : • • !... . • 1 1,-. I" C k.ottr alb% . (.T7Actili Nstsia., aotteVe 4 o tc. 00,f 22.o 0 pt To_tj 1,t4... p. 14. , e_rise/e- • : - Soo. -p6 - ._...... .. . DATE: Sheet Z of It 1 tom L_GAbreL, . IA t- 4 pacooC,'Je pieseAYe 9 W wed s p e449 : l i o M,p1, ( 3 sec cps0 S tr4vG1✓t- Lc:a -EL— 6a' IA fitk r. 26 0 CXfoSe- N O IW► ? Factor, = 1.4 Wui� tome. t e{bri s t`OiOA Ne) . t F L3es . A.t stiwuture- -vx ts4ior o s ; a. t a ye .I 11.4 N o tR-rXt� i, co‘ ,,,,, 8. cox �� J to code. �M4iv w►+ b) @ o o, r' t '1 / IG tk�ck. P"^ Faire► t Q .,r �• e. 5 be.to0 C / s/ x.04 WIND.BORNE DORSS PROTSW14014 RAimompia SCHEDULE FOR WOOD STRODHODUANDONNI FASTENER FASTENER SPACING lin.) TYPE .. Panel Span 5 2 ft 2 ft < Panel Span 4 ft < Panel Span 6 ft < Panel Span < 4 ft <6.ft <8 2 1/2 #6 Wood Screw 16 16 12 9 2 1/2 #8 Wood Screws 16 16 16 12 Double-Headed Nails 12 6 4 3 SI: 1 iaeh=25.4 mm 1 foo = 305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph (58 rills) and mean roof height of 33 feet (10 m) or IOU. 2, Fasteners shall be.illOthed:at opposing ends of the wood atrnctural panel. 3. Where screws are ethishatt to mdsotsry ermasotuy Mucco, they shall be attached using vibration-reststa* anchors having a minimum withdrawal capac- ity of 490- (21$01kN). 4. Nails shall be 100 emornon or 1 box 4010e-headed nails. 0 0 e4.t+ 1 S l' lest C... s tyi . W t U1 be: to `.4 s P off b of e.,,, awe_ (0 / PO) Mac. up1,ift GA ex of slAtAttkeei C. tow nrtt,. cl#. =3 45.4 psP t1SAw• 134 1.414,(41430.Q Fir % c1 Go +vim Not S CJ ct. i 6 4 0• c- C S p •A : 8 2 /is (45-4)(Z)(0-6)4:: (05.4 ibs c v pu Pt per Ft am N11 144 fc.s i s t s trw.twne a t4 foot afe-4,)( ckAfle 40' we fee R041))/ DATE: it I Z S t CM I I, • crelaroin 9.e. I Sheet _ of -. P = ( 2,too /2- ) (1 el c e)) / (41 ) — Z ?� .eA P (Y► of tli ft S try i s • 5 P H . ° s } r.c oat w► 31" o - C . ( `(e4 /JO) r A : C17..--4D1(o.8v ) /244 ,, 332 .eF .� - N P u4 i /Z: s tees iRoi 0 Coo `" o -C, / Al v r , 000 C(13) /5 mr 532 ep .,.. 27 • .,- civIAA gio wa44 s t tml i ( ) w/ 41'S Rem 6o w 4c �. y*. ii , rirevato _ C o31) ( /5 _ 1441 C Frodw („611 vt s 1- rkckta�► ; — 4U ru . TeMs► w, '' /Z A 36 ? otts = o -• .S 4p i ,r, or . e5ser 0 ' Z ,4 b � 4 0 P er 64112t. G`11 ,E r 1 500 S , F� = 3 G o o "1. P o P�, 6 0.2 w AP- IT-9i, 6 = 6 f Feel, -e.»4(. “ ) A l lv Tom,., l; 0,., = 1190 16.e 1F � X� /$ . . ��k row 11 nos F--- C�1 Eve -{S c 4 o- 1 = 4oa . si Step A36 Wa -ra... �t_uted =� _Fb u�. = 2?._ks;(stee; L4 C oa ). - 6-= -(a- A4,o3/Cczf�n00/4 -rte - )_ 4 )U 33)= 532.?Li . 54S psi a-4. �� = 54SPsi - Mtvme+�.t = (o-5-60- 75)( Z/5X' 545 )C�14)_4di6. ��.,.Fb z•+.(• _ = m/s M�5 =�� i0•o�2G EVIEE. • 6a r V I �hSivti 014 A r c.Le r %o lts . _ - 15299 L(27o 00)( ) 5 3591nppt� � (LUWA�tY2,44 o -iC 3�..t�Z , e T « w, A3G , €4.4b� G 1:4,4 coke vet _> F = l +lo Ibr (see above) L 4, A be 111 = 350 Fm A6 Le I S er or o• ►t fib F • !; Ittz,►ei},i 5tiaar= 350` 0500)(0.z) ` 115 Has o ,r Co- 12.)C0-2.)c 36,000) = TO tb s DATE . , ]Sheet g of 0 0 pt 60 Fo r &Watt c.tPA (:, Lf 0 x X t 6 C 81/14 €4,14 . Fvyk ot psi , (a,000 p.5,1* ,i F NA af,„ oP= 12 : 1 - 1 , - ; , ' / C --> S3) ( 160)::- 2234 11.o/P.b-. R ev,vi.e.,4 st,,et i.- cti, , for .-:e71..,0,,,,,, t...11 7 Ire ouvr tof.„j ik-0 .T: /A)) -:.---- ( e ) W • 4 / itvtae" \I Ali -,: (1'33)( 55) 02-) ( i) 7_7 878t It ( T ) /( F toteoite- tA) AQ amditogi s c, lw l'". - brz. be- us ernot ( ?aft:Ale& ,, , , d-aidti? stfut-----w.- 4 (Cop e414-4) ovr /Pio b p 10 teeta 'i4-1. tAiv4 hofxt_. v Itiv.‘, A SC E 7 -1 5 : • cP, = EC&c — C &ex)] Coteez54) (0 3) i) s. el)(v) 0.00 i5 L G c p 1, t: : F 0 • 65 6Z tr: wt,;Q f ie,t.awfx, cpsF) G to -:-- 1.11 (Wikt) ( 5 ee be-dole. o in lie- t ateet) G-teil , ol (R0 ) -.C.I.tI .4.1: s' k 1,) etil 7: Li 8 11 1w tli ii -I .6411%, r ASCE 7 -98 Main Wind Force Resisting System Figure 6 -4 External Pressure Coefficients, GC, t h 60 It Enclosed, Partially Enclosed Buildings Walls & Gable Roof 3 C. 3E ` © 0 n 4E 3E �O ' S Y 0 / (D) •4 , r CASE A lc m / 4 5 • <a ��a m CASE B ti 0 WIND DIRECTION ,..,,,;,0 ) :,''.1'''ti.,?'i')'. .\f' r . RANGE WIND DIRECTION It .. R ANGE Z Roof �t , : Angle 0 Building Surface 'r ' K (degrees) � ,� £ ., 0 -5 . 3 -037 -0.29 0.61 °'�tf1� ::4'W,.. 20 0.40 -0.69 �� f 0.53 -0.69 -0.48 -0.43 0.80 -1.07 - 0.69 -0.64 j , *,, . : 3 0-45 0.56 0.21 -0.43 -0.37 -1.07 -0.69 -0.6 8 s. '1,V.:, 90 0 0.56 0.69 0.27 -0.53 -0.48 -0.37 0 �� ; -37 0.69 b: , t A l 0.69 -0.48 0.48 V .; 3 Roof ..Ir* s ' Angle A P aralle 1tothe eLfi�,w (degrees) Building Surface 1 2 3 r P 0 -90 -0.45 -0.69 -0.37 -0.45 p ©v ® ® ®0® 6E f i . . lk , -0.48 -1.07 -0.53 -0.48 0.61 -0.43 tiv4 a Notes: f, , r 4 t - - 1. Case A and Case B are required as two separate loading conditions to generate the wind actions resisted b the main wind-force , i l r, r1 az 2• To obtain the critical l w ind actions the building shall be rotated 90° d a a : t . each comer in. turn becomes the windward corner while the loading patterns in sketches e ches remain ` ;� , ( j ; ' '. fixed. For the design of structural systems providing lateral resistance in the direction s 1, Pusand Case shall b>ufased =0°. ' I , 3. signify pressures acting toward and away from the surfaces, respectively. r �`� ' * 3 s t 4. For The roof or loading the following restrictions apply: P ]y. " ., distance from the edge of roof a al to 0.5 pressure coefficient GC , when negative in Zone 2, s u �� F hall be applied in Zone 2 for a �� ?�; � horiz -- r measured a endicular to the ea a line or 2 5 hever is le io s; the remainder e of Zone 2 �x P rp • Y.k 5 , a extending to the ridge line shall use the pressure coefficient GC for Zone 3. 4 .q - ` b. Except for moment resisting frames, the total horizontal shear shall not be less than that °� determined by neglecting wind forces on roof surfaces. y I #.1 „ 5. Combinations of external and internal pressures (see Table 6 -7) shall be evaluated as required to obtain the most severe loadings. -, Y ' ; , 6. For values of 0 other than those shown, linear interpolation is permitted. p '(:. 7 . Notation: �' ' ` s a: X10 percent of least horizontal dimension or 0.4h, whichever is smaller, sit xt 4% of least horizontal dimension or 3 ft (1 m). but not less than either ';'1:44,5.,.-.41:;/;,.",i4,...: - h: Mean roof height, in feet (meters), except that eave height s , 6. Angle of plane of roof from horizontal, in degrees. g hall be used for 8 S 10 °. 1 .1 -'; .. as . r.r 6 Iffralleagrill 3 Ell IN 11 11 ii ii ` II II mo il I I ri R i ■ tea '- -•--�_ n a ,t1 , .........1 ..d., b � ' �I � sir 1 2-1012. I 1 IP. I M Si i I et ' i 0 1 1 0 A--.9p 4, 41' 111 1 � ix !u .. omi t 1 1t 1 rat id y i • 1 i lir 1 IIIII 1 4„... 14 -1 1 1 :,,: •11 ... Ii7 He , k ._ FO1 _____a_ ., _,....... J Ii _........._______ b ■ a ' . • MEI.• o- . 40'•0• wrieunommummaimmaiimmil FRAMING PLAN . . a ,,,,a, M r 4- 3 r'1 y' � '� M O Q ,. r r inn 3 , „. 1 1 0111 Q mg <0, p.s 0 lam rte. p:::.., sl-. a ,... ... ea 1 loillir LIJ Ct mile, M 0 ' , T i o IIIIIII1Iiii ' t w �.. 6 - ,, V' tat r , c ZO F- Z IIIIIIIIiIII x v t N i3zWre°c5 r ' NNIIII'l i arg i L4 1 a * .t 1 0 z C) e o@ .x lw . Ate L /r a L _ Sheet • of tD ii- 1A,(4r16C- !fact • S tl e.ov w cif s Aria . ; t s FO r S COL4 t tv,r NJ d its Q t" s P `,' +I, \„) c s 14;4 v cry � lei s 5�; wws� Cr; tic ,4 � w l60Ib) wit " U' /LS/ FL) - t`�/G•s = 87 p-eF ! oY"G = (25. r w� . �6)C� ) --C�aa ��Z ) =3J62 =r . ! Pr a 1111i °} ,� Ai� 1111111111111111 � - � •N _ .- -, - Inii , _i I 1 3 • 1 n Lit 11'- . *r ill I �� i I: 1 iii 1 . 1 - I all 1 1 ' J 1 I l 1 I 1 1 I PERMIT WORKSHEET Certificate of occupancy) I Job Address: Type Work: 5 9 PPM1sE clRctt. Property Owner: Phone # 2 6 • 3 4 / i;F.5ICON 1N G Contractor: Phone # 2 4 G_ 3/ Lt 7 m.51coN IN Permit #: 0 ii _ 1.93S/ Date Issued: 1 i /OS Tree Permit # Foundation Permit # Demolition Permit # BUILDING ELECTRIC #1. I MECHANICAL # . ' PLUMBING # z Temp.Power # Footing f;) - L -7 ' OS JEA Release Date Temp. Power Underslab . 2-12 - 65 Slab g-23-16 Letter Rec'd. Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ \,-\x`05 Water/ Sheathing Sewer Rough/ Framing Rough Rough Topout Insulation c ,J5 JEA Release Date Building otos_ Final ygo5 Mechanical anical q I/ G Final G)' Final � /' 1 (`� G JEA Release Date Drainage Inspection: 1 Pool Permit # i Final Inspections: Steel Elec. /Grounding Final Roofing Permit # 1 Inspect: Nailing /Sheathing 1 Final 1 Fire Iacpelon: Date Paid: Failed Inspections: 1 t.ut t • ...a_ruNzut r o. noou�. t h t as r MA IYU. • 7vJ4 J7b GbJJ Jan. el Giou4 bJ : 104t'I'I f O Z CC; W _ T � d in 4_ O H 1 II LAKEVtEW I ■ LTH, ft. PIAT BpQc Ai PAM at F i 1 t 11"..IP l k st C4 _, 11 44 \,,„, ' r O P SEVE?v$ CI) e LO 4 CRY 4407, PAGE 264 PLAT S , PA/ a2 : S2A • L (5-- CY' "Jr" L7 T. k ril tett i a c 3` •- Q' j ` _ A h E cl b N- Q' w it 1 d t ac•I T ' �. �..r I +v A O t e l d ebt co f a I --Tx) cell. 4 -#. ( .., ill Acb Tr- q 0, r , , 0 , g z).,... et j 4 2, b ,..c, , .. ;020 IN (>0 0 / ,-,-,,.. .V, N ' .1 C) - l '• tr r''''' 7 .....-. :II t 14 ...., : �;' , �0 ell S. �j i ft p RI ) rs-et% tO 4 f6li . 4 ----, Q, c 4-C7 A - t% PO/ • cn CA .. w N CO j' f J `` . ' C7-1 in >. O E-. „ A / � �,.. a Ca E • a X w o 0 i - �----' t w a -_ ' C4 q a. a I� t-t 2 1:1. c).0 -.4 W Received Time Jan•28. 4:18PM "�, t i- DEPARTMENT OF PUBLIC WORKS tfc 1200 SANDPIPER LANE J l':' 4±24 ATL4NTIC BEACH, FLORIDA 32233 -4318 F U t';--..- . s' TELEPHONE: (904) 247 -5834 :::- ` a s ,�, FAX (904) 247 -5843 � Y • r SUNCOM: 852 -5834 ' 4 , http://cLatlantic-beach.fl.us 4 PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # r)( -1-_ z9 35 Applicant: 6 C•5 Co Address: 9 Li) I — A (2-A D S Q 12—_ roject:. 4,-,),) F -0-______ x Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the. Public Utilities. Department and the . following items need attention: — Tc_ -t ' tiJ�`2 5 U A _ .0 A.S tlrvCO • a. ' he ,i . .9, A/ ..swag i� `, . i i i4 %V — 0 0,/ - – -Al , i 1' �. - • Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247 - 5834. Reviewe• by Donna Kaluzni. il iublic Utilities Director / — / /� L_ Date Z T Signature i / � � / a l z o C Contractor Notified Date DEPARTMENT OF PUBLIC WORKS ��,�� i'� �� 1200 SANDPIPER LANE ( 6 �. ATLANTIC BEACH, FLORIDA 32233 -4318 Vr k �` °'� TE (904) 247 -5834 .:� . - . ,. s i FAX: (904) 247 -5843 1 :. SUNCOM: 852 -5834 �� ' � 5.: ' ' s�, C° 1 SUNCOM: x.,0110' PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # C _ '2.9 - S7 Applicant: EE.1 C U Address: 94 I 1 - (2 -A-bt SE Ct r2'- Project: I■_ 1.). o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Prior to issuing building permits for individual lots, a Certificate of Completion is required for publicly owned and maintained improvements (water and sewer). City of Atlantic Beach Land Development Regulations Sec. 24 -235 lists requirements for issuance of Certificate of Completion. Construction site plan and drainage plan required. Provide erosion and sediment control plans with details. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247 -5834. Reviewed by i ick Carper, P.E., Public Works Director /W Date 1 ) .- /0) Signature Contractor Notified Date /'aced ,.3174)61 CC: CITY OF ATLANTIC BEACH D. Ford J BUILDING / ZONING DEPARTMENT L € 800 SEMINOLE ROAD "' 1r ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 w � FAX: (904) 247 -5845 r — 01319' http: / /cLatlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # - ci 3 Property Address: 4 Applicant: Project: ()J r2-, This pe it application has been: Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by: ` Date: 1 — i ! I L �' J' CITY OF ATLANTIC BEACH ry 2w std BUILDING /ZONING DEPARTMENT L. Higgins ' �) 800 SEMINOLE ROAD S. Doerr NTIC BEACH, FLORIDA 32233 -5445 " - ,� .. TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5845 J ATLANTIC 1 Js31EY` http: / /ci.atlantic- beach.fl.us PLAN REVIEW COMMENTS Permit Application # c>4.-- Zc/ Property Address: cj ,.-L I ( C TR- _ Applicant: ES C -U Project: itr___. p This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed by: Date: 1r 4144 ,d1 6 CITY OF ATLANTIC BEACH A< PERMIT CALCULATION SHEET art Date: 2 ' J - O S" Address 5 Y / A /e4: Disc C (/1. NL J s F 12 Heated Square Footage . / 7 @ $ / d p. 9a per sq ft = $ ) , 6 G J Gaz a Shed 4/ 3 7- @ $ ' i Carport /Porch 2$ Q @$ 3 2• persqft= $ 9, b Deck $ per sq ft = $ Patio @$ per sgft = $ TOTAL VALUATION: $ J-3/ / 3 „9-S 2(3 Total Valuation 1 $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: Tr_ TOTAL BUILDING FEE $ ZONING: J -2 + Y2 Filing Fee $ FLOOD ZONE: (1) Fireplaces @ $35.00 $ 3S' IMPERVIOUS SURFACE: c BUILDING PERMIT FEE $ WATER IMPACT FEE $ c/ ro SEWER IMPACT FEE $ f2 ra WATER METER/TAP $ 81" CAPITAL IMPROVEMENT $ `� 2 SEWER TAP $ 0 C (I fl I RADON HRS .0050 $ SECTION H PAVING ( ) $ _ 0 CROSS CONNECTION $ 3 Sr STO.4 zy) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: �2 L/ / /%l /t RD/SE C rn - NF_ .S F/Z DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 � 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 2 / 2_ Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 1 2_ Drinking fountai cem r �2 ! . J� Floor drains 2 Hose bib 1 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Z Laundry tray (1 or 2 compartments) 2 Lavatory 1 2 Shower compartment, domestic 2 Sink 2 Urinal 4 • Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= 2, Y MULTIPLIED X 20 TOTAL $ 9",r0 i= n tro' Cyy ooH P O v O. is A W N "'3 4 "' P{ L W Nr M V1 d 2 y � 8 0 i C " g g "� °� b� g o s s no c 5 n � ij1j Un n 2 p s s t p;allig-F Rita s°5 g al n g,P tdo ° mV - . € x o b -� � gs "s a E.-4 2 y o o �, t 5'Uw gw m Q z o c �°� 5 s § oo w ° ti. 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EBa "° g E 0O '' O 1 1 ! g " " 1 V h i a I o I � w 7. ° g ' n Pg., @ n g .. - n " n � a i 0• a y F o c . s. c o d a w g g . 6 o a o N A rgg w l . ” ° g n .. a g 8 n R i O g 2 0 y y N < O O O O O W\ (w \` 22222 v". y c 222222 c 22 w w m 2 N" N" c O z Z Z O O O O p z ` ggg O z O 7. 0 0 0 0 0 0 0 0 Zzz7.zggg O z O 7. O g O z O .y. z z z z z z.z z z zz zzzzz zz zzzzzzzz z z z z z a a a a as aaaaa as aaaaaaaaa a a a a a << << << `% CITY OF ATLANTIC BEACH ;! j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 .........,, INSPECTION PHONE LINE 247 -5826 Application Number 04- 00029352 Date 1/31/05 Property Address 941 PARADISE CIR Tenant nbr, name NEW SFR 14 62RAD/2624SCHG Application description . . SINGLE FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 253913 Owner Contractor BESTCON INC. OWNER 4400 MARSH LANDING BLVD, #6 PONTE VEDRA BCH FL 32082 (904) 246 -3747 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 922.00 Plan Check Fee 461.00 Issue Date . . . Valuation . . . . 253913 Other Fees CITY RADON SURCHARGE .36 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 11.80 AB CONSTRUCTION SURCHARGE 1.31 STATE RADON SURCHARGE 6.94 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 450.00 WATER CONNECT /METER ONLY 85.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 922.00 922.00 .00 .00 Plan Check Total 461.00 461.00 .00 .00 Other Fee Total 2165.41 2165.41 .00 .00 Grand Total 3548.41 3548.41 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. l ettik 4 00 1 ‘xem, C 1 BUILDING OFFICIAL r J )1 "M e fMSx: <3 i �os CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) ) Date: l/ �l� V Job Address: q /yoke. C4 rC fr , Owner of Property: It 1 • a ., ) t C . Address: 2.1 111 ∎ m IJir, o - # Telephone: n (p Legal Description: Block Number: Lot Number: Zoning District: Contractor: , r ` t S State License Nu ber: �/ • Contractor's Address: m g , f �I9///� a b . �� z Telephone: a j 1 Fax: i / �--' Describe proposed use and work to be done: n l;' SI /E J c Present use of land or building(s): loot Valuation of proposed construction: OSS' � q j , 2 Is approval of Homeowner's Association or other private entity required ?R 0 If yes, please submit with this application. Will t • ect involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 , f Ou In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. I hereby certify that all • form ti provided with thi plication is correct. Signature of Owner: v Date: //// � /0 7 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being tru an orrect and that the pl and supporting data have been or shall be provided as required. v � Signature of Contractor: &i Date: r / / 51V / Address and contact information of person to receive all correspondence regarding this application (please print). Name: AI 0 .., /41 Mailing Address � W�� A, ni�� I r �AW��= �� Phone: Q(.(6) ,3 - / Fax: Q /t ...I E -Mail: �I L.J �A /� ` ' S . /��j AS TO OWNER: air)-7 Sworn to and subsc l �l t � pi a hR ,( day of »C)tJ1"L /94 200y State of Florida,'BFxA y . i s• 14.*.L° ``(‘r .73° () . ..- 4 June 19, 2008 • *; Notary's Signature: map -d• o #DD 63 .p."0, im • t�Yersonally 9 •� � � ❑ Produced identification iS p `• ; snanco : • k , `c % Type of identification produced AS TO CONTRAC'I � S 0/11• Sworn to and subscribed before me this / / day of /V bt/P(ik 6 0/.. - , 206y. State of Fllc i � � Duval x ... 0 4 # • ' � f � • ; Notary's Signature: • �' � � � • .70" Personally known .� • June 19, 2008 . • Produced identification allt to . 6. a #0D314663 ��^ i•5O �w Type of identification produced 0 1 1 :p • : , e aerecrro_ 05' O Q , 'g S s p pone: (904) 247 -5800 Fax: (904) 2475845 http /www.ci atl ntic- beach.fl.us Page 3 Revised 1/04 11/04/2004 09:24 FAX 904 482 1151 VENTURE TITLE 4 BESTCON 0 001 ... _..,,. u4aDann:�; NoW - 3 -04 1 :2i PM; Page 2 (`� t �� Nona; of C'OMMF,NCEMENT �� 1 a�. Book 121e5 Pago 1989 Building Permit Na. _ Tax Folio No, STATE OF FLORIDA COUNTY OF £.)(11/AL (Do not write in this blank area Reserved for recording purposes only). THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with (.i'rpter 713. Elarida Statutes, the fallowing information Is provided In This Notice of Commencement, 1. Description of Property: (Legal description of the properly and street address, If available). Lot 4, PARADISE PRESE,RYE, according to the plat thereof, as recorded in Plat Book 57, pages 31, 31A, 31B, and 31C, of the Current Public Records of Duval County, Florida 2. General Description of Improvements: Construction of a single family residence. 3. Owner Information: UL r it ''• a_ Name and address: Bes tcon, Inc. 4400 M1rah Landing Blvd. 4. G; Jacksonville, FL 32082 0 b. Interest In property: ‘0 -- 1'ee si►nple. CtC, . Uocl 2t3A4 1 +9677 e. Name and address ofjec simple titleholder (if other than ";.):15 4. Contractor; (Hume and address) Fi ad R Recorded 11/8312084 18:33137 AN Bes tcon , Inc. SIN FULLER 4400 Marsh Landing Blvd. CLERK CIRCUIT COURT Dl1UA1. COUP 5. s,.tery: Jacksonville, F[, 32082 RECORDIN s 5.8®. TRUST FUND S 1.80 a_ Name arts! address: COPY FEE $ 1.00 CERTIFY S 1.58 b. Amount al bond $ REC ADDITIONAL t 4,86 6. Lender information: a. Name and address: . San Trust Bank 76 South Laura Street Jacksonville, FL 32202 b. Designated Contact: Tee Barley 7, Persons within the State of !'7orid& designated by Owner upon whore notlCeS or other documents may be .served as provided by .Section 713,13 (1)(a)7., Florida Statutes: (Name and address) Tee Barley SunTrusl Bank, 76 South Laura Street t • Jacksonville, FL 32202 8. In addition to himself, Owner designate Tee Iliarky f SunTn,st Bank, to receive a copy of the Llenar's Notice as provided in Section 713.13 (a)(h). ElardeStatutes. v .9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from the date of recording unless a dt rerenr date is .specified). Other expiration date: April 29, 2006 • . e r{liit) , U ( „ )' lq 'f;) — ID - 11Pd Viii' i ) le lio0; I N ' 4 f _ Sri qii,j Pi�11 1 1 a ; ` ,.. e) i �o1 EA E��„{ �� 11 ro 1 �a t if r iR ,)” rrl pie pie Uii- .) rl,Ijt U,1 o.,! i. pue .)J1 q) alm.t i Sl t i; F l t allli l,' SI 67llIt l7UIU4 l) J Illy} f II i e i 9 ['l113 ;(lulu j l3FF,i{ i 1 lrruJl Ili an l a t :, a ! la 4 d i 1 )' L CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Cade certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 941 Paradise Circle Owner: Atlantic Beach, Florida 32233 Bestcon of Jacksonville Construction Type: W000 FRAME Use Classification: SINGLE FAMILY Permit Number. 04 -29352 Date: October 7, 2005 • DON C. FORD, .B.O. Post is a conspicuous space CITY OF. ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requiremeh. of Section 106 of the Standard Building Code certifying that at the time of issuance this structure %m in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 941 Paradise Circle Owner: Bestcon of Jacksonville Atlantic Beach, Florida 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: * 04 -29352 Date: . October 7, 2005 DON C. FORD, C.B.O. Post in a conspicuous space 1 - �NRSON & RSSOCIRTES ( /`�, FRX NO. :904 396 2633 v 1.14—a Nov. 03 20 07 : 24R1'I F6 MAP SHOWING P �►.?)/3' H NG pp A a N n OF LOT 4 H 1 14 OWN ING LO T PL AS RECORDED IN PLAT BOOK 57, PAGES 31 r A � ADI SE PRESERVE E( 7 1 THROUGH 31C BEARING RE yEA $If0 FO R; �E�T OF Jac.„ PUBLIC RECt7Rne OF DUVnL COUNTY, FtpR1AA, (� RING RING Wt ( ON OR c UNE HEREON IS TN1: SAME AS SHOWN ON THE ABOVF m ENT10NE0 PLAT LEGEND: 0 ' SAY 0 nb1N OAK 0 nwPLE OAK STE QUM 0 LIVE OAK ti TWIN SWEET GUM SWAMP' WALNUT p1NE TRACT »C» LANDSCAPE e AITIME PALM � & B UFFER $P MYxn.E ,, *' MAQNQIUA � 1 n , A1A(YJOUA tio st,, c2gq(40 (7-)00 r --- - ( _ - — 10 (11 � n10 (8) t,��i 1 ash LOT 4 q I n ( 6,161 SQ. FT. 6 i ' te) 1 1 26 PATIO a ® ,4 Ta . • , U. a (v 6.8' r '1" n kJ T� 1A3 1 1 N to ri i� 1.0 I ^ .. CITY JFC i 'f � � Y .._.. _. 1.0 0 _ , Ti HE,� 0 ti. I ' fAWf <IN,, r GARAGE RIGHT I O DEC 0 2004 N 1 F. EL.= (11.8) F. 1 M 0 i b . ( /as) BY Y a n 1 11 .8' I. • 20' BRL rJ 1, / / Jr O DRIVE F P C 150.24' N . 55.00' 13.52' PT CARSON & ASSOCIATES FAX N0. :904 396 2633 Nov. 03 2004 07 : 24Arl P6 MAP SHOWjNG PLOT PLAN OF LOT 4 // MAP AS RECORDED IN PLAT 800K 'y'ary OF PARADISE o AS SHOWN •- -- . -- 57, PAGES 31 THROUGH 31C OF PRESERVE eRINp REFERENCE: OF THE PUBLIC RECORDS p� HEARING SHOWN ON RIFT —OF —WAY LINE HEREON IS 71fE SAME AS SHOWN ON THE ABOVF MENTIONED PLAT, L EGEND. Q OAK 9 BAY 0 0 : °: os SHEET OW ID LIVE OAK TIM 3►4EET OttAt * SWAMP WALNUT FINE TR CT ',C,. LA NDSCAPE LAND un rRE DUFFER ' . PALM . nom, ADRY.>: 1 ? ►t'LE IuY1?TLE " tiuer,a,A � S p" 55_00' 10 MAGNOVA s c am ) _ _ �19' �L 7. --, ( LOT 4 ( 416) 1� : 6,161 SQ. FT. m 1 . I" • ® ► l PATIO 1 1 26 ) • (1 a a 14. 7B (v 6.8 1 11 M 1 p. !A3 i O a. 1 / I - � N 0 .- 4 0 + GA N "HA WI <IN ; ., 1.� � � SAGE RIGHT 1 C7 ;V F F. 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