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Permit 2323 Barefoot Trace s ' .t , ` ` , CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD 4:7-4 afill ATLANTIC BEACH, FLORIDA 32233 �'� "` �" `" INSPECTION PHONE LINE 247 -5826 Application Number 05- 00030294 Date 5/11/05 Property Address 2323 BAREFOOT TRAC Tenant nbr, name REROOF Application description . . ROOF Property Zoning TO BE UPDATED Application valuation . . . 16500 Owner Contractor ARD, RICHARD COPPEN ENTERPRISES 2323 BAREFOOT TRACE 455 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334 -4704 Permit ROOF PERMIT Additional desc . Permit Fee . . . 173.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 16500 Fee summary Charged Paid Credited Due Permit Fee Total 173.00 173.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 173.00 173.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUIL ID 'N G OFFICIAL 'f 4�`'ri f, CITY OF ATLANTIC BEACH cc: '� f - f `' BUILDING / ZONING DEPARTMENT D. Ford -. ' iggms c, 800 Seminole Road S. • • - Atlantic Beach, Florida 32233 "! JH;a (904) 247 -5800 i (904) 247-5845 Fax www.coab.us Y 1EJ 20115 PLAN REVIEW COMMENTS t Permit Application # CDS -- -a oZ9 L i - Property Address: _ 23Z 6A-2e. ` c- ' -J Applicant: IP>■ (2 -1 SES Project: (2 ..s ts This ermit application has been: Approved ❑ Reviewed and the following items need attention: Please re- submit your application when these items have been com0(0(0,5 leted. Reviewed By: (,�� Date: Date Contractor Notified: Jan , 28 04 08:07a Information Systems 247 -5845 Y p.1 lc.-3271J i - CITY OF ATLANTIC BEACH 10 200 i ROOFING PERMIT APPLICATION Date: -- (f1 Job Address: . 3 2. ,. (n 4. t i c e., Owner of Property: 12 t C L n IA co3) Address: Z 3 2 e es., ex_ Q f- 'Tres c E. Telephone: Contractor: < avi 0_4 6 e"\- 4_,0"...) State License Number: C C C 0 5 2 2 q9 Contractor's Address:. 2_6 2- -c" e.,1/4 C.,C...--Q. � l Telephone: 3 3 C/ 7 O . Fax: Scope of Work: -C) O Deck Slope: _ Greater than 2:12 "'�� Less than 2:12 Valuation of work: 1 G S C) f'`) Product Name (Example: Timberline): T l �. 6 P ■• (t' ---_ Manufacturer (Example: GAF): G r. C ASTM Designation(s): - 3 / 6 Required Inspections: Sh g and inal Signature of Owner: !I Date:( 5- / —05 ___-- Signature of Contractor: , r_ier /lIl`iC/ _ Date: S ; • AS TO OWNER: Sworn to and subscribed before me this day of j , 20 / . State of Florida, County of Duval Cif Notary's Signs - , . a ' 4— .., .:,.. El Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: (�'7 Sworn to and subscribed before me this 2 day o ,s , 20 State of Florida, County of Duval ' uval ,•,.. y' Notary's Sign • ct`r� ❑ Personally known °' ❑ Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 - bttp : //www.ci.atlantic- beacb.tl.us Page 1 Revised 2/21103 Bodo of tonuntnament NIIIIPNIS NI INININIMNI To wham It maw casearn: The entimeigned hereby Weenie you that Islam/ern/au will be nude to curtain mat premrty. and Le accordance with section 713.12 et the Fiends Statutes the fallowing ixdormation is stated In this NOTICZ 001002NCIONINT. ,Doectiption el preputy ? S 7'4 Omani description of improvements .... TTEITIiiiII Owner 07 Add 241 Lc P IZ° e )- 1 —. ‘ 2" Owner'. interest in Me of the improvement — Fee Siospie,Title holder id other than owner) •••■•• Name Addreis r $3) Gmbeelar ro •_ p . 2 --G Sanity Of any) -- Address ..... ----Amount ot bond Name and addicts of any person making a lose for the construction or :he improvements. Nuns Address Num of pram within the Sute of Florida. odes than himself. disarmed by owner upon whom notices dr other documents may be eased: Addles* --------------- In addition ta hinualt, owner designates the babying parson to timbre a copy of t Limos's Notice as presided in Section ?11.011 (21 (W. Florida Statutes. (7111 in at Owner's option). Neese • ems swot PON 11111COPOWS WOE ONLY • Doc # 2005165323, OR BK 12468 Page 1808, Number Pages: 1 Filed & Recorded 05/10/2005 at 09:08 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 23 23 Date Heated Square Footage @ $ per sq ft = $ Garage / Shed @ $ �" per sq ft = $ Carport / Porch @ $ per s q ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ l( S 3s $ 3s. Total 1 $ l e ©d (S 4 $ O Remaining Value $Cper thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ / ZONING: +'/ Filing Fee $ 1/(5' $ FLOOD ZONE: () Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: 9-6 BUILDING PERMIT FEE $ ( 3 , WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ of GRAND TOTAL DUE: $ ( ?"S, X415,5 re TI MAP SHOWING A SURVEY OF A LOT 59, OCEANWALK UNIT TWO, AS RECORDED IN PLAT BOOK 42, PAGES 13, 13A, 13B, 13C AND 13D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA A PART OF OCEANWALK UNIT ONE PLAT BOOK 42, PAGES 1A -1F LOT LOT LOT I 32 34 3 0 I 81.09 (FIELD) I FOUND 1/2 I '301'38.58"W IRON PIPE FOUND 1/2" I S01.38'39 " 80.82 I NO ID" -- _ - _ _ �_ _ _ IRON PIPE "L86715" – _ _ -- — . – – – – EMENT FOR DRAINAGE, L)TVLITIES AND SEWERS 25' EAR �– RETAINING WALL MP � - ` � , 1 1 ..n -..., ...c 1• I is. O 1111 11 t ot I �� PooL 11 d' w u� � • x1 1 1 1 1 it I 1 1 "–I' -- to (N. '� SVIN� ∎ ll 1 11 1 1 1 1 1 b 8. 4' � � 4 1 , P D I1 I 111 III r � 1 1" Al POOL 11 1 r �i� ti ` 1 11DF Gi< 1 1 LOT A 0 • �AY1�1111i1111114141111:1 I Ir0 20. PUM7 7 ` '1 5g PAD 10.6' 20.4 N • • i ll LOT ci M 11.4' +/�' 60 Id ' TWO StORY I � = 30' o FRAME /BRICK IV S tt.-E 1" N RESIDENCE a . ro. A! c o POSTED " 2323" PAD c` 0.2' -� It _ FFE =10.55 p 8.4' 5.0, 13.0' n 6.8' ^ ^ PAD i<. 't 12.7' 6.5' Lo . r- 7.6. 0 , -�- 4.0 . -t i. � O f CV 1 n • ' , �. . FFE =10.14 r•• c% , r 1 DP■VC ■ • • Z - 0) - 10.9' 7.2 e . a , ` ^ ° 7.2' .. 10'x10' JEA EASEMENT .. a 10 . i" • • c rN N N ji - a 7. "L81704" SET 1/2" IRON 4 – PIPE (L8 3672) BAREFOOT TRACE (50' RIGHT-OF-WA l') (PAVED) CHORD BEARING= NO3'40'32 "E CHORD DIST= 92.00' NC +3'42'41 "E 92 0=1 FIELD) ONO RADIUS= 805.87' A NOTES: LENGTH= 92.05' 1)THIS IS A BOUNDARY SURVEY. 2)BEARINGS BASED ON THE NORTHERLY LINE OF LOT 59, BEING SOUTH 74 °32'53" EAST, AS PER PLAT. I3'NO BUILDING RESTRICTION LINE PER PLAT THIS SURVEY WAS MAf7F FnR THE RFNFFIT nF TERMIN /X WDO Application Record customer Date of Application_ - / / _.m Time In Time Out Address ` ZIp , ' - -:' A ppiicator(s) /Certif. #. , . , State .. _____ •ne Contract # Supervisor /Certif. # , r '. ❑ Original Treatment 0 Retreatment 0" Pretreatment 0 Complete Treatment ❑ Limited Treatment 7 " ninix Address ' ' ' i City. State ( Zip ' Telephone ? f, ./ , ) . 5 `Wind Speed *MPH from the (direction) Target Pest 0"Subterranean Termites 0 Drywood Termites 0 Old House Borers 0 Powderpost Beetles ❑ Wood Decay Fungi ❑ Product Applied Chemical Manufacturer EPA , _ % Applied Amount Formulation - ,.,4a, rc„ Trmite Bait Diflubenzuron Whitmire Micro -Gen 499 -488 -- `t1':A25�Yo ea 0 Bora -Care (SL) Disodiumoctaborate Nisus 64405 -1 0 9% 0 13% gal A= Aerosol ❑ 16% 0 23% B =Bait ❑ Cy - Kick (A) Cyfluthrin Whitmire MicroGen 499 -470 ❑ 0.1 % _ 0Z D =Dust 0 Phantom (SC) Chlorfenapyr BASF 241 -392 0 0.125 %0 0.25% ga l EC= Emulsifiable Conc. 0 Premise Foam (A) Imidacloprid Bayer 432 -1391 ❑ 0.05% oz SC =Suspendable Conc. 0 Premise Gel (B) Imidacloprid Bayer 3125 -544 0 0 % grams SL= Soluble Liquid © Termidor SC (SC) Fipronil BASF 7969 -210 010.06% 0 0.125% '.` r; al SP= Soluble Powder (WG) Fipronil 0 Termidor 80 G BASF 7969 -209 0 0.06% 0 0. 125% gal WG=VVater Dispersible P ronil 0 Tim - Bor (WP) Disodiumoctaborate Nisus 64405 -8 0 10% 0 15% Granules gal WP=Wettable Powder O T Max AG Bait Noviflumuron Dow AgroSciences 62719-454-81370 ❑ 0.5% ea 0 T -Max Termite Bait Noviflumuron Dow AgroSciences 62719 - 453 -81370 0 0.5% ea *Application Rate 0 T -Max II Termite Bait Diflubenzuron Terminix 499- 500 -81370 ❑ 0.25% ea p 4 gat /fo linear feet/ft The following are by Corporate approval only: 0 2 gar /1 linear feet ❑ Prelude (EC) Permethrin Syngenta 100 -997 0 0.05% 0 1% ❑ 2% gal 0 Premise 75 (SP) Imidacloprid Bayer 3125 - 455 ❑ 0.05% 0 0.1% gal ❑ 1 gal /10 square ft ❑ Premise 0.5 (SC) Imidacloprid Bayer 3125 -497 0 0.05%0 0.1% gal L gal /10 square ft ❑ ProBuild TC Cypermethrin Syngenta 100 -1006 0 0.25% 0 0.5% gal 0 / O 0 Applied at less O than label rate O 0 Monitoring Stations O only (no bait) 0 "Gas Engine C? •Electric motor 0 *Diaphram Pump Li *Piston Pump 0 "Roller Pump 0 *In -Line Injection System 0 *25 PSI or less at nozzle CM'�0 PSI or less at nozzle 0 *PSI at pump ❑ *PSI at pump ❑ ❑ *Hand Duster O "Aerosol Injection ❑ *Compressed Air Sprayer ❑ Areas Treated: ❑ See Below ❑ See Contract Graph O See Attached Graph Description of Areas Treated . . _ - 4 . . _ _ ' 1 , L _ Control Services have Activity , ' - !it been performed on my property to my satisfaction. Customer Comments Termite Technician ,- , . 4, f ', - ' 4?(;34- Manager _ Bookkeeper - . applicable. F.. CITY OF ATLANTIC BEACH `` 800 SEMINOLE ROAD 15- , ._:;: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00001485 Date 10/31/08 Property Address 2323 BAREFOOT TRAC Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor ARD RINKWELL PLUMBING INC 2323 BAREFOOT TRACE 5105 PHILIPS HIGHWAY 205 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 732 -5554 Permit PLUMBING PERMIT Additional desc . RENOV. 3 FIXTURES Permit Fee . . . 56.00 Plan Check Fee .00 Issue Date Valuation . . 0 Expiration Date . . 4/29/09 Fee summary Charged Paid Credited Due Permit Fee Total 56.00 56.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 56.00 56.00 .00 ,00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. fitY 0 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00001706 Date 12/11/08 Property Address 2323 BAREFOOT TRAC Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc rewire res 200 amps 240 volts Owner Contractor ARD G & G ELECTRIC SERVICE INC 2323 BAREFOOT TRACE P 0 BOX 9230 ATLANTIC BEACH FL 32233 WINTER HAVEN FL 33884 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 105.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/09/09 Fee summary Charged Paid Credited Due Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 12/11/2008 10:03 9042826514 G AND G ELECTRIC r«+ui- w- t:4 CITY OF ATLANTIC BEACH ON gip:, ELECTRICAL PERMIT APPLICATI �. 'it 0- Date: t 2 - ' IA • O Property Address: Si �. `: • s ..a -- ---- -- Owner: .15►(4. .._ Telephone #: Contractor: l# � a Telephone #: / - 3 13' • Contractor Address: hr. 1 ' is .. '/ Fax #: dc -W J►' 4 Contractor Signature: ! In consideration of permit given for doing the work as described in the shove statement, we hereby agree to perform. said wotb in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: o Trailer Service: If other construction is ' New Residence 0 Temp. ❑ New being done on this building Or aka, lief the hvildine - .--.,, o Commercial O Signs ❑ Increase .. n bct: Re -wie 0 Addition Sq. R. o Repair t e r 111/• Conductor Size: AMPS: J 9 COPPER 0 ALUMINUM Switch or RACE Breaker AMPS P11 . W VOLT WAY Existing Service I RACE 2- Size AMPS 0 0 t /( 1 W 3 VOLT Z WAY "", Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets • i CONCEALED — OPEN Receptacles CONCEALED OPEN 11 111 AML+C 'i 1 1 fldQS Switches — Incandcscent /62 Fluorescent & M.V. -'� Fixed ' 0.100 AMPS OVER DELL A • • liances . ---- ' , o.. TRANSFER. Air H.P.RATt.NG H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HF-AT Motors 0 -1 H.P. VOLTAGE . PH I NO. _ OVER 1 H.P. PHS 1.1010.00.V— OVER6 Y Transformers NO. KVA. NO. K V A No.Neont TrattsL • Ea. Sigp� Miscellaneous 800 Seminole Road • Atlantic Beath, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904)247 -5845 • http : //www.ci.atlantic- beach.fl.us Revised 1/04 • v ✓s 1 4`S� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .) 7 Z ATLANTIC BEACH, FLORIDA 32233 ,,, - . ' , INSPECTION PHONE LINE 247 -5826 / Q.. Application Number 05- 00030322 Date 5/12/05 Property Address 2323 BAREFOOT TRAC Tenant nbr, name INSTALL FIXTURES Application description . . PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor ARD, RICHARD CHRISTY FIRST COAST PLUMBING 2323 BAREFOOT TRACE P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247 -4419 Permit PLUMBING PERMIT Additional desc . INSTALL FIXTURES Permit Fee . . . 175.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 175.00 175.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 175.00 175.00 .00 .00 t PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE fJ 1 4.11A4* BUILDING OFFICIAL tt_ y/ d" (' 7/ 1 CITY OF ATLANTIC BEACH Yj PLUMBING PERMIT APPLICATION Date: .311/ 05 Property Address: 013023 ,sa Owner: /C Q,fG� Telephone #:,a,?-(p Contractor: e/1 r/ / J /r,, y [ ( s-4- P /uinb Telephone #: b 44'/? Contractor Address: f'O A .ca "&' j/3. 3 �4°3- y Fax #: .:) Contractor Signature: ow, l , c 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. if other construction is being done on this building or site, Plumbing Type: list the building permit number. a, New 1 x , CITY OF ATLANTIC BEACH ti " '1 800 SEMINOLE ROAD . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 ,,) C1 w Application Number 05- 00030430 Date 6/07/05 Property Address 2323 BAREFOOT TRAC Tenant nbr, name REPL WINDOWS Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 13461 Owner Contractor ARD, RICHARD AMERICAN WINDOW PRODUCTS 2323 BAREFOOT TRACE 2633 POWERS AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 731 -2247 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 100.00 Plan Check Fee . . 50.00 Issue Date . . . Valuation . . . . 13461 Fee summary Charged Paid Credited Due Permit Fee Total 100.00 100.00 .00 .00 Plan Check Total 50.00 50.00 .00 .00 Grand Total 150.00 150.00 .00 .00 , A PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 • 4/4111kak k -=VJi CITY OF ATLANTIC BEACH Cc: � - ; t f BUILDING / ZONING DEPARTMENT J I "'` r 800 Seminole Road S. Doerr 3 ., Atlantic Beach, Florida 32233 ;_ Jfil9 (904) 247 -5800 (904) 247 -5845 Fax , -' �' i , www.coab.us C, l T "'y ') t PLAN REVIEW COMMENTS MAY 2 61 Permit Application # - 3 O 1307 , i . G i Property Address: 3 Z3 f)/Ale--e--- j 1 Applicant: / . LO i w0 - ( PO c S Project: i�T'L -- Li ) L Dil)C L-0 S This permit application has been: Approved E Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: 4- Date: 5 / 2 41 6r 5 — Date Contractor Notified: Ew fl 1 Qf AT/ i 1 • W `:i PEI('' O, ` � CITY OF ATLANTIC BEACH , , a ' . A , WINl'A §, SKYLIGHTS, GARAGE DOORS, HURRICANE SHUTTERS �t r 5 i 0 9,,,_, _ . .. Date: Job Address: 2 'ZS Sake. 1 . L Owner: R-icholci Address: 2. 5 'o 1i261C Phone: 2.q2- G 2 Legal Description: (41-14/2-- o Block Number: 2. Lot Number: ��' C i s Zoning District: Contractor: f 1e4 State License Number: CSC-12.6120i AMERICAN Address: WINDOW Phone: PRODUCTS, INC. 7 City: 2633 POWERS AVE. State: Zip: Fax: JACKSONVILLE, rk to be a JAM/ pep lcvariutf-' W I/ (c s LL)/ O S& Describe proposed use and work be done: .� j Present use of land or building(s): PeAdPil kl Valuation of proposed construction: / 3 £(p1 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. it LI Required Building Data: S ®p r�iqr. . 9 9 -/ ' i Mean Roof Height 1 (ft) Building Width 99v ( ft) Building Length zU U (ft) ti t P r "f Roof Slope Window Height 1 ' " i (ft) Window Width 2 (ft) Window Elevation from Grade 2..-0 Ca (ft) Measurement from corner of building to window — / ' (ft) Number of windows being installed .-. o ki ----1.1. 11111k.... 0,44-c . 0 > c- Mean Roof Height <----- -■43->- , 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/27/03 - - Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may ' result in delay in issuance of permit. In addition to the building data, the following information is required: 1. Manufacturer's Test Report with Uniform Structural Load (psf) 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Hurricane Shutter Description/Type 7. Elevation View of Window Locations I hereby certify that all informa ' provided 'th this ... i cation 's correct. • Ct < / s_- Signature of Owner: Date: �� I hereby certify that I have read and examine this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and corr t and that the plans and supporting data have been or shall be provided as required. 0 Signature of Contractor: "1 �`''" ` Date: i.0 Li Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: , Telephone: --- Fax: E -Mail: AS TO OWNER: . — 1. Sworn to and subscribed before me this l ° day of 20 ). State of Florida, County of Duval , 0 . .,0.Y c ZiA7c.., B ETTY FELDER — t eicitt__ - _ . MY COMMISSION a DD 239510 Notary's Signature: no EXPIRES: December 7, 2007 4'f1rFOF F , 0 9` Oe Bonded Thru Budget Notary Services known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 11) 1 � day of Jt i. .O ._. L)) 20 05 State of Florida, Count of Duval _ b *`; • • • ; BETTY FEEDER Z-e7E— * , * MY COMMISSION # DD 23951 U No 's Signature: 14 EXPIRES: December 7, 2007 %. e0F Ft00. Bonded Nu Budget Notary Services Personally known ❑ Produced identification Type of identification produced 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 1/27/03 . .. . , . .• E. ...) • . * e e .„ k,.. ,•• ---.. •• ;.ii v-.. _.,. ,,Lt ........,... 0 ...'?‘ e , ‘...t., c 441 ,d7 t , r ,.: tw ,,... ,,.,. , ...0 4 ..... x x \ e•■•• \ , k ,r, •.+4 , *41-1 , a .0410 ". I' '•'•) ''1/4. ' 1 , ,,,,e , `'.,. ...,. \ ! ,... ., . , 7 .. - e. r■ .:..- o 70 ,- ,--, \-1/4 --ek I r 't - r. , r.. 4., 1 1 Q o e$ -4 4 t.., I A • ,' '*,. 4, ■.> _ ....., r, ......., L ........., , ..4,. , , ...., , , r.,.... ....„ . (..„, i , (..„ ..., , ■P (.' ' . 1N, (... a. l''';`,•" rt.' N P‘ , . '‘ • , c a !, i c-) 1 1 - `.1 =i -- -.< - 0 3:.• -0 ..-. N Z , F 70 • F III COp y ■3 0 < ...r. • c--) = t) : ......A E Florida Building Code Online Page 1 of 3 t., � gill' M w The FF orl 'kiDepartnient,e f 'Comrrniren/it ' li fi fi S tt 1 * a or ' , 1 t. Community * ' ' ' in 21.014 f ii „, . , 11 y ',I : •H It : r, PICODIJ " ' APPIII.EVAI, Product Type Detail II r it 1r 1r 1 ■ 1 '.. Overview Product Search Organization Product �� Il Search A•hcation 1 . User: Public User - Not Associated with Organization - II II Need Help ? Application #: FL747 Date Submitted: 10/29/2003 ``„ '.3 <1 Code Version: 2001 Product Manufacturer: Goren Enterprises Inc. I t "' , , " °" Address/Phone /email: 1380 Wayne Ave. Indiana, PA 15701 (724) 465-1839 rhai 16.1 —` M Category: Windows g r . ,' I ; . " Subcategory: i,_, Double Hung are Evaluation Method: Certification Mark or Listing j. ir:, Referenced Standards from the Florida Building Section Standard Year " Code: 1707.4.2.1 AAMA/NWWDA 1997 101 /I.S.2 Certification Agency: Keystone Certifications, Inc. ( Ij Quality Assurance Entity: + ' Validation Entity: t 1...,> 1 Authorized Signature: Richard Gibson rgibson @gorell.com ' ' Evaluation/Test Reports Uploaded: ■_, Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/29/2003 Date Approved: 11/19/2003 http: / /www.floridabuilding .org/pr /pr_detl.asp ?IPT= 747 &RV =O &fm= ROSrch 5/23/2005 Florida Building Code Online Page 2 of 3 Date Certified to the 2004 Code: Page: Go Page 1 / 1 App /Seq Product Model # or Model Limits of Use # Name Description G5305 R55 @44 x60 R30 @54x77 Double hung G5155,5115,5195,5265,5275 747.1 G5115 replacement R40 @44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Double hung 35155,5115,5195,5265,5275 747.2 G5155 replacement R40 @44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Double hung G5155,5115,5195,5265,5275 747.3 G5195 replacement R40 @44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Double hung G5155,5115,5195,5265,5275 747.4 G5265 replacement R40©44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Double hung G5155,5115,5195,5265,5275 747.5 G5275 replacement R40 @44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Double hung G5155,5115,5195,5265,5275 747.6 G5305 replacement R40 @44x60 R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 R30 @54x77 Vinyl Double G5155,5115,5195,5265,5275 747.7 GSVDH hung new R40 @44x60 construction R50 @32x54w /Mod sill GSVDH R20 @44x60 GSVDH -2 R20 @44x60 G5305 R55 @44 x60 747.8 GSVDH -2 R30 @54x77 Vinyl Twin G5155,5115,5195,5265,5275 Double hung R40 @44x60 http:// www. floridabuilding .org /pr /pr_detl.asp ?IPT= 747 &RV= O &fm= ROSrch 5/23/2005 Florida Building Code Online Page 3 of 3 n @ 32x54w /Mod sill onstruction ew G R50 SVDH R20 @44x60 GSVDH -2 R20 @44x60 C Next x r s Copyright and Disclaimer ; ©2000 The State of Florida. All rights reserved. �,< .�, -- s*��r,�' JF, T�:e Ln .<_ :aw �s�nY7.�.e,;��"✓�.�, ?��,,,+r �,fl .�a..:r =: Y �� _., ,._, , http: / /www.floridabuilding.org /pr /pr_detl.asp ?IPT = 747 &RV =O &fm= ROSrch 5/23/2005 lorida Building Code Online Page 1 of 2 DEPAP "VENT OO `" ,, r° , ;, „n, �r .. r i ii i ,11 0 , .. T ►e loridn De, nrtmen igISnnrrnunrt Affairs .C5 fit BiTiltli11 e "oil SysiE k Community t i TI_..., /1 ' r, PitOBli( 1 1%P ' t. VAL P:odtuct Type Detail E 1 ;' Overview Product Search Organization Product II {� II, Search A..Ircation II 1 ■ User: Public User - Not Associated with Organization - . ■ Need Help ? Application #: FL749 1 r ei Date Submitted: 10/29/2003 _ . , „1 . . Code Version: 2001 t `.k ,.i., Product Manufacturer: Gorell Enterprises Inc. [ t`'''s "`` Address/Phone /email: 1380 Wayne Ave. Indiana, PA 15701 '<< , (724) 465 -1839 , .iI, i °,; LTA r' Category: Windows Subcategory: Fixed Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Section Standard Year Code: 1707.4.2.1 AAMA/NWWDA 1997 101 I.S. 2 Certification Agency: Keystone Certifications, Inc. Quality Assurance Entity: Validation Entity: t a _' 1_:,t Authorized Signature: Richard Gibson rgibson @gorell.com , Evaluation /Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 10/29/2003 Date Approved: 11/19/2003 http:// www. floridabuilding .org /pr /pr_detl.asp ?IPT= 749 &RV =O &fm= ROSrch 5/23/2005 iorida Building Code Online Page 2 of 2 Date Certified to the 2004 Code: Page: Go ! Page 1 / 1 App /Seq Product Model # or Model Limits of Use # Name Description G5151,5161,5171,5191 749.1 G5151 Fixed lite C35 @60x60 G5301 replacement C35 @60x60 R50 @48x48 GSVPW R45 @48x48 G5151,5161,5171,5191 749.2 G5161 Fixed lite C35 @60x60 G5301 replacement C35 @60x60 R50 @48x48 GSVPW R45 @48x48 G5151,5161,5171,5191 749.3 G5171 Fixed lite C35 @60x60 G5301 replacement C35 @60x60 R50 @48x48 GSVPW R45 @48x48 G5151,5161,5171,5191 749.4 G5191 Fixed lite C35 @60x60 G5301 replacement C35 @60x60 R50 @48x48 GSVPW R45 @48x48 G5151,5161,5171,5191 749.5 G5301 Fixed lite C35 @60x60 G5301 replacement C35 @60x60 R50 @48x48 GSVPW R45 @48x48 G5151,5161,5171,5191 749.6 GSVPW Fixed lite new C35 @60x60 G5301 construction C35 @60x60 R50 @48x48 GSVPW R45 @48x48 [ Next - d Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. x '' 0 SNre1 at veIIIafr► http:// www. floridabuilding .org /pr /pr_detl.asp ?IPT= 749 &RV =O &fm= ROSrch 5/23/2005 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 01 1 Am -n Test La o's• Dinh rIoo 4 4111 1 . 6795 NW 17 te j ua F 1 Leu F1 3 Pt one C95.&J 973-0808 Fax 09544 973 -0823 '• Web - vrww.eit?.cone E -!Mail - inf+agqr11 -corn Page 1 of6 ATL Report # 0910.02 DC Note # A'I'L 02057 Date: 9/301'02 ATL Certification # 01 0516.16 rest Dates: 9/10, 9/;11/02 Test Requested By: Goren Enterprises, Inc., 1380 Wayne Ave., Indiana, PA 15701 Phone (724) 465 -1839 Fax (724) 465 - 1894 Tests Conduce DCBCCO PA 201 -94, PA 202 -94, PA 203 - 94, (with no deviations) Qualifying: ASTM E 283, E 330, E 331, E 1996 - 02 and SBCCI SSTD 12 .• 99. Resign Prospl , : + 50.0 psf, - 50.0 psf i7/`J/ (1) DESCRIPTION OF UNIT: /) , Model Desi ' n: Model 5301 Vinyl Picture Window, as per drawing #s P 5301!'), : t 8 / nst �9 g . • t, C00098, dated 3/25/94, C00099, dated 5/1/94, drawing .115 i 1 D, 4i; fi E'r' 9 and component drawings from Gorell Enterprises, Inc.. N v Overall Size: 48" wide x 48" high x 3.446" deep. c911iEUration Fixed Window (2) MATERIAL CHARACTERISTICS: Frame Maori,^ lam.- PVC k'raikpe Construction: Jambs, head and sill consisted of a hollow section (drawing # 10004A) (3.446" x 2.304" x 0.065" typical wall thickness) and a channel cover section (drawing #4 12005A) (1.660" x 0.411" x 0.050" typical wall thickness). Iambs were welded to head and sill at each miter cut corner. Paine: Note: Laminat Dr's Bug (Permanent Identification) verified prior to testing. Gl*zing Material: 0.717" OA glass. 1/8" ann clear glass / 0.218" Air space with a spacer coil (2.5 nun) around the perimeter of the glass, sealed to the glass and to frame with hot melt butyl sealant / 1/8" ann clear glass / 0.090" Dupont rigid interlayer / 1/8" ann clear glass, laminated by Guardian. 09/03/2083 21:31 7244651894 GORELL ENTERPRISE PAGE 02 , ATLSF # 0910.02 -02 Page2of Glazing Metier Exterior glazed with. PVC slam' g tape against interior perimeter of glass. Bite, o;n glass 0.500 ". A PVC snap in Glazing bead on exterior perimeter of glass (drawing # 12011A) (0.844" x 0.225" x 0.065" typical wall thickness). Davlizht Open*: 43 -1/4" wide x 43 -1/4" high Weather.striagium None llardniggi None Weenhalesi 4 s: (2) cutouts on each sill front side corner. (1) 0.37'i' wide x 0.102" high, located at 2 -1/8" from jamb and at 0.987" from sill, to center of cutou t and (1) 0.500" wide x 0.125" high, located at 2.080" from jamb and at 0.406" from sill, to renter of cutout. . (2) cutouts, 0.500" x 0.250": (I) cutout on each sill top side corner, located at 2.212" from jamb and at 0.875" from back side of sill, to center of cutout. . ontina: None Jrteinforcemeitt: None nr' Want: Dow Coming 1199 silicone sealant used between PVC frame and wood test buck • 1. n ";apJaad heel beads. "r ad iioual.D s;criptlon: ► �LLt Speciumens,A, B, C were installed in wood test bucks, and tested per the Impact . of DCBCCO Protocols PA 201 / 203 - 94. Specimen D was installed in a wood test buck and tested per the Air Infiltration, ■ at' .' s' : t e find Static Air requirements of DCBCCO Protocol PA 202 - 94. (3) INSTALLATION: Screws and tetljecl to Atta hment;, # 8 x 2" pan bad phillips wood screws Sill: 3 (1) at 7 -1/2" from each jamb, (1) on center. Header: 3 (1) at 7 -1/2" from each jamb, (1) on center. Jambs: 6 (1) at 9 -1 /2" from sill, 17 -114 ", 15 -1/2". (3) screws per jamb 2 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 03 ATLSk # 99.0.02-02 Page 3 of 6 AJR IlV'FIT. O,,,_P� Air Infiltration Tests were conducted in accordance.with DCBCCO PA 202 - 94 Qualifying ASTM E 283 Air at 1.57 psf Measured Allowable Specimen D 0.00 CFM/FT 0.3 CFM/FT STATIC Ant PRESSURE TESTS Static Tests were conducted in accordance with DCBCCO PA 202 - 94 Qualifying ASTM E 330 • u /117 Design Loads + 50.0 psf, - 50.0 pat Specimen D (( k, Positive loads time (sec.) psf load max. deft at "A" l/2 Test 30 37.5 Design 30 50.0 0.008" Negative load; 1/2 Test 30 37.5 Design 30 50.0 - 0.003" Results :Passed )V ER,IN ILtRATION TE Water Infiltration Test was conducted in accordance with DCBCCO PA 202.94 Qualifying ASTM E 331 Specimen D Water (4 7.5 psf load for 15 minutes Result: Passed No water penetration over sill 3 09/03/2003 21:34 7244651834 GORELL ENTERPRISE PAGE 04 ATLSP' 0910.02 -02 Page 4 of 6 STATIC 1R _P` IFSSIJRE TESTS Static Tests were conducted in accordance with DCBCCO PA 202 - 94 Qualifying ASTM E 330 Design Load! + 50.0 psf, - 50.0 psf. Specimen D Positive tads time (sec,' psf load perms, jt at "A" Test 30 75,0 0.002" 'Negative 1Q3d Test 30 75.0 - 0.001" EIVAC[; ,TEST - LARG 1► SSn� 1 Impact tests were conducted in accordance with DCBCCO PA 201 - 94 tt Qualifying ASTM E 1996 - 02 and SBCCI SSTI) 12 - 99. C \ Specimen A Specimen 13 Specimen \ik r 1 k4\4 12i 5 5 El 1 N \ 1 Ni 1E1 SPEED FT /SEC. SPEED FT /SEC. SPEED FT /SEC. 1). 50.2 2). 50.2 1). 50.2 2). 50.2 1). 50.2 2):..50.2 ,Tyne and wei€tht of missile: # 2 Southern Yellow Pine 2x4, Length approx. 89 -5/16" & 91b. D_egcrinti'o_n of specimens after impact test: A. The first impact was made in the center fixed lite. The second impact was made in the lower right corner of fixed lite. None of the impacts penetrated the specimen and there was no separation of glass 1 om the glazing system. Result Passed B. The first impact was made in the center fixed lite. The second impact was made in the lower right corner of fixed lite. None of the impacts penetrated the specimen and the was no separation of glass from the glazing system. Result Passed 4 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 05 ATLSF # 0910.02-0; Page 5 of 6 C. The first impact was made in the center fixed lite. The second impact was made in the lower right comer of fixed lite. None of the impacts penetrated the specimen and there was no separation of glass fiom the glazing systems. Result Passed CYCLE TEST Cycle tests were conducted in accordance with DCBCCO PA 203 -94 Qualifying ASTM E 1 996 - 02 and SBCCI SSTD 12 - 99. Design Loads + 50.0 psf and - 50.0 psf Spechneaais A, B, C Range of test actual load psf # of cycles cycles/ min •A B C . Positive loads + .2 -- .5 10 25 3500 45 45 45 + .0 - .6 0 30 300 50 50 50 + .5 - .8 25 40 600 46 46 46 ` b� + .3 - 1.0 15 50 100 25 25 25 \nk l l egative Load h - .3 - 1.0 15 50 50 25 25 25 • .5 - .8 25 40 1050 58 58 58 - .0 - .6 0 30 50 50 50 50 - .2 - .5 10 25 3350 57 57 57 9000 cycles completed DeggizigaigApecipiens after cycle test: A, B, C: Specimens showed no resultant failure or duress after cycle test. No failure of-fasteners or separation of glass from the aluminum spacer. 5 09/03/2003 21:34 7244651894 GORELL ENTERPRISE PAGE 06 dt • AT!SY # 09 ,10A-02 Page 6 of 6 2 mill polyethylene film was used on the cycle tests and it is the opinion of the undersigned that they had no influence on the results of these tests. Observers - William R. Mehner - PE Tony Sivore, Jeremy Sivore - ATLSF The PA 201 -94, PA 202 -94 and PA 203 -94 tests reported have been performed in full accordance to the requirements of Dade County, with no deviations. Dade County Witness Not present Jo . Mfr, Assistant or American Test Lab of South Florida A11.Tests. Certified and Witnessed by: Engineer Seal & Si: . William R. Mehner 6795 N. W. 17 Avenue Fort Laiderdale, FL 33309 State of Florida: Registered Engineer P.E. #7496 Drawing #s P5301D, C00098, C00099, P5301D, and component drawings from Gorell'.Enterprises, inc. as verified and marked with the ATLSF stamp are a part of this report_ Disclaimer Tbis kest report was prepared by American Test Lab of South Florida (ATLSF), fbr the eoclnsive use of the above named client, it dies not constitute certification of this product. The results are for that particular specimen tested and does not imply the gaafity of similar or identical products manuilictured or installed Irmo spas identical to the tested product. ATLSF is a testing lab and assimms that all won provided by the client is accurate and does not guarantee or warranty any pie duct tested or installed- 6 , . ..... Keystone Certifications Inc. 2545 Lori Drive, Suite 204, York, PA 17404. Phone (717) 764 -6278 Fax (717) 764 -3049 Notice of Product Certification Authorization . National Fenestration Rating Council Program Issued to: Certification Number Manufacturer: Gorell Enterprises 1115 Address 1380 Wayne Avenue Product Line Number Address Indiana, PA 15701 GOE - - 006 NFRC Code: GOE /602 Date: July 21, 1999 The following NFRC product line has been Authorized for Certification: Model / Series: 5301 Picture Window Operator Type: Fixed Frame Type: Vinyl . Sash Type: Vinyl Expiration Date: June 18, 2003 Ratings Authorized to Certify: Rating Property Authorized NFRC 100 U- factor Yes J NFRC 200 Solar Heat Gain Coefficient Yes NFRC 200 Visible Light Yes Conditions and Criteria for Product Certification Authorization: Manufacturer agrees to the following conditions and criteria per the NFRC PCP. 3.1A Products are marketed consistent to the simulated products. 3.1B Waiver requests shall be submitted to IA prior to marketing new products. 3.IC Only products with labels shall be considered Certified. 3.1D Only products authorized for certification shall be labeled. 3.1E Manufacturer shall designate individual responsible for proper labeling. . 3.1F Manufacturer shall not use labels that are false, inaccurate or misleading. 3. I G No labels shall be attached to products that have not been authorized for certification. • 3.2A Manufacturer shall maintain a documented in -plant quality control program. 3.2B Quality Control records shall be maintained for 4 years. 3.2C Manufacturer shall have staff to properly inspect and maintain Quality Control records. 3.3A Manufacturer shall have temporary labels approval prior to printing. 3.3B & C Manufacturer agrees to the proper use of temporary and permanent labels. 3.5 Manufacturer agrees to obtain permission from NFRC to use NFRC certification mark. Attached are the Certification Authorization Reports printed from the NFRC database. You are authorized to label the options listed in the reports. Please notes Keystone within 10 days of receipt of any errors or omissions. '•ninistrator's Signature: �G2 �j�ti`'C Date: —1-) — 99 twood diligence was used in authorizing these products for certification. By accepting this report the licensee agrees to hold harmless and indemnify Keystone Certifications, Inc. from all claims or liabilities which may arise out of or in any manner based on this certification authorization. Certification authorization is based on NFRC program requirements and simulation and test reports from accredited laboratories. • An Independent Certification & Inspection Agency • 1 Farabau h Engineering and Testing, Inc. g g g g+ 1 �1 1 PERFORMANCE TEST REPORT GORELL MODEL G5305 TILT DOUBLE HUNG WINDOW I H-R50 WNSIZE) (2' -8" X 5' -0 ") GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 Project No. T105 -01 1/22/01 1 1 1 Keystone Commons • 515 Braddock Avenue • Turtle Creek, PA 15145 (412) 824 -3316 • FAX (412) 824 -3367 ,t. II • Project No. T105 -01 '1 Report Date: January 22, 2001 • Page 1 of 4 1 PERFORMANCE TEST REPORT Manufacturer: GORELL ENTERPRISES, INC 1380 WAYNE AVE INDIANA, PA 15701 II Product Identification II Product Type: Double Hung Window Series/Model #: G5305 Specification: A 101/I. S.2 -97 Designation: H -R50 DOWNSIZE (32" X 60 ") AAMAINWWDA 101/LS.2 -97 GRADE 50 Test Reference: See Test Report No. ETC -94- 132 - 1472 -1 (dated: 8/24/94) by ETC Laboratories for full size test report. Product Description: Attached Test Results: Attached Test Equipment: FET Testing Date: 11/27/00 Detailed assembly drawings showing wall thickness of all members, corner construction and hardware application are on file and have been compared to the sample submitted. A copy of this report and test sample will be retained at FET for a period of 4 years. The results obtained apply only to the specimen tested. No conclusions of any kind regarding the adequacy or inadequacy of the glass in the test specimen may be drawn form this test. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. Prepared by Approved b r y:/' / ,..----) f , / P aul G. Farabau Patrick J. " ugh, P / / • Project No. T105 -01 Page 2 of 4 Product Description General: Test sample was comprised of Gorell Model "G5305" Tilt Double Hung Vinyl Prime, one- over -one (tilt loading type) double hung window, with an overall master frame size measuring 32" wide X 60" high X 4 -1/4" wide. The bottom sash measured 28- 1/16" wide X 29 -1/2" high overall. The top sash measured 27 -1/4" wide X 28- 11/16" high overall. The frame corners were of welded mitered with on screw in bottom corners construction. The sash corners were of welded mitered type corner construction. Bottom sash had an exterior r screen. Weather- stripping: Single strips of center fin pile seal (0.187" w x 0.23" h) at side face and exterior face of both sashes stile's. Single strips of center fin pile seal (0.187" w x 0.23" h) at head enclosure and j at exterior face of the top rails of both sashes and at the interior face of the bottom rail of the top sash. Single strip of center fin pile seal (0.187" w x 0.23" h) and one (1/4" dia.) bulb seal at bottom of the bottom rail of the bottom sash. Operators and Other Hardware: Each sash had two sets of constant force balance shoes, one per jamb. One cam -type sweep lock were attached to the center of the bottom sash meeting rail with keeper on top sash meeting rail. One plastic tilt latch with thumb actuator was housed at each end of the top rail and interior meeting rail of the bottom sash. One die -cast pivot bar was fastened with (1) screw at each end of the bottom horizontal rails of the top and bottom sash. Glazing System: Each sash was exterior drop glazed with 0.85" thick insulated glass using double -sided foam glazing tape. The sash utilized two (0.09 ") thick clear annealed glass lites with a 0.67" continuous metal spacer. An exterior snap -in single leaf dual durometer rigid vinyl- glazing bead secured the glass. Weep Holes: Two (3/8" x 1/8 ") weep slots were located through the bottom of the top sash bottom horizontal rail, one 4 -1/8" from each end. Two (1/4" x 3/32 ") weep slots were located at the glazing track of the bottom sash bottom horizontal rail, one 2" from each end. Two (3/8" x 3/16 ") weep slots were located just above the pivot bars on the ends of the bottom sash rail of the bottom sash. Two (5/8" x 1/4 ") weep slots were located on the exterior bottom of the sill and through one of the inner wall chambers of the sill, each one 1 -5/8" from each end. Four (5/8" x 1/8 ") weep slots were located on the inner chamber wall of the sill, two on very end of each side. Two (1/2" x 3/16 ") weep slots were located on the interior of the sill, one IF - 1-1/2" from each end. The frame sill was a sloped sill. Sealant: Silicone sealant was used at exterior perimeter of frame to buck intersection 1 1 11 - Project No. T105 -01 Page 3 of 4 Anchorage: A 1/2" wide x 1/2" deep wood furring strip were located around the perimeter of the exterior and interior side of the frame. The (finishing) nail pattern for the interior and exterior furring strip was 6" on center (nominal). GORELL "G5305" DOUBLE HUNG WINDOW Test Results Paragraph Test Title / Test Results Allowable Referenced Test Method Gateway Performance Requirements 2.1.2 Air Infiltration Test (ASTM E- 283 -91) @ 1.57 psf 0.10 cfin/sf 0.30 cfm/sf The test specimen meets the performance levels specified in AAMA /NWWDA 101 /1.S.2 -97 for Air Infiltration. 2.1.3 Water Resistance Test (ASTM E547 -96) @ 2.86 psf (with & without No penetration No penetration screen) 2.1.4.2 Uniform Load Structural Test (see optional performance results) 2.1.7 Welded Corner Test Meets As Stated 2.1.8 Forced Entry Resistance (ASTM F588 -97) Performance Level 10 Type A (Section 10) Sec. 10.1 Lock Manipulation Test No Failure As Stated Sec. 10.2.1.1 Test Al No Failure As Stated Sec. 10.2.1.2 Test A2 No Failure As Stated Sec. 10.2.1.3 Test A3 No Failure As Stated Sec. 10.2.1.4 Test A4 No Failure As Stated Sec. 10.2.1.5 Test A5 No Failure As Stated Sec. 10.2.1.6 Test A6 No Failure As Stated Sec. 10.2.1.7 Test A7 No Failure As Stated Sec. 10.2.1.8 Lock Manipulation No Failure As Stated Test 1 1 Project No. T105 -01 Page 4 of 4 GORELL "G5305" DOUBLE HUNG WINDOW Test Results (cont.) Paragraph Test Title / Test Results Allowable Referenced Test Method Specific Window Performance Results 2.2.1.6.1 Operating Force Test top sash 6 lb up, 11 lb dn 30 lb bottom sash 141b up, 11 lb dn 30 lb 2.2.1.6.2 Deglazing Test (ASTM E987 -88, Method B) Top sash left stile @ 50' lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 25 % <100% bottom rail @ 70 lbf 25% <100% Bottom sash left stile @ 50 lbf 12 % <100% right stile @ 50 lbf 12 % <100% top rail @ 70 lbf 25 % <100% bottom rail @ 70 lbf 12 % <100% Optional Performance Results 4.3 Water Resistance Test (ASTM E547 -96) @ 7.50 psf (with & without No penetration No penetration screen) 4.4.2 Uniform Load Structural Test (ASTM E- 330 -97) (0.4%xL) @ 75 psf positive 0.003" * 0.112" @ 75 psf negative 0.018" * 0.112" * - Maximum Deflections. 1 • i jo So/l .1-9d 'oNI 'JNIlSal G NIF133NION3 HOfld8Y VV 0 ® //'' ., m v a O o C v N O Cr c, _, c O p co, C O C O ? 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T { ??-76 O O 1 \ z OUTSIDE DIMENSION - mm 9 -C ; m ' 0 – tn in m -1 rn N �.. * mrm mm -1 z m o� is g gs –n --m EXTERIOR R ' z N � � o XI 1 4 ' m 0 _> I i �� b D r p � c � tn c . � n x 110- r- 7 Ei in — ° T m8 • { = 0 tlijj 9 . 0 t4 rn . . c . ...,•,„.__. i ,, • . - D m L . . • 0 � 4 rn . • 7� k r • 1 ) , J Q Q . INSIDE DIMENSION ` • rn N • 03 z \ - I ` ` 4 o o o • N Y rnz � n a Z 3. �• A z m o T =cn o S 6 b - Z m m Y °NV)O ra r mz �i � � cn L _ r m m cn cn _ - 0 h (J1 A (N N t. O �c rn -INi *r ° = r 0 c Z -` a w0 x W ° z rn �� 03 13n m env c =m N _ �l z m rn z z -4 $ I x o x p r,, ,cn { � OmNq A > > a m M I— v p �r-> OrnmNDi W Q 741 p � pOO � n z O�y "I ,rn 6 o 52 m o© N mrn O np O \ z \' 1 p m z v "' i o z v� \ m cn O z 2 k T.1 0 .Z. 25 - = P, 0 0 ti I Y _ 2 RI N c � � ? z �p R. r �1Q po r r A R 2, rr 2 zm� mof N r ni -., m RI as Pi II N G 0- x zNZ zW z c o z Z m O x -+ m cc,n m D v D C Y 0 Nn D v Z c n A m v z z N -0 m �� PP .0 -1 Y' m xC • V O a C _ O o Z C l�7rC IV. Q -<Z r r A z : H n m �m Q o z a z .O % M Z m • Q Z m l7 - • zm D z E W x a / v Ed WdES:V0 E00? 9 . t - rer 068TS9tPZZ : '0N Xdd S3SIadd91N2 113N0O : Wald Keystone Certifications, Inc. -,,..„., 2545 Lori Drive, Suite 204, York, PA 17404 Phone (717) 764 -6278 Fax (717) 764 -3049 Notice o Product Certification Authorization ication Authori .f .f z National Fenestration Rating Council Program Issued to: Certification Number Manufacturer: Gorell Enterprises 1099 Address 1380 Wayne Avenue Product Line Number Address Indiana, PA 15701 602 - - 002 NFRC Code: GOE /602 Date: May 12, 1999 The following NFRC product line has been Authorized for Certification: Model / Series: 5305 Double Hung Operator Type: Vertical Slider - Double Hung Frame Type: Vinyl Sash Type: Vinyl Expiration Date: January 18, 2003 Ratings Authorized to Certify: Rating Property Authorized NFRC 100 U- factor Yes NFRC 200 Solar Heat Gain Coefficient Yes NFRC 200 Visible Light Yes Conditions and Criteria for Product Certification Authorization: Manufacturer agrees to the following conditions and criteria per the NFRC PCP. 3.IA Products are marketed consistent to the simulated products. 3.1B Waiver requests shall be submitted to IA prior to marketing new products. 3.IC Only products with labels shall be considered Certified. 3.1D Only products authorized for certification shall be labeled. 3.1E Manufacturer shall designate individual responsible for proper labeling. 3.1F Manufacturer shall not use labels that are false, inaccurate or misleading. 3.1G No labels shall be attached to products that have not been authorized for certification. 3.2A Manufacturer shall maintain a documented in -plant quality control program. - 3.2B Quality Control records shall be maintained for 4 years. 3.2C Manufacturer shall have staff to properly inspect and maintain Quality Control records. 3.3A Manufacturer shall have temporary labels approval prior to printing. 3.38 & C Manufacturer agrees to the proper use of temporary and permanent labels. 3.5 Manufacturer agrees to obtain permission from NFRC to use NFRC certification mark. Attached are the Certification Authorization Reports printed from the NFRC database. You are authorized to label the options listed in the reports. Please notes Keystone within 10 days of receipt of any errors or omissions. - - 'ministrator's Signature: n /� .. .. . / l/ Date: .5 ro ) diligence was used in authorizing these products for certification. By accepting this report the licensee agrees to hold harmless and indemnify Keystone Certifications, Inc. from all claims or liabilities which may arise out of or in any manner based on this certification authorization. Certification authorization is based on NFRC program requirements and simulation and test reports from accredited laboratories. • An Independent Certification & Inspection Agency • Doc # 2005193401, OR BK 12509 Page 580, 1 of 1 Filed & Recorded 05/25/2005 at 02:59 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 .. (44 y • NOTICE OF COMMENCEMENT • Permit No. State of Florida County of ... DU-VOA • The `undersigned hereby gives notice that improvements will be made to. certain real property, and in • accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (Include Street Address, if available) 2 ? 2 ' o > } " _i . 42 - t3 , 1- ZS- 29e . t2 Y1 x 59 • General description of l • •ve, en K f ' e rni I%/ ' 1 i►_ �r+ _ ,�i G► • . • Owner Ki ' 9 a. A • • • " Address . - if _, I.. mo _ 22 Owner's Interest in site of the Improvement /� Fee Simple Title hoer (if other than owner) ✓ a Name Address . PPP Contractor A PIPCY IMIDIDOW Address PRO UCTS. INC. 4 1hi - - 7 / - Z 2 `f "7 0 r ' Surety 2633 POWERS. AVE. go :. Address JACRLUNVILLE, FL 32207 Amount of bond $ My person making a loan for the construction of the Improvements: , Name / • Address Person within the State of Florida designates `byowner upon whom notices or other documents may be served as provided by Section 713.13(1)(a) 7, Florida Statutes. Name /' Address / In addition to himself, owner designates Of . to receive a copy of the Uenor's Notice as provided In Section 713.13 (1)(b), Florida Statutes. Expiration. date of Noll = • f Commencement (the expiration date is one (1) year from the date. of taco ' g unless diff'' t dat1, Is specified) • 0' e,iflOkilc-rt4 Signature of Owner Printed Name of Owner Notary Rubber Stamp Seal 11" relied uposthe kUowing.ideadflcadon of the Affiant 6 . • r f Sworn to 'and su bed before ' / ay of V .. ,a/ id • Pri t ame 1r n4 BETTY FELDER • * fi s * MY COMMISSION fDO23g510 • it , • EXPIRES: December 7, 2007 • ., • . - 4p e ,P� • Spam Tin Budget Notary Swim J r j r s, CITY OF ATLANTIC BEACH R d } 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 F" Application Number 08- 00001270 Date 10/17/08 Property Address 2323 BAREFOOT TRAC Application type description RESIDENTIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc porch addition and 1/2 bath Owner Contractor ARD TOM TROUT, INC. 2323 BAREFOOT TRACE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 250.00 Plan Check Fee . . 125.00 Issue Date . . . Valuation . . . . 43200 Expiration Date . 4/15/09 Special Notes and Comments Roll off container company must be on City approved list and cannot be placed on City right -of -way. Must use City franchised provider for roll off container. Other Fees CITY RADON SURCHARGE .12 ST CONSTRUCTION SURCHARGE 2.17 AB CONSTRUCTION SURCHARGE .24 STATE RADON SURCHARGE 2.29 WATER IMPACT FEE 100.00 summary Charged Paid Credited Due Fee Total 250.00 250.00 .00 .00 ck Total 125.00 125.00 .00 .00 Total 104.82 104.82 .00 .00 479.82 479.82 .00 .00 ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA Boyd, Nancy From: Carper, Rick Sent: Friday, October 17, 2008 1:21 PM To: Boyd, Nancy Subject: RE: 2323 Barefoot Trace EROSION PLAN Nancy, that was all I needed. I've approved the application and passed it to Lisa for entry into the AS400. Rick From: Boyd, Nancy Sent: Friday, October 17, 2008 12:21 PM To: Carper, Rick Subject: FW: 2323 Barefoot Trace EROSION PLAN Rick, regarding permit app 08 -1270, attached is a site plan with the location of silt fence. Is this what is required for PW to approve the app.? Nancy From: William Stowers [mailto :wrstowers @hotmail.com] Sent: Friday, October 17, 2008 11:55 AM To: Boyd, Nancy Subject: 2323 Barefoot Trace EROSION PLAN Please find attached the erosion & maintenace plan for 2323 Barefoot Trace Atlantic Beach, Fl Thank you Store, manage and share up to 5GB with Windows Live SkyDrive. Start uploading now 1 , a MAP SHOWING A SURVEY OF % LOT 59, OCEANWALK UNIT TWO, AS RECORDED IN PLAT BOOK 42, PAGES 13, 13A, 13B, 13C AND 13D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA A PART OF OCEANWALK UNIT ONE PLAT BOOK 42, PAGES 1A -1F LOT LOT I 32 LOT 34 33 I 7 81. ELD, I FOUND 1/2 8' 58 "W p 3'39"W 80.82 I I PIPE NO 10 _ ----- — — G c_. -' \ f } �jj N� SE W E RS ^ N /1 1 'f 'CR DRAM UTILITIES A , d F G . -,' \ �1 �� -� �,c�� `: lil P ool , .....,'1 Ant ' 1. o ¢ `/ � �o. s . b .-• 1 ; 1 ' ' DO I! Q I � 1il i l �1 i 1 441. � 1: t 1 1 1 1 1 III 1 1 1III 1 1 PU P I r • LOT A 3 , 1' �l�I.ItI.., . .44 1 I 0 2o s' z7 I1 58 70.6' m 20.4 - 11 1 } 1 LOT " i. d 71.4' { 'I 60 fi I TWO STORY ' d 30' FRAME /BRICK Ili ---- — SCALE: 1 " ;.■ N ' RESIDENCE ; I N A/C N. POSTED "2323" ' III!" --___– P4D ' 0.7 ©^ FFE =10.55 A/C 8.4' 73.0' *: 6.8' A 1` PAD 5.0' 'a � .r12.Y = O ` 3 A11 .5 K 6' 7.6' ^ W � r- in u) 4 " l am .. U')O c c K cV n 0 CIO !, , ^ d- N. FFE =10.14 n • N. i o • C O NC I RE:E . • D Z Wy 10.9. 7 . 2' .. ;° 7.2' u 0'X'.0' SEA CASEMENT Z. .o v :o it V> } a FOUND 1/2- �ill _ 4 � — ''-- IRON PIPE "LB1704" SET 1/2" IRON — PIPE (LB 3672) BAREFOOT TRACE (50' RIGHT -OF -WAY) (PAVED) t CHORD BEARING= NO3'40'32 "E CHORD DIST= 92.00' NO3'42'41 "E 92.04'(FIELD) RADIUS =805.87' NOTES: LENGTH= 92.05' 1)THIS IS A BOUNDARY SURVEY. 2 }BEARINGS BASED ON THE NORTHERLY LINE OF LOT 59, BEING SOUTH 74'32'53" EAST, AS PER PLAT. 3)N0 BUILDING RESTRICTION LINE PER PLAT THIS SURVEY WAS MADE FOR THE BENEFIT OF RICHARD ARD THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS 1 ,CAN BE DETERMINED FROM THE FLOOD ''SURANCE RATE MAP COMMUNITY PANEL IMBER 120075 0001 0, REVISED APRIL 17, 1 9 FOR THE CITY OF ATLANCTIC BEACH, 4L COUNTY, FLORIDA. STEPHEN W. CREWS, P.S.M. WITHOUT 17,E SIGNATURE AND THE FLORIDA UC. SURVEYOR and MAPPER No. LS 5996 SE0 SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 9 MAPPER." 9Y: BOATWRIGHT LAND SURVEYORS, INC. DATE: JUNE -22 -2007 CRT 1500 ROBERTS DRIVE SHEET�OF .1____ 107-739 JACKSONVILLE BEACH, FLORIDA 241 -8550 E • - 1 t- 2 "1 0 12--t Jc • • • • 1 i I `�° > c 1 z(0 o O U 0 \ �3 "E 00 I i W F-0 O Z 5�3sE. N +,� O D 1 70.55' F I E ) I I ^ -I r r xi LD o z Z f = x 1 127.3' 7 0 . 56 o Po �> n z_ 5 2' 4 STF ps D m :i D 70 11.t' , L o ? 0 15.7' w . j , 'II r z N - Z p D Z . 7.4' o iII�I *� . � ■ ' ^ U) ' s..,_ • . - 0 C (n O T1 Q fTl X N R O i O ' A � � �-.. �'-I ry� O O O Tt (n (n D Q m �� . W O m 4 ' o . n - o:m rn ■ rn I m pi m cn p ��'m z U C7 0 o : I -+ W � - O 44 0 oQW 3.- = o N - n c0 r �m n Z N, U W O - < �.; a I C O N D n c, 1.7' :��. ,. • 0 O U s.o )->- D D Co 0 r cn z 1.7'\' D o fTI T� U \:A/ \ '- \ I � O (n C O -O rn VJ \ADD)710a, C � — D Z 0 45.3' \ \ \ \ \\ I g-' N r — C v �> o C T r rn o� v _.�3 ti l O < W N v _ _ _ Z D 0-N-< .5 " W I° oo° CN �, 171.47' z Z ■ 044W °_ -° �, O O 171 .55'(FIELD) I r "' e D I M I r� N 1 C,,, p O I .. 1 —I Y W CITY OF A LA NTIC D BEACH BUI n �j WI�1G OFFICE opy � ° \ OCT \.1 5 2008 co By .. Ct/I--------s-.- ?1 0( - ) v,0 o z - C) -I -I (A mE rv� Z :A= Sgo CcDC I - ± - >Z1 - 6=4 O r>m A Z-1 < °3 Z O _1mm= � ° - 2 x Ar- i- m p > CDm j o �_ N -5 °rc O O ��n ° Z-0 fir— C)) °o C N m ° m O (J) > e N .. a c i p —1 r X7 M 0 0 mi--1 — 1 m O >m 0 � n X ° mo° z -! m J — 0 - co D O • Z o A� 0 Ui m - 7 m_ cn C a � A 1 �, (/) r1 r rl Z of m \ W �> r -1 0 j O N D CO °° 1 N .< S.74• oxi 70 -- z * z O 574'32 Z °D - 1 ° m = O �� CD NCRD `TE DR �E W A 0 0 D' 0 7. z C m X m 0 p = C - __ uZi r ' Q - �J '>7 :1.6. °m z C =D r - =ZM > c) N Zf ( � ' Z Z o 7< r�z0 s : 0 CO VI O n °_ �m - - 0 v -I Z0� D 28.6' m Z D 07 J >O m N -I C O O LT ' 27.7' ›s o � D �Z °D D _ �� T a �' 27.0' I— p z _ r D O 03 co FA nl = . o � J -- I N D � r o.. M O II O Q rn r, D (Ji • m^ (O Z T ' Q �.. � • n O II G7 �. m _ Z . rn � � . ...;. M O r - O Z ' XI CC r = i N pOm n> D t �O o tl J N m m n• iv 0 -< (1) C7 X m p1 1 ' 1 -o v„ 72.3' 1 ▪ — z Cm °� mm Oo n cr R. SO > CD N ' N 78'. 0 p DD Nz I N78 D 13 73 D M 2 0 (n a. - N C N O Z 71 mrn m� n = h t N z xl m I °Z co N r m 0 0 00o Z ( -. 1 r N cri O co TI 0i 1 O2 NOW O5 ialionagen O 3 R•vi.• & Reoutwalt aeopeee Co Dammam ° I LJ*.w. ru w. ' ..i.f .M .w 71 i rem* aoes not ream do C .oar r.. asoolloMS r a .w r wKrlru rn designs tor which n» ao... 1 ia�� aiID • w.i a do : oars Dowm.,* w de er d. a.l rtir.iner.M.rates r agi The review close not aadibr N MIR elladdlill aai}ia.s. der a tria ooneduarak, to ONO ar papaw MOM Morro r ,� 1oR . � 13 4 0 4. 0 > < Checked eyl Signature: C C C TC C C C c:-.) �� C 1 C ' i 6 o C1 • C 0 1 N 1 N C 0 V ,,,,,,,,,,,,,,,,,,,,, C,, ,,,,,,,,,,f /,,,,,v),,,C,C 24 -z- - BEARING HEIGHT SCHEDULE 10' 7 -1/8" q' 1 -118" 700 > . 400 N C-J 0 0 O ;;s 0 0 0 N o , r `. c� NOTES. I 4 1 1) REFER 10 HID 91 (RECOMMENDATIONS FOR d , HANDLING INSTALLATION AND TEMPORARY BRACING>. REFER TO ENGINEERED DRAWINGS FOR PERMANENT /� _ BRACING REQUIRED. /� 2) ALL TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER TO DETAIL 0105 FOR ALTERNATE BRACING REQUIREMENTS. \ 0, 3.) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY BUILDER. G 0 I r) O 4.) ALL TRU55E5 ARE DESIGNED FOR 2' o. c. I/ MAXIMUM %PAGING. UNLESS OTHERWISE NOTED. I 5) ALL WALLS SHOWN ON PLACEMENT - -- - - - -- - - - -- - - -- - - - -- o PLAN ARE CONSIDERED TO DE LOAD 0 1 DEARING, UNLESS OTHERWISE NOTED. \ 1- 6) W 4 THE U TOP BEING p E INSTALLED \ \ _ G 12 7.) BEA FURNIS MIHEA HED DEBY R /LINBUTEL ILDER. (HDR) TO BE __ \ '' ®Builders \\ \\ , \-- 4FirstSource '\ 3 PHONE: 504-772- 6100 0 F FAX 504- 772 -1573 Bunnell \ \ \ 1 PHONE: 386- 437 -3345 FAX 386- 437 -3554 � V---) Lake City PHONE: 386- 755 -6854 FAX 386- 755 -7573 C o O Sanford PHONE 407- 322 -0055 FAX 407 -322 -5553 o O o O Freeport PHONE 850- 835 -4541 FAX 850 -835 -6835 - .) \i-\ \ 1 Treasure Coast 7 - % ` PHONE. 772 -468 -8160 FAX, 772 -468 -8181 Tampa PHONE: 813- 621 -5831 FAX 813-628-8556 4_ g_0 71.1LD0K ><—> G > Tom Trout .E6hl hD5 555: 0 2323 Barefoot Trace ilOUEL Rcrinion N Ard Residence it, 5y ATE - MAIN 6Y: 2r1g,n,1 pa larencaI 9/30/08 JEE 290244 31 lard 401 51 lcrcl 66 6- 140,y1 290244 t otimoul t . ot;ous L 4.11 .Builders s,,,. ........ Fk. . FirstSource ; • `' fi : IA S t NO. 4 8 9 HJAXMF Project Information: Builder: Tom Trout Homes Builders FirstSource • ,v Z � T OF : ge E Model: Ard 6550 Roosevelt Blvd. ,. ST�J ii," Builders FirstSource Job #: 290244 Jacksonville, FL 32244 i� 4.1f. : : ii ` Street: 2323 Barefoot Trace . / � /. R \O ��.� City: Atlantic Beach / ` County: Duval �,, S'Qn `�� Building Code: FBC2004/TPI2002 Computer Program Used: MiTek 6.3 Gravity Loads Wind JULIUS LEE'S CC NSULT. ENGR INC Truss Design Information: Y Roof: 32 psf Total Wind Standard: ASCE 7 -02 1455 SW 4TH AVE , DELRAY BEACH Floor: 55 psf Total Wind Speed: 120 mph FLORIDA. 33444 Mean Roof Ht: 18 ft Exposure: C Note: Refer to individual truss design drawings for special loading conditions, REVIEWED design criteria, truss geometry, lumber, and plate information. By Julius lee at 7:50 pm, Sep 30, 2008 Design Professional Information: Design Professional Of Record: Unknown at time of seal License # : Unknown Delegated Truss Engineer: Julius Lee, PE License # : 34869 ,0 0 4 D 2 N oted O fi koommion Exceptions ❑ 3 Revise a Rmubn* This truss specification package consists of this index sheet and 15 truss design drawings. Reviewed only for weal caviondise eft M pada addidaddla WNW in Documents his signed and sealed index sheet indicates acceptance of my professional engineering review Convect and 011111010111/ 011111010111/ oNt Wa f � (smona dose not nts relive IN Cont�olR 1111111 M U► y of responsibility solely for listed truss design drawings. The suitability and use of each truss designs for which the olw oontro io net otflU late wak component for any particular building is the responsibility of the building designer per TPI. a the Centric+ Wawa, and for M alp d oarPudbn Thi wow doss not confider 1 o oft • Siglan011 wig mamma at 0» oonsoutan, or o/Ky, • • • M proprwns inciXaYl thereto. Mu& are Date: D t �" GRACE OONSIlLTN�Ii INC. Checked By: Signature: Truss Truss Drawing Seal Truss Truss Drawing Seal Truss Truss Drawing Seal # Label it Date # Label # Date # Label # Date 1 CJO2 290244001 9/30/2008 2 CJO3 290244002 9/30/2008 3 CJO4 290244003 9/30/2008 , 4 CJO5 290244004 9/30/2008 5 CJO6 290244005 9/30/2008 6 EJ01 290244006 9/30/2008 7 EJ02 290244007 9/30/2008 8 HJO1 290244008 9/30/2008 9 HJO2 290244009 9/30/2008 10 HJO3 290244010 9/30/2008 11 HJO4 290244011 9/30/2008 12 HJO6 290244012 9/30/2008 13 T01 290244013 9/30/2008 14 T02 290244014 9/30/2008 15 T03 2902440/5 9/30/2008 Page 1 of 1 Job Truss Truss Type Qty Ply 0 0 290244 CJO2 JACK 10 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10 :46 2008 Page 1 • -2 -0 -0 4 -9 -13 2 -0 -0 4 -9 -13 Soak 1:14.1 • 6,00 FIT 2 t/ 4 1 2x4 4-9-13 4 -9 -13 LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.02 2 -4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.04 2 -4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 -9 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3 =96 /Mechanical, 2= 296/0 -3-8, 4 =23 /Mechanical Max Horz2= 191(load case 6) Max Uplift3=- 78(load case 6), 2=- 240(load case 6) Max Grav3= 96(load case 1), 2= 296(load case 1), 4= 69(load case 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2- 3=- 117/33 BOT CHORD 2 -4 =0/0 NOTES (6) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =-left; TCOL= 4.2psf; BCDL= 3.Opsf; Category II; Exp C; enclosed; MWFRS and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) `This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 3 and 240 Ib uplift at joint 2. 6) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 0 0 290244 CJ04 SPECIAL 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:47 2008 Page 1 3 -3 -15 8 -8 -11 3 -3 -15 5 -4 -12 4 Scale = 1:19. 4 I 2x 6.00 1 2 1 >iioo/i000 � x4 = '/ 5 PI 2x4 11 1 1 '/ -/ 3 -3 -15 5 -2 -4 8 -7 -14 3 -3 -15 1 -10 -5 3 -5 -10 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.03 1 -2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.02 1 -2 >999 240 BCLL 10.0 • Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1D TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 130/0 -3 -8, 4 =53 /Mechanical, 5 =9 /Mechanical, 6= 357/0 -3 -8 Max Horz 1= 205(load case 6) Max Uplift4=- 59(load case 6), 6=- 248(load case 6) Max Grav1= 130(load case 1), 4= 53(load case 1), 5= 41(load case 2), 6= 357(load case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 391/24, 2 -3 =- 372/84, 3-4= -73/15 BOT CHORD 2- 6 =0/0, 5 -6 =0 /0 WEBS 3.6 =- 306/622 NOTES (8) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; MWFRS and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint 4 and 248 Ib uplift at joint 6. 8) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard • Job Truss Truss Type Qty Ply 0 0 290244 CJO6 SPECIAL 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:48 2008 Page 1 • 3 -3 -15 8 -6-4 3 -3 -15 5 -2 -5 4 1 1 Scale • 1:19.3 2x4 I I 8.00 12 3 e2 2 3x4= S 2x4 II 1 '/ 3 -3 -15 5 -2-4 8 -5 -7 3 -3 -15 1 -10 -5 3 -3 -3 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) 0.03 1 -2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.02 1 -2 >999 240 BCLL 10.0 • Rep Stress Incr YES WB 0.15 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 31 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 130/0 -3 -8, 4 =46 /Mechanical, 5 =7 /Mechanical, 6= 352/0 -3 -8 Max Horz 1= 200(load case 6) Max Uplift4=- 53(load case 6), 6=- 245(Ioad case 6) Max Grav1= 130(load case 1), 4= 46(load case 1), 5= 37(load case 2), 6 =352(load case 1) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 381/24, 2- 3=- 361/83, 3- 4= -66/13 BOT CHORD 2- 6 =0/0, 5 -6 =0 /0 WEBS 3-6 =- 302/613 NOTES (8) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL =3.Opsf; Category II; Exp C; enclosed; MWFRS and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 4 and 245 Ib uplift at joint 6. 8) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 0 0 290244 EJ02 MONO TRUSS 2 1 • Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:49 2008 Page 1 • -2-0-0 4 -2 -3 8 -1 -6 2 -0 -0 4 -2 -3 3 -11 -3 4 Scale 1.20.3 2x4 6.00 12 3 2 y' 131 ENE • '/ 6 5 3x4 = 2s4 = 804 8 -0 -4 LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.21 2 -6 >458 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.37 2 -6 >256 240 BCLL 10.0 • Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2004ITPI2002 (Matrix) Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9 -11 -9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4 =93 /Mechanical, 2= 390/0 -3-8, 5= 143/Mechanical Max Horz2= 271(load case 6) Max Uplift4=- 92(load case 6), 2=- 258(load case 6), 5=- 66(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/49, 2 -3 =- 281/155, 3-4 =- 100/32 BOT CHORD 2-6 =- 395/198, 5 -6 =0/0 WEBS 3- 6=- 225/449 NOTES (7) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.Opsf; Category II; Exp C; enclosed; MWFRS and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 Ib uplift at joint 4, 258 Ib uplift at joint 2 and 66 Ib uplift at joint 5. 7) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1 Job Truss Truss Type City Ply 0 0 290244 HJ02 MONO TRUSS 1 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:51 2008 Page 1 4 -3-4 1 7 -7 -15 I 8 -6 -7 4 -3 -4 3-4 -12 0 -10 -8 3x4 scale =1:2o.e 3 43x4 11 11 9 4.24 riT 3x8 2 2x4 11 , 1 P 8 7 3x4 8 2x411 5 3x5 = 8 -6 -7 8 -6 -7 LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.02 5-6 >999 240 BCLL 10.0 Rep Stress lncr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* W1 2 X 4 SYP No.2 REACTIONS (Ib /size) 532 /Mechanical, 7= 322 /Mechanical Max Horz7= 165(load case 3) Max UpliftS=- 388(load case 3), 7=- 102(load case 3) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 28/34, 2 -9 =- 184/7, 3- 9 = -62/0, 4 -5 =- 302/217, 1 -7= -40/0, 3-4= -58/36 BOT CHORD 7- 8 =0/0, 6 -7 =- 319/465, 5 -6 =- 319/465 WEBS 2- 5=- 485/338, 2 -7 =- 540/185, 2-6=0/140 NOTES (9) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.Opsf; Category II; Exp C; enclosed; MWFRS; Lumber DOL =1.60 plate grip DOL =1.60. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SYP No.2 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 Ib uplift at joint 5 and 102 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 Ib down and 118 Ib up at 5 -6 -13 on top chord. The design /selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular Lumber Increase =1.25, Plate Increase =1.25 Concentrated Loads (Ib) Vert: 9=- 225(F) Trapezoidal Loads (plf) Vert: 1=- 0(F =27, B= 27)- to- 3=- 136(F =-41, B =-41), 8= 0(F =5, B= 5)- to- 5=- 28(F = -9, B = -9), 3=- 136(F =-41, B= -41)- to- 4=- 150(F =-48, B =-48) Job Truss Truss Type Qty Ply 0 0 290244 HJ04 MONO TRUSS 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:53 2008 Page 1 -2 -2 -0 4 -3 -11 8 -3 -11 2 -2 -0 4 -3 -11 4 -0 -0 ° 1 - I� 1 Scale =119.5 3x4 i 3 55412 ' wt 2 e1 II MN ,I d " 2x4 n 6 5 mud 7 1 3x4 = 21= 8 -2 -11 8-2 8 -2 -11 0 -0 -4 LOADING(pst) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.04 6 -7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.06 6 -7 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4 =13 /Mechanical, 2= 328/0 -4 -2, 5= 326 /Mechanical Max Horz2=- 87(load case 6) Max Uplift2=- 281(load case 5), 5=- 168(Ioad case 5) Max Grav4= 49(load case 3), 2= 328(load case 1), 5= 326(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/50, 2 -3 =- 323/154, 3-4 =0/21 BOT CHORD 2 -7 =- 77/271, 6- 7=- 77/271, 5 -6 =0/0 WEBS 3-6 =- 309/88, 3- 7=- 231/342 NOTES (7) 1) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; MWFRS; Lumber DOL =1.60 plate grip DOL =1.60. 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 2 and 168 Ib uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (p10 Vert: 1 -2 = -54 Trapezoidal Loads (plf) Vert: 2= 0(F =5, B= 5)- to- 5=- 133(F = -61, B =-61) 1 Job Truss Truss Type Qty Ply 0 0 290244 T01 SPECIAL 6 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:55 2008 Page 1 3 -3 -15 9 -1 -0 15 -2 -0 17 -2 -0 5 -9 -1 6 -1 -0 2 -0 -0 3 -3 -15 scam =1'27 e 5x8 = 3 W1 800 12 1 4 6x6 6 5 2x4 II 3x4 1 3 -3 -15 15 -2 -0 3 -3 -15 11 -10 -1 Plate Offsets (X,Y): [2:0- 4 -0,0 -0 -13] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.44 2 -6 >408 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.41 2 -6 >435 240 BCLL 10.0 * Rep Stress Incr YES WB 0.10 Horz(TL) -0.21 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 69 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D *Except* TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc puffins. T2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 470/0 -3 -8, 4= 605/0 -3 -8 Max Horz1= 105(load case 6) Max Upliftl=- 213(load case 6), 4=- 349(load case 7) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 198/244, 2- 3=- 760/743, 3-4 =- 832/800, 4 -5 =0/52 BOT CHORD 2- 6=- 446/674, 4- 6= -452/686 WEBS 3- 6=- 129/302 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; MWFRS and C -C Exterior(2) zone; Lumber DOL =1.60 plate grip DOL =1.60. This truss is designed for C -C for members and forces, and for MWFRS for reactions specified. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SYP No.2 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/7P11 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 Ib uplift at joint 1 and 349 Ib uplift at joint 4. 7) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 0 0 290244 T03 SPECIAL 1 2 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Tue Sep 30 18:10:56 2008 Page 1 -2-0-0 4 -1 -3 7 -8 -0 � 8 -7 -4 � 9 -6 -8 � 13 -1-4 � 17 -2 -8 � 19 -2 -8 � 2 -0 -0 4 -1 -3 3 -6 -12 0 -11-4 0 -11-4 3 -6 -12 4 -1 -4 2 -0 -0 Scale t34 6 4x5, 4x5= 3x4 = 6 4 5 9 0 2x4, 2x4 13.001 12 W2 /12 7 3 R 1∎- W1 � Y 8 i _All 0 4x10 = 12 ii 10 OS a 1 " 4x10= 6xa= 4x10= 4x10= 7-8-0 � 9 -6 -8 17 -2-8 7 -8 -0 1 -10 -8 7 -8 -0 Plate Offsets (X,Y): [2:0- 5 -0,0 -1 -7], [7:0- 0- 0,0 -0 -0], [8:0- 5- 0,0 -1 -7] LOADING SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.09 10 -12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.10 10 -12 >999 240 BCLL 10.0 Rep Stress lncr NO WB 0.21 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 240 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 8 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 2142/0 -3 -8, 8= 2131/0 -3 -8 Max Horz2= 229(load case 5) Max Uplift2=- 1586(load case 5), 8=- 1459(load case 4) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/55, 2 -3 =- 420713218, 3-4 =- 3971/3147, 6 -7 =- 3950/3116, 7-8 =- 4186/3100, 8 -9 =0/55, 4 -5 =- 3580/2892, 5 -6=- 3562/2845 BOT CHORD 2-12=-2894/3729, 11-12=-2739/3509, 10-11=-2739/3509, 8-10=-2715/3709 WEBS 3 -12 =- 225/203, 4 -12 =- 1098/1336, 6 -10 =- 1135/1326, 7 -10 =- 223/6, 5 -12 =- 341/368, 5 -10 =- 188/280 NOTES (11) 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 Ib down and 12 Ib up at 7 -8 -0, 13 Ib down and 12 Ib up at 7 -8 -0, and 13 Ib down and 12 Ib up at 9-6 -8, and 13 Ib down and 12 Ib up at 9-6-8 on top chord, and 324 Ib down and 304 Ib up at 7 -6 -10, 442 Ib down and 414 . Ib up at 7 -6 -10, 863 Ib down and 809 Ib up at 8 -7 -4, 622 Ib down and 583 Ib up at 8 -7 -4, and 324 Ib down and 304 Ib up at 9 -7 -14, and 324 Ib down and 304 Ib up at 9 -7 -14 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 2) 2 -ply truss to be connected together with 10d (0.131'x3 ") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 Ib down and 12 Ib up at 7 -8 -0, 13 Ib down and 12 Ib up at 7 -8 -0, and 13 Ib down and 12 Ib up at 9 -6 -8, and 13 Ib down and 12 Ib up at 9-6 -8 on top chord, and 324 Ib down and 304 Ib up at 7 -6 -10, 442 Ib down and 414 Ib up at 7 -6 -10, 863 Ib down and 809 Ib up at 8 -7-4, 622 Ib down and 583 Ib up at 8 -7 -4, and 324 Ib down and 304 Ib up at 9 -7 -14, and 324 Ib down and 304 Ib up at 9 -7 -14 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -02; 120mph (3- second gust); h =18ft; TCDL= 4.2psf; BCDL= 3.0psf; Category II; Exp C; enclosed; MWFRS; Lumber DOL =1.60 plate grip DOL =1.60. 6) Provide adequate drainage to prevent water ponding. 7)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) All bearings are assumed to be SYP No.2 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1586 Ib uplift at joint 2 and 1459 Ib uplift at joint 8. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 Ib down and 12 Ib up at 7 -8 -0, 13 Ib down and 12 Ib up at 7 -8 -0, and 13 Ib down and 12 Ib up at 9 -6 -8, and 13 Ib down and 12 Ib up at 9-6 -8 on top chord, and 324 Ib down and 304 Ib up at 7 -6 -10, 442 Ib down and 414 Ib up at 7 -6 -10, 863 Ib down and 809 Ib up at 8 -7 -4, 622 Ib down and 583 Ib up at 8 -7-4, and 324 Ib down and 304 Ib up at 9 -7 -14, and 324 Ib down and 304 Ib up at 9 -7 -14 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 11) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 LOAD CASE(S) Standard 1) Regular Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -0 = -54, 6- 9 = -54, 2- 8 = -10, 4 -6 = -54 Concentrated Loads (Ib) Vert: 4=- 26(F = -13, B = -13) 6=- 26(F = -13, B = -13) 11=- 1485(F= -863, B= -622) 12=- 766(F= -324, 8 =-442) 10=- 648(F= -324, B= -324) ° td H txJnnn � z 0 �v 0 � 0 H°d 40 caw • • i �cnca" ! d-i o M � '� rod r ! H L. "' am t z — * I - * 0 � ' t17 qt, ,� � d ,P �� ? - to pi w _ _ CO I 'r�'� C7 :° *oy -° *O ' 0 *pH o z o v� �n cn z '1 �, b , i o i 0 oop li 0 oz x� ° 1_, z y m-,2 y rorob �� q » u� — * - - * OH a �y a En ° y y )14.1 i a � r R a H g H� H 1-5 H "i H t l CO CO / i " ! 9 0 1; A! 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M cla --........\ e.-0,, z 1 18 glie m ,= - 4 1 z ''' n 00 0 CA A 4 r 9 Ft:1 w Lq zo. I__, gO 1 z O P M g � C zo o t ” tj le pi btu rn b x ki Pm el IV Z z O to m 4 j 8 ! EFL —. � :0000000 * R�En tKi tri o,� E �' � 9 &99e9s ' c � tij 0 N x '�P 000000 \. z H - K co 0 0 0 0 0 0 0 •S E 0 , III x m m -4 x \\ \411 0® • ®• ® 0 W ,y MI Pi z 0 t9 '� e71 0 I \ Z .p.m Z d � xW M r OD 0 ti NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of Florida County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 71p�_ - Li D.. L0* S Address of property being improved: c� � ;'�� , t)- . 3 �t,.. a- General description of improvements: s c ) o * � �-- . Owner 9vi rx` r - Address c SD-? C o• qyo. -. e 4 42 - r � L. a 3 Owner's interest in site of the improvement Qe- 5 ;�� z--• Fee Simple Titleholder (if other than owner) 4A Na e Address ntractor Tom Trout , Inc . Address 5569 Bowden Road, Jacksonville, Florida 32216 Phone No. 904 - 737 -5412 Fax No. 904 - 737 -1044 Surety (if any) nrA" Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name t Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may n b5s rved: Name I � Address Phone No. Fax No. ✓-- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2j (b Florida Statutes. (Fill in at Owner's option). Name t ^") Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is ne (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY I / � //j/ OWNER ( ` ,/ s'y��`�r City of Atlantic Beach /� f l /� y a '4 Building Department APPLICATION NUMBER , "` t it g p " k ,� (To be assigned by the Building Department.) , s 800 Seminole Road ,� , a . I, � Atlantic Beach, Florida 3223 °' >. — . c c� 1 Phone (904) 247 -5826 • Fax 247 - 5845 ) / ._. 319r E -mail: building- dept @coab.us ' City web -site: http: / /www.coab.us ; Date routed: `1 i�o og APPLICATION REVIEW AND TRACKING FORM ■ Property Address: 0234, b, -�_ =:��nt review required Yes No / PI- I . . 11 oni Applicant: - 1 - 57» 7,er � . _, __' . /�� ►nor s Prot gig , � j �--- ect: p Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection /17E4/ Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants N /� Division of Alcoholic Beverages and Tobacco _____,...--• Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. (Circle one.) Comments: 0 BUILDING 0 ` v � PLANNING & ZONING PUBLIC WORKS Reviewed by: / / Date: �UA/ PUBLIC UTILITIES Second Review: Approved as revised. ❑Denied. Comments: sr (AS_ Cv n v , v`II ��d� PUBLIC SAFETY ('1f 11„Cr� , �t Y - 4 FIRE SERVICES Reviewed by. - Date: / /7 /( Third Review: Approved as revised. [Denied. Comments: Reviewed by: Date: MAP SHOWING A SURVEY OF LOT 59, OCEANWALK UNIT TWO, AS RECORDED IN PLAT BOOK 42, PAGES 13, 13A, 13B, 13C AND 13D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA A PART OF OCEANWALK UNIT ONE PLAT BOOK 42, PAGES 1A -1F LOT LOT LOT 32 $ 34 1 501'38'58"W , .W 81.09(F ' I FOUND 1/2" FOUND 1/2` I 50118'39" 01'38 39 W 80. t ! N O N ID IPE - - �_ - .. �- - - .�-- I IRON PIPE 196715" _ - FOR DRAINAGE, U ILIT!ES AND SEWERS` RETAINING 12 5' EASEMEN f WALT- TEPS !!j(( 1\151TI t% y h Nd'w / Q ,` •.'1 141 1 I- ca A ... ; 1 a .., z s ue ' , 8 4 •ViWl R N V l Q 1. �1' +n V ,�,,`1l •l < iiii,i p 1l Ps+ 11 LOT -,; .o:s 104i . h 14141 00. 2 Pu ;? ;iii 58 Pno 3 10.6' b, 20.4 • , {1I;�;i11i! per' I4 LOT 0 /. o M 11.4' 1! 60 ' TWO STORY 1 g FRAME /BRICK it —' SCALE: �" 30' N RESIDENCE N I , i d, N A/o o . POSTED '2323" ,I. �� PAD : t I 0.2' � � FFE =10.55 A/c -: a 6 PAD k 8.4 5.0, 13.0' .�. k i` h �,a12.7 a w ^� K 6.5' 7.6• 0 .t If) n to O N ,, ri GV N a h co OJ v~i d' o. FFE =10.14 , '... . " . .. r h Z 1•• oNcRE' D • Z (/j a j 10.9' 7.2 I. •: U 10'%10' JEA EASEMENT o .. 1 v ro < N N µ • Mr IRON PIPE SET 1/2" IRON - PIPE (U3 3672) .1 BAREFOOT TRACE (50' RIGHT -OF -WAY) (PAVED) CHORD BEARING =NO3'40'32" E CHORD DIST= 92.00' NO3'42'41 "E 92.04'(FIELD) RADIUS = 805.87' NOTES: LENGTH = 92.05' 1)THIS IS A BOUNDARY SURVEY. 2)BEARINGS BASED ON THE NORTHERLY LINE OF LOT 59, BEING SOUTH 74'32'53" EAST, AS PER PLAT. 3)N0 BUILDING RESTRICTION LINE PER PLAT THIS SURVEY WAS MADE FOR THE BENEFIT OF RICHARD ARD THE PROPERTY SHOWN HEREON APPEARS 0 LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE FLOOD NSURANCE RATE MAP COMMUNITY PANEL UMBER 120075 0001 D, REVISED APRIL 17, 989 FOR THE CITY OF ATLANCTIC BEACH, UVAL COUNTY, FLORIDA. STEPHEN W. CREWS, P.S.M. "Nor VAUD WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 iMRRNAL RAISED SEAL OF A FLORIDA UCEHSED URVEYOR AND MAPPER." FLA. LIC. SURVEYING &MAPPING BUSINESS No. LB 3672 NECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: JUNE -22 -2007 RAWN BY: CRT 1500 ROBERTS DRIVE SHEET i_OP L t ILE #: 2007 -739 JACKSONVILLE BEACH, FL ORIDA 241 -8550 6S LAN r � s " a r " '',', ,.;::-7- iii CITY OF ATLANTIC BEACH 'US 4. BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: / 0 - c ) - O 4) Job Address: - 3 , �r� © 3 B i i ro, c e Owner of Property: c& ', k - A 14 ; o - Address: ,Z. 7, ?> 48. al,.c- e, ' a el- fs'o..� e. , Telephone: '50 Li -- .29a - 0 A54 Legal Description: Block Number: ) Lot Number: 55 Zoning District: ) e -A- .. L. , ; Contractor: Tom Trout , Inc. State License Number: C ac - a �. ta f 4 Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: (904) 737 -5412 Fax: (904) 737 -1044 Describe proposed use and work to be done: �e 5 ,),. .e - ? o'- L. 14. Lk .4 ;0..._ . 1 6_1.... - 0-.. J&.. l F. Present use of land or building(s): c,c3.s.,, &-c ..c- a Valuation of proposed construction: , 3 0 2 0a / o o New electrical or increase in service? FU 0 New plumbing fixtures? (i a 5 . New fireplace? © New heating/air conditioning? _ PG' Is approval of Homeowner's Association or other private entity required? 144 If yes, please submit with this application. L Ye-5 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. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and two (2) 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 In addition to construction and engin • detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should cient to depict all required information in a clear and legible manner. I hereby certify that all informatiii7 d with 0 application is correct. v Signature of Property Owner: A / / Date : ?I fri I hereby certify that I have r 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.ft.us Page 1 Revised 1/15/03 LOT 59, OCEANWALK MAP SHOWING A 13C AND CE OF THE C U IT TWO, AS RECORDED IN S T B 0K 4 OF 2, URRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OGES 1D 13A, 1313, A PART OF OCEANWALK UNIT ONE PLAT BOOK 42, PAGES 1A-1F LOT / 34 LOT LOT r 33 32 r S01'38'S8' W 81.09'(FIELD) r 80.82' FOUND 1 IRON PIPE 1/2 SO) .38'39 "W r NO IO IP " 25' EASEMENT FOR DRAINAGE, UTILITIES AND SEWERS RETAINING WALL .� CD" STEPS ■■ Cr_ In �CSN�. x1111 -.... % .- r rr s"S"� ■111111 1� i PATIO v 11 POOL 1 .. y Le) N N 8. 4' t At li ! I. 1 1 1� 1 1.. r �I�. 1 ■ ►�yCRE NED 11I II aiI I POOL 1 111 1 S - *Alt* 17 , � LOT �. �. AIM" L 11 11 11 1 44 . 1 _ AI -�11 a : 1111 � "�/ 11 .1 111 58 P `.3' 10.8' a llhild1M1111111 - I i s I l l 0 2 N,yy444 20.5' 7. r Ii r M 1 1.4' III LOT TWO STORY . RY 1 60 Nti O • / RICK yi � FRAME /BRICK A/C RESIDENCE 4 LI 0 2 , PAD ° POSTED "2323" ! 11 1i 1 SCALE: 1 " = 177 _ � , 1 1, 8.4' F "E =10.55 Q t 5 .0' 1 3.0' 1 6.8' ABC u C a » *12.7' .- ^ PAD 3 r. ..11) 4.0 . 7.6. O . 3 3 M .. r.. LO o CV 0 U j 10.9' 7.2' ,. 7. 2• ... CON "RE1 DRIVE a N /". 2 • 10'X10' JEA EASEMENT .. Z '7 . .. : • . ' .. • . , ,, V C. ^ • • �P • a FOUND 7/2" N N ° IRON PIPE, ■' • • E131704" v' !. V + SET 1 /2" IRON PIPE (E@ 3672) BAREFOOT TRACE (50' RIGHT —OF —WAY) (PAVED) CHORD BEARING =NO3.4O'32 "E CHORD DIST =92.00' NO "E 92.04'(FIELD) Votes; RADIUS= 805.87' )THIS IS A BOUNDARY SURVEY LENGTH=92.05' . ')BEARINGS BASED ON THE NORTHERLY INE OF LOT 59, BEING SOUTH 74'32'53" AST, AS PER PLAT. )NO BUILDING RESTRICTION LINE PER PLAT -IE PROPERTY SHOWN I-•I!`RRnm e Doc A THIS SURVEY WAS MADE FOR TH E BENEFIT OF RICHARD ARD WAN ti NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE .3 e Feti T.. .2Izti®`c , THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Q ca i4 S ate. 1/$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery made, call 247 -5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8 :00 a.m. to 5:00 BLOC , p.m. Monday through Friday. +�`7 (0 > NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE , 2323 Q �� 21cE 426-4, 7 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted (V4qf 0 } -19 (4 64. CO I OL CEkcuc2Aitow ti& 4 Cv i (s F 2 `Two Ci b Lh' CLr -14.4p3 a14 ki o L REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247 -5826, Building Depart- UMeINC ment for an inspection. Field Inspectors EXEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG Lj -,, CITY OF Office of Building Official REQUEST FOR INSPECTION L rJ2 - . Permit No. 3 Date 'r... Time Received „, _ -+--' ocality Job Address .41 - / Contract2m . (7f _...� Owner's MECHANICAL Name IL ELECTRICAL PL BING BUILDING CONCRETE ❑ Rough ❑ Air Cond. & ❑ ❑ Footing Rough Po Pole ❑ Top Out ❑ Heating ❑ Framing El Slab ❑ Final ❑ Sewer ❑ Fire Place Re Rooting ❑ Lintel lnsutation • - - ECTION ay A,M. READY �V�� _ Wed. Thurs. 6,11.... T 4 ° -2 t A.M. , 1,— ,."YrKn"Alad@ .ter T Finallnspectio a a 1th ■ • •04111111 Certificate of Occupancy ❑ Date 2323 Barefoot Trace Page 1 of 1 Douglas L. Dye From: Rick Ard [yard @acosta.com] Sent: Thursday, September 18, 2008 12:52 PM To: Douglas L. Dye Subject: FW: 2323 Barefoot Trace Doug: See the approval from the Ocean Walk ARC Chairman , Theo Mitchelson, on my cabana /deck plans ARC approval. thanks From: Theo Mitchelson [mailto:theo.mitchelson.bxkw @statefarm.com] Sent: Thursday, August 28, 2008 1:55 PM To: Rick Ard Subject: 2323 Barefoot Trace Hi Rick, I know we spoke last night verbally, but I am writing to confirm to you that the plans which you submitted for an addition to your home have been approved. Feel free to start at your convenience. Give me a holler if you have any questions! Theo Mitchelson ARC Chairman 08/28/2008 O� ACE ® (SODIUM SULEACETAMIDE10 °%j WASH TIBER 10 /8 /20C www.tiberlabs.com i 678.208.0388 LABORATORIES LLC 1 , TOM TROUT, INC. 5569 -1 Bowden Road Jacksonville, Florida 32216 (904) 737 -5412 fax (904) 737 -1044 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF JACKSONVILLE AND ST JOHNS COUNTY FLORIDA Project Name: Permit #: Project Address: 2323 Barefoot Trace, Atlantic Beach, FL CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION A. EXTERIOR DOORS Maximum Design Pressure Rating: Therma -tru Fiberglass Door w /wo Single Door - + 67.0 -67.0 Double FL1170 sidelites Door - + 60.0 -60.0 (See Door Label 1. Swinging for Variations) Frenchwood Outswing Patio Door, Andersen Outswing Patio Door 129 - 11-638, Missile Level D, Cycle FL1097 Pressure +50/ -65, 2. Sliding Andersen Sliding Patio door See mfg. specs FL1095 FL1149 3. Sectional Clopay Building Garage Door N/A FL2581 FL3026 Products Company 4. Roll Up N/A N/A N/A N/A 5. Automatic N/A N/A N/A N/A 6. Other N/A N/A N/A N/A CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION B. WINDOWS Per test reports and certification by Mayfair Window and Series 2110 Vinyl Fin Florida registered professional FL1303 Door Framed S engineer. Mark 4U/N) UP +3J/ - 4J 2.12S x 96, Mark 40 /50HP DP +50/ -60 52.125 x 62, Mark 40/50HP DP +50/ -55 52.125 x 75.75, Mark 40/50 DP +35/ -35 52.125 x 96, TW DP +50/ -50 52.125 x 77, TW DP +45/- 1. Single hung 50 48 x 96, TW DP +35/ -35 52.125 Atrium Windows & Aluminum Single x 96, TB DP +50/ -50 52.125 x 96, Doors Hung MPSH Miami -Dade NOA #02- 0128.06, All Windows. are to be Installed per Manufacturers Installation Drawings. Anchor Size, Type and Spacing are determined by the type of construction per Manufacturers Installation Tlraurin 2. Horizontal slider N/A N/A N/A N/A 3. Casement Andersen Corporation Casement N/A FL1086 FL1154 Per test reports and certificates from 4. Double hung Mayfair Window and Series 7000 Vinyl Fin Florida registered professional FL1305 Door Double 11 engineer. 1. TW3862 Tilt Double Hung Window, 129 -H -607, H -R30, 3 "9- 5/8"x6"4-7/8". 2. TW3052 Tilt - Wash Double Hung Window, 129• H- 607.1, H -R50, 3"1- 518 "x5 "4 - Casement Double 5/8 ". 3. Series TW21062 Vinyl Andersen Corporation Hung Wood Clad Tilt -In Duoble Hung Wood FL1091 FL5646 Window Window w /Impact Glass, 129 -H- 650, Missile Level D, Cycle Pressure +501 -65, 2 "11- 5/8 "x6 "4- 7/8". 200/400 Series Casement Window - Doubles - Non Impact. 200/400 Series Casement Window - Singles - Non Impact ) Non - impact: Units to be installed in accordance with the tested method of installation as noted on the Florida Building 500 Series Code "On -line Product Approval" Aluminum Clad site. 2) Insulated Impact: Units to Peachtree Doors and Wood 300 Series be installed in accordance with PVC Exterior/Wood the tested method of installation FL1451 Windows Interior or PVC as noted on the Florida Building Exterior /PVC Code "On -line Product Approval" Interior site. These units were tested in accordance with ASTM E 1886- 97 and ASTM E 1996 -01, meeting Missile Level D, Wind Zone 3 requirements. Perma- Shield Performance Varies; See DADE Andersen Corporation Narrolin D Vinyl Clad NOTICE OF ACCEPTANCE FL1155 �° Wood Double Hung NUMBERS #99- 1210.06 Window Jeld - Wen Double Hung FL4698 Insulated Impact units to be installed in accordance with the Pella Double hung tested method of installation as FL4697 FL5043 noted on the Florida Build Code "On -line Product Approval" site. Insulated Impact units to be installed in accordance with the tested method of installation as noted on the Florida Build Code FL1285 - R1 Weather Shield Weather Shield "On - line Product Approval" site. FL1286 - R2 Aluminum Clad These units were tested in FL5433 accordance with ASTM E 1886- 97 and ASTEM E 1996 -01, meeting Missile Level "D ", Wind Zone 3 requirements, +55/ -68. 5. Fixed N/A N/A N/A N/A 6. Awning N/A N/A N/A N/A 7. Pass through N/A N/A N/A N/A 8. Projected N/A N/A N/A N/A 9. Mullion N/A N/A N/A N/A 10. Wind breaker N/A N/A N/A N/A 11. Dual action N/A N/A N/A N/A 12. Other CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION C. PANEL WALLS 1. Siding Hardiplank lap siding fiber - cement cladding FL889 2. Soffits Alcoa Home Exteriors, Aluminum/Vinyl Not for use in HVHZ. Design FL5543 Inc. Soffit pressures = + 71.5 / -63.3 3. EFTS N/A N/A N/A N/A 4. Glass Block N/A N/A N/A N/A 5. Synthetic stucco N/A N/A N/A N/A 6. Other N/A N/A N/A N/A CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION D. ROOFING Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this GAF Materials product. 2. Shall not be installed on 1. Asphalt shingles Corporation Asphalt Shingles roof mean heights in excess of 33 ft. FL183 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. Products must be install in accordance with Florida Building Code Non High Velocity Owens Coming Laminate & 3 -tab Hurricane Zone Areas. All FL8642 FL9787 Shingles sections of the Florida Building Code that apply to all the counties except Dade and Broward must be followed. Fiberglass Installation must comply with CertainTeed laminated shingle & manufacturer's application FL250 Corporation - Roofing Fiberglass 3 tab shingle instructions Products should be applied in Elk Corporation Asphalt Shingles accordance with published FL586 application instructions. 2. Underlayments GAF Materials Underlayments FL196 Corporation 3. Modified bitumen GAF Materials Modified Bitumen Corporation Roof System FL206 Metal Sales Non - structural Metal Standing Seam Metal roofing 4. Other Manufacturing Roofing made out of steel material 26 ga FL5807 Corporation min. 5. Roof Tiles Ludowici Roof Tile Spanish Clay Section #3 and Section #4 of Roofing Tile Dade Conty NOA (A) Class A roof covering (B) Roof tiles may be used in both MonierLifetile Roofing Tiles high velocity hurricane zones FL560 -R1 (HVHZ) and non high velocity hurricane zones. CATEGORY/ PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION E. SHUTTERS 1. Accordion N/A N/A N/A N/A 2. Storm panels N/A N/A N/A N/A 3. Roll up N/A N/A N/A N/A 4. Equipment N/A N/A N/A N/A 5. Other N/A N/A N/A N/A CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION F. STRUCTURAL COMPONENTS 1. Wood connector Simpson Strong -Tie Co Wood Connectors FL474 Anchors FL503 FL538 2. Truss plates MiTek Industries, Inc Truss Plates N/A FL2197 Tres Joist, A Engineered Lumber FL1630 3. Engineered lumber Weyerhaeuser Business Georgia - Pacific Engineered Lumber FL1008 Corporation CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION G. SKYLIGHTS ICMG SKG -R60 60, max size 1. Skylight Sun -Tek Mfg Impact rated curb r.o. 46 x 46 1 /2, Large missile FL2442 mounted glass Impact rated, 2001 TAS 201, 202, 203 2. Other CATEGORY/ MANUFACTURER PRODUCT LIMITATION OF USE FL # SUBCATEGORY DESCRIPTION H. NEW EXTERIOR ENVELOPE PRODUCTS 1 2 Authorized Project Agent V (Print Name) (Signature) Company Name: Tom Trout Inc. Mailing Address: 5569 -1 Bowden Road City: Jacksonville State: Florida Zip Code: 32216 Telephone Number: 904 - 737 -5412 Fax Number: 904 -737 -1044 0 1auvf J,» City of Atlantic Beach APPLICATION NUMBER js r .. Building Department To be assigned by the Building Department.) ,: t � 800 Seminole Road / �y ( g y g p ) Atlantic Beach, Florida 32233 -54 5 t Phone (904) 247 -5826 • Fax (•14) 24/75645 ti / - D . 21 9r E -mail: building- dept @coab.0 - / City web -site: http: / /www.coa • �* .k. " , 1 '0 4 ( Date routed: �d APPLICATION REVIEW A��I�'TRACKING FORM e,_ review required Yes No Property Address: 02 - 331)6 dGT' — f - taut. � 9 Applicant: - - lint d P1_,.'.� :. Zonin 4 r orks _ Utilities Public P roject: D e l'., � j�STr� — — ; , a ety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By zvt ,..� Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers C Division of Hotels and Restaurants / 1/1 Y Division of Alcoholic Beverages and Tobacco �■ Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑ Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING PUBLI O S Reviewed by: Date: Jo �6 - 4 PUBLI U I ES (.--__________ S econd Comments: Review: QApproved as revised. ❑Denied. PUBLIC AFETY FIRE SERVICES Reviewed by: Date: Third Review: nApproved as revised. EDenied. Comments: Reviewed by: Date: Public Utilities — Distribution & Collection Date: 1011 It?) Initials: Ate Project Name /Address: all D 3 £V'R.EFoOT f MCA Application/Permit #: Q J ; Check Box' Application Tracking. Comments . To Add Comment Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch -read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. 0 0 0 0 0 0 F:\PlanReviewComments-PU.doc City of Atlantic Beach APPLICATION NUMBER J r ' Yi Building Department (To be assigned by the Building Department.) s 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 � E -mail: building- dept @coab.us Date routed: �� d !I City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM S ent review required Yes No Property Address: o< 6, g 7i,� PI- ..mining Applicant: !7» (YATor s Project: Public Utilities Projec: HUD is 5'alet y Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By /176 Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers ,' Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: L A mod. ❑Denied. (Circle one.) Comments: UtLDING A NNING & ZONING � PUBLIC WORKS Reviewed by: S4 -" Date: /Q /e2 PUBLIC UTILITIES Second Review: ❑Approved as revised. ['Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: nApproved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: / Q — - 4 , Job Address: J-343 UQ.r e 'To l ro. c e, Owner of Property: c& J • Address: {� 7, ?� e a Q-F frk,...e._ Q , Telephone: 905+ -- a 4a-.- O SY Legal Description: Block Number: 4 / 1 Lot Number: 5`) Zoning District: Contractor: Tom Trout, Inc. State License Number: C Qc - 0 1 ,P9 Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: (904) 737 -5412 Fax: (904) 737 - 1044 Describe proposed use and work to be done: 5.F Present use of land or building(s): a - Valuation of proposed construction: r2.00 o o 0 New electrical or increase in service? F\) 0 .. New plumbing fixtures? Li. New fireplace? ,. d • New heating/air conditioning? /0'0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. r/ Ye-5 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. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and two (2) 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 In addition to construction and engin • : detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should b ii icient to depict all required information in a clear and legible manner. I hereby certify that all information p o vided with + a pplication is correct. Signature of Property Owner: i / 1 Date: 9 /rfr I hereby certify that I have rid 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 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 1/15/03 2323 Barefoot Trace Page 1 of 1 Douglas L. Dye From: Rick Ard [card @acosta.com] Sent: Thursday, September 18, 2008 12:52 PM To: Douglas L. Dye Subject: FW: 2323 Barefoot Trace Doug: See the approval from the Ocean Walk ARC Chairman , Theo Mitchelson, on my cabana /deck plans ARC approval. thanks From: Theo Mitchelson [ mailto: theo .mitchelson.bxkw @statefarm.com] Sent: Thursday, August 28, 2008 1:55 PM To: Rick Ard Subject: 2323 Barefoot Trace Hi Rick, I know we spoke last night verbally, but I am writing to confirm to you that the plans which you submitted for an addition to your home have been approved. Feel free to start at your convenience. Give me a holler if you have any questions! Theo Mitchelson ARC Chairman 08/28/2008 CY ACE® {SODIUM SULEACEHAMIDE WASH N TIBER 10/8/20C WWW.tiberlabs.com 1 678.208.0388 LABORATORIES LLC 01..i p City of Atlantic Beach APPLICATION NUMBER r.-S' '-' , Building Department c 3 a 3 (To be assigned by the Building Department.) 800 Seminole Road --y il06r 0 D m Atlantic Beach, Florida 32233 -5445 Y 7d Phone (904) 247 -5826 • Fax (904) 247 -5845 Trite, - 01319 f " E - mail: building- dept @coab.us Date routed: 1 /D 4 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: o< , d, _ = ent review required Yes No 4 • g 0 a PI- •..•• Zoning Applicant: - Tint ` 'o rr. w Public Utilities Project: D e of — — c ti ety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation /17eE4/ St. Johns River Water Management District n Army Corps of Engineers /I /� Division of Hotels and Restaurants / �/ Division of Alcoholic Beverages and Tobacco ...o - " Other: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING • _ PUBLIC WORKS Reviewed by: , Date: /a –� a � PUBLIC UTILITIES Second Review: Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: J -,- x;. _ 4 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: /o, - - Job Address: �- 343 1?)...r •e- "Coo 's 2. Owner of Property: A 7-ex- Address: 8 0+ fro-d. Q . Telephone: c 30 4 / - ©A55" Legal Description: Block Number: S Z Lot Number: 9) Zoning District: Oc.e,. _ „- .42c . a. Contractor: Tom Trout, Inc. State License Number: CQC. - 0 ;:z-to) c P9 Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: ( 904) 737 -5412 Fax: (904) 737 -1044 R , a Describe proposed use and work to be done: �e 5 , ),• � - Co d dV ^•- A . Present use of land or building(s): a - Valuation of proposed construction: P9 �� oo , o New electrical or increase in service? o New plumbing fixtures? tie. S . New fireplace? , New heating/air conditioning? PCP Is approval of Homeowner's Association or other private entity required? 4# If yes, please submit with this application. r/ e- ' 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. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and two (2) 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 In addition to construction and engin detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should b sufficient to depict all required information in a clear and legible manner. I hereby certify that all information p 6 vided with J application is correct. Signature of Property Owner: I L. Date: g /rAir I hereby certify that 1 have r d 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 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 1/15/03 2323 Barefoot Trace Page 1 of 1 Douglas L. Dye From: Rick Ard [yard @acosta.com] Sent: Thursday, September 18, 2008 12:52 PM To: Douglas L. Dye Subject: FW: 2323 Barefoot Trace Doug: See the approval from the Ocean Walk ARC Chairman , Theo Mitchelson, on my cabana /deck plans ARC approval. thanks From: Theo Mitchelson [mailto:theo.mitchelson.bxkw @statefarm.com] Sent: Thursday, August 28, 2008 1:55 PM To: Rick Ard Subject: 2323 Barefoot Trace Hi Rick, I know we spoke last night verbally, but I am writing to confirm to you that the plans which you submitted for an addition to your home have been approved. Feel free to start at your convenience. Give me a holler if you have any questions! Theo Mitchelson ARC Chairman 08/28/2008 PLUS OACE® ISOOIOM SOLEACEfAMIOE 10°%1 WASH TIBER 10/8/20C www.tiberlabs.com1678.208.0388 LABORATORIEB 4 CITY OF ATLANTIC BEACH 7. :,..:}•!: PERMIT CALCULATION SHEET Date 10/16/08 Address: 2323 Barefoot Trace Permit Application No: 08 -1270 Notes: Water impact fee for additional WATER IMPACT FEE $ 100.00 fixture units. SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 100.00 City of Atlantic Beach - Water Impact Fee Worksheet Address: Permit App. No. Date: 2323 Barefoot Trace 08 -1270 10/16/2008 No. Total Fixture Fixture Type Value as Load Fixtures Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 0 Bathroom Group - consisting of water closet, lavratory, bidet, and bathtub or shower 6 0 Bathtub (with or without overhead shower or whirlpool attachments) 2 0 Bidet 2 0 Combination Sink & Tray 2 0 Dental Lavratory 1 0 Dishwashing machine, domestic 2 0 Drinking fountain /lcemaker 0.5 0 Floor Drains 2 0 Hose Bib 1 0 Kitchen Sink, domestic 2 0 Kitchen Sink, domestic with food waste grinder and /or dishwasher 2 0 Laundry Tray (1 or 2 compartment) 2 0 Lavratory 1 1 1 Shower Compartment, Domestic 2 0 Sink 2 0 Urinal 4 0 Urinal, 1 gallon per flush or less 2 0 Wash Sink (circular or multiple), each set of faucets, 2 0 Water Closet, flushometer tank, public or private 4 0 Water Closet, Private Installation 4 1 4 Water Closet, Public Installation 6 0 Total Number of Units 5 Multiplied by $20 /Unit $100.00 Total Impact Fee $100.00 t1` J yy CITY OF ATLANTIC BEACH DR 9 BUILDING PERMIT APPLICATION (FOR INTERIOR REMODEL) Date: / 0 - - (� e, Job Address: - 3 1_' .,,� e 400 d ¥- 1 1- 0.. e ... Owner of Property: cZ. ', 6.1 eL A c Address: ,- ?-, - $ ,:k-r e ° 4 fro c e , Telephone: 4 30 ii — a9 A- - 0 ASV Legal Description: Block Number: } g �` 1, Lot Number: �''~� Le �� Zoning District: (�c� a - �— ++. � , c��.,,1<� . a , Contractor: Tom Trout, Inc. State License Number: C QC - 0 02. to ) 4 Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: ( 904) 737 -5412 n Fax: (904) 737 - 1044 Describe proposed use and work to be done: \k•�.4 ; � „ e - ? 0 r - Ab :4 ;c. , VAIN.z.N�, 14 f q 6 ft Present use of land or building(s): ?-.-.2.4. &- o�..c - Valuation of proposed construction: ,Y A o r 0 0 New electrical or increase in service? F\) 0 . New plumbing fixtures? �. . New fireplace? A) 4 , New heating/air conditioning? PC, . Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. �S Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aparoariate. Incomplete applications may result in delay in issuance of permit. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and two (2) 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 In addition to construction and engin- ' detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should , I . 1 icient to depict all required information in a clear and legible manner. I hereby certify that all information ! %vided with , application is correct. i / Signature of Property Owner: I ; _ i 4 ,6 / Date: frAi wr I hereby certify that I have r 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fi.us Page 1 Revised 1/15/03 2323 Barefoot Trace Page 1 of 1 Douglas L. Dye ._ ........... . ._ -.. From: Rick Ard [rard@acosta.com] Sent: Thursday, September 18, 2008 12:52 PM To: Douglas L. Dye Subject: FW: 2323 Barefoot Trace Doug: See the approval from the Ocean Walk ARC Chairman , Theo Mitchelson, on my cabana /deck plans ARC approval. thanks From: Theo Mitchelson [mailto:theo .mitchelson.bxkw @statefarm.com] Sent: Thursday, August 28, 2008 1:55 PM To: Rick Ard Subject: 2323 Barefoot Trace Hi Rick, 1 know we spoke last night verbally, but 1 am writing to confirm to you that the plans which you submitted for an addition to your home have been approved. Feel free to start at your convenience. Give me a holler if you have any questions! Theo Mitchelson ARC Chairman 08/28/2008 O ACE ISDDIDM SDLEACEERMIDE P1 WASH (-;\ T � IB BE E R � 10/8/20( www.tiberlabs.com 1 678.208.0388 3 23 4Q re 100‘ f %races, li,cAorol "owr,Qr Z g S!C"el file // v o pl r a► v ©r7 1A .2. Su✓'vf y Vha p -IAA loca ©4' A, S s 1 7 s c r-p p vim n c 2, s 7 �. z tl � �i p� rHty T , I h i S cx.01 0,0 n I i 3 Of-Cp.? / no 11 -e017 1 AL.. l ' !•= \tl i' ` CITY OF ATLANTIC BEACH ` 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 \ 03119 r* Application Number 07- 00000006 Date 2/07/07 Property Address 2323 BAREFOOT TRAC Application type description RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 30000 Application desc ROOM ADDITION /GARAGE EXPANSION Owner Contractor ARD, RICK TOM TROUT, INC. 2323 BAREFOOT TRACE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 180.00 Plan Check Fee . . 90.00 Issue Date . . . Valuation . . . . 30000 Expiration Date . 8/06/07 Other Fees WATER IMPACT FEE 220.00 Fee summary Charged Paid Credited Due Permit Fee Total 180.00 180.00 .00 .00 Plan Check Total 90.00 90.00 .00 .00 Other Fee Total 220.00 220.00 .00 .00 Grand Total 490.00 490.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CY ' IP Of "' 1,.. CITY OF ATLANTIC i - ACH 4 s-) , 1 , 800 SEMIN * E ROAD t i i ATLANTIC BEACH, L 32233 , INSPECTION PHONE LINE 247 -5826 -°r INSPECTION EMAIL REQUEST: Building- dept @coab.us Application Number 08- 00000365 Date 3/24/08 Property Address 2332 BAREFOOT TRAC Application type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc INSTALL HEAT PUMP & 1 AHU Owner Contractor O'PEZIO, ROBERT AIR ENGINEERS INC 2332 BAREFOOT TRACE 10947 BEACH BLVD I ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32 (904) 641 -2333 " ' Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 79.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/20/08 Fee summary Charged Paid Credited Due Permit Fee Total 79.00 79.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 79.00 79.00 .00 .00 j K, r 1 1 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' `; CITY OF ATLANTIC BEACH Al k; • >,,� ' ' ' MECHANICAL PERMIT APPLICATION via v' Date: ` ? -02 V p- . Property Address: 2330.. hfizefe or TX/ CC Owner: f p�eR/ D r . fc j 0 Telephone #: 02 - -16 Contractor: i g1 I E A/ r; iNee'/Z-S Telephone #: V7 - ,), '? Contractor Address: /09v 7 169(x / ,QL V,D 7 FL Fax #: / g,2 • 01 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 ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: p-" E I ectric ❑ Gas: _LP _Natural. Central Utility ❑ Oil ❑ Other — Speoify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat Space Recessed ✓central _ Floor EV Residential ' ❑ Air Conditioning: _Room Central _ ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity. cfrn ❑ . Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: _ Manlift Escalator (Number) 0 Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers . ❑ Extension or Add -on to Existing System ❑ Gas Piping ❑ Other Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency / /J e 7" (r'um P .. , T/d iffo 3 o 1 fI e 0 s T v,vs i HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S '�+ i' Approving Number Units Description Model # Manuficturer BTU's Agency I / 4i4 4nNi I ,Z • 2Ter3r3/ TimAie 3a.D6tD TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone:. (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.f.us * cr rte' S, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET _ Building Department Public Works & Public Utilities Departments 1 s ."40.1.1191' 800 Seminole Road 1200 Sandpiper Lane P .- , IIIMilije Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 P Kaluz (904) 247 -5800 (904) 247 -5834 _ Public Safety (904) 247 -5845 Fax (904) 247 -5843 Fax r . "x T f--) PLAN REVIEW COMMENTS JAN 2 s '007 Permit Application # 0 .- 00 00 Property Address c 3 ZAIE DD / , e hy.e Applicant: 7 ' ,'r) T,eDU ✓ Ate, Project: JV00 fkg4G' 4,r, p t,0 PI( This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. n Reviewed and the following items need attention: (, PR vac ellei tek. - Sc - ccw .f //4.,,,s 4.) rd._ fie/0;4r 11742 144i4-i v v *ucc. seLto Please re- submit 2- copies of all revisions. Please re- submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: 1 3" 07. . Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATIONO ,1 2001 (ALTERATIONS /ADDITIONS) Date: j 2 `-1'0 7 Job Address: 23 2 -3 a r coo T ra u4 1 R k) p J Owner of Property: K A r d Address: 2 3 2, 3 1( 4 a pc. ri --c_ Telephone: 2/ 2— 0 2,5 Legal Description: Block Number: Lot Number: Zoning District: Contractor: Tom Trout, Inc. State License Number: Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: (904) 737 -5412 Fax: (904) 737 -1044 Describe proposed use and w o r k to be done: & OOP., add ;4-10 4, 5 , jc rc o a• Present use of land or building(s): Valuation of proposed construction: P d 0 0 . © II What are the dimensions of the added space: ,Z 7 `b feet x /6 1- / feet 1 j 2 , Will the added area be heated and cooled? Y"5 Den, /A' f yNew electrical or increase in service? .0 hd v i J< o New plumbing fixtures? 1 e New fireplace? New heating/air conditioning? G ��'�� P g � S p n� g/ g y S Is approval of Homeowner's Association or other private entity required? ye 5 If yes, please submit with this application. Wil0.is project involve changes in elevation, site grade or any use of fill material or the removal of any trees? A 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. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre- construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. - Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 1 Revised 1/14/03 m • ,JAN. 12. 20071 1 ACOSTA JAX BRANCH NO. 768 P. 1. p- 1 s rs JAN 1 2 PEI) . (..) cirz � . k ,_ �. ,s....... _ . • To: Rick Ard From: Theo K. M tchel - a ri Jr- Re: ARC Submission 23 Barefoot Trace— 01/12/2007 Hi sick, First, allow me to apol ' 4e for the delay in both the consideration of your revised submission as well as r � g etting an approval letter in your bands. Though the ARC monthly meeting is "ev . ' xmonth scheduled" with a target date of the last Tuesday of each month, we were 1:le to put together a quorum (due to holiday travel obligations) of the ARC volunteers II Friday evening, the 5 of January, 2007. Then, because I was personnT1y out of the • 1a , that meeting was held without me, and the results and accompanying pape • . , ok another couple days to reach me for official response.. Be that as it may, I am . eased to sbare with you that yaw. request for au addition to your beautiful home has • : approved as last submitted_ With this approval, the ARC has approved a variance to E ' e Oceanwalk guideline front setback (which is normally at 35 feet) to allow your add • n to be built to a 28 foot front setback. Please feel free to co, .:.. «- . I know you are excited and eager to do so. If you have any questions, please do no • esitate to give me a holler. Sincerely, , ,,..t , 4 . I r A 00 • Post-it Fax Note 7671 1 , pages ' Co,Dept. Phone # Phone M r ax 4 — Fax k Occarawalk Association, Inc. , P. . Box 331188, Atlantic Beach, FL 32233 -1I88 24'0'0 3'6'0 1 2'511 U5 ' a (A( Kg as a E 1DJ II cm EM I 001 I CA ,F. Ai e A MEMNICI 6'4'0 17'8'0 3'6'0 I x U m DOS o _ design criteria: o F, N 00 roof loading: H Nm� to chord live 20 psf w � L N � m to chord dead 7 psf O o m N bottom chord live I 0 psf J z,_ t o CO Q = = o bottom chord dead 5 psf • E 5 m > �o = ° m 120 mph wind loading exposure 17 0 partial enclosed 2 ° s 15 u . N 72 3 ` a j m E c Q 12,° "S ° 5 - 2c`O notes: 0 z;�oo - typicaI roof hanger, unless noted otherwise: o ° E m co simpson 1-.1U526 �' 73 "' 0 N T@ m O S1 C1 ,, U kn -all chargebacks are to be authorized by D @ .1 @ , TO lA L = O ufpi personnel T 6- _ T ` ° N " - builder to frame all open areas N v ' N ` ° - �- E u 3 O _E u ma a'E c NO y t 22 U . N i a ` _ n CZ LL_I 9 J Z e il e r inticates porch condition m J indicates vaulted or trey ceiling ez O W ' U Z U ii, t'2-310 7 o c) O o O o D Q model: drawn by: CHUCK R date: JANUARY 2, 2007 checked by re)asron date: revision date: ;�` r °, y; S, CITY OF ATLANTIC BEACH S) PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments i Cs.ry-- 0131 >` 800 Seminole Road Seminole Sandpiper Lane «• iefb Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 D. Kaluzni- • (904) 247 -5800 (904) 247 -5834 Public Safety (904) 247-5845 Fax (904) 247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ©q — 00 00 W Property Address r27 c 3 ZA e DD /49 1,E Applicant: 717ir) 7&i rkort ✓ Ate- Project: gt yr? 41),A7 '7 This perm' pplication has been: Ap oved as noted by the 2417/ Department. al application approval must com om the Building Department. 11): v l �w v•s need attention: 1 3 ceiapt‘oete.oe NaaA9,e6 3 /2 L Vevu a.44.6e., . 1" Please re- submit 2- copies of all revisions. Please re- submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor ct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: LAN CITY OF ATLANTIC BEACH :i BUILDING PERMIT APPLIC (ALTERATIONS /ADDITIONS) Date: 1-2 7 Job Address: 2313 8a re co I- Tra Gam: (Occ_ck._L1 41 k) Owner of Property: k ' C ``n� k / r d Address: 1. IS 3 2, 3 4 apx, Tr'G'c,� Telephone: 2 y 2- 0 Z S+ Legal Description: Block Number: Lot Number: Zoning District: Contractor: Tom Trout, Inc. State License Number: Contractor's Address: 5569 Bowden Road Jacksonville, Florida 32216 Telephone: (904) 737 -5412 Fax: (904) 737 -1044 Describe proposed use and work to be done: g 00-'-. add % +10 S , ja r e I) 4,1 f ,v as- Present use of land or building(s): Valuation of proposed construction: 01 0 D 0 . 011 What are the dimensions of the added space: � �C I l / ` x 2 2 , �/ p 7 feet x r� / feet Will the added area be heated and cooled? Y's Get', /' tyNew electrical or increase in service? ) (me New plumbing fixtures? t e J New fireplace? , 6 New heating/air conditioning? � • p � G 1 g y Is approval of Homeowner's Association or other private entity required? ij S If yes, please submit with this application. Wil is project involve changes in elevation, site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 247 - 582 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 CITY OF Office of Building Official REQUEST FOR R INSPE i7 h I Date ` Time (J Received (.9-Z),_. 4 •'� A. Permit No . - i< • M. Job Addr: T _ ( d ` /,r/�� — Owner's ` �J '� 6 Name 1 ! c L , BUILDING gelity Framing CONCRETE Contractor ! / Re Roofing 0 Footing E LECTRICAL P LUMBING C-4-1 _,R3 " Z) Insulation Slab ❑ Lintel Rough airing O Top Out MECHANICAL � ff�� Cond. & Mon, `�`� X - READY Ci Sewer Heating Tues. FOR INSPECTION Pre Place Fab Inspection Made , �s t 0 wed. Thurs. Friday Inspector A.M. .� AM. c " P.M. We v T Q 5 Fin al I nspection 0 Certificate of Occup nc Y❑ Date Date ;� `�' cll.), OP Tlfie O P � , � Aecei 'CO "mil ‘i t - Sr Wi Cliti _ O Oa 7c/ 4//t/SP , H is • Job A aa re gs .4 . NI M / au, _ Q N R e t411 4/0 /'� a ',,,i, t� perfiit N j 1n s ul A t o t ing C hC' o =�t i n Nc i r' 0 si or ing 9 k rF ` a f e ab 44On, L'nte! r, JCF contraoror Gocall n cT rY 9i q Ins'oeotlo n 0 T AOU9 h iyir c C h spo M aae toes � fiinal� Pole 'n9 p / F'4QY p ' _ G, Ao M81NCs O T gh I P 00 �i�j wea q � a G1, . o � but tyt 4.3 vG� e lver • �" en � N ` f A i r C oHAN lcq t` • ` , 9 . � / � a Q ( T har s fi " ` Q 4 �'�t pro ab NI. Cl C ) Final in p t bate '°ara o pcCU L�"" ' . 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OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23006 Address: 2323 BAREFOOT TRACE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: POOL , Township: Range: Book: Proposed Use: POOUSPA Lot(s): 59 Block: 2 Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 11/12/2001 Name: ARD, RICK AND CINDY Total Fees: 35.00 Address: 2323 BAREFOOT TRACE Amount Paid: 35.00 . ATLANTIC BEACH, FL 32233 Date Paid: 11/12/2001 Phone: (000)000 -0000 Work Desc: WIRE FOR POOL CONTRACTOR(S) ;, APPLICATION FEES DAVID PRUETTE'S ELECTRICAL S _ R. 35.00 � '* .,-.,>, i ,...,.;.„:-.,...: ry � y � t„i �'�'! 2F1 ].fig I� 1� ),,,,,, T-:. t iry > -; fir Yka ,, �i 6% , Y spa Y3 E # t w ma te ?t� E c "y ^ � y �kf -....'Y ce r dd r ah "fiki'a, ; ,te ,. 'ii ;_ 4 "** a ,2: COVER UP a �f rl , u� {{,, C.i" ': a 1 '1S � -� ` � r t- 4 1- 1i4tit .. ' l ite, ,Thie-''',- 7 ' 7: A.I*1014.! Ii'.'44 .14 " ..,,,,; .. rii41:4 , .... ,::;..... , .tom .-"'"- ' '''''':''''' .:''' 44C1,`:5i4ttril4C.1■,?4,140:6* 1. - ,. -- 1 ,. $, f4 ,1 `i v, F , ,,, a t} e � .4ix , �?`,, —. e w { u � a - ' ; .: 1 _ '�P ea 24:.;.; tt 'A' , L ' - a 4' t l' d a it h�" r e +N y �a.'� S * tM a' ,z, . :4, 7. : tiro' ±'�^' . . : - i' � .: �' 't, s w r ; . ' ^ r "� ' ,R,� y i � `. 't y r . t .R- �" '" ..C.^ � 0, T .� ^ +d�, 4 �. t t .. vz '",�' CI' ' • .- A!. ':- .�, '} lvl.. f... : -F. -. N O T ICE - IN .: P , { � � t T 1 , PECTION BUILDING MATERIAL,. H 't` � � M hI W YRX l MVS'` N O T ' ....owl ,: LIC SPACE, AND MUST BE CLEARED !., NNF � . d -B rr pit t CO R OT R OR . e... ? "FAILURE TO COMPL T � � - - t I E ° IN THE PROPERTY OWNER PA , , , . k. . � , . ' ISSUED ACCORDING TO APPROV , � A . ' = . AND SUBJECT TO REVOCATIO FOR VIOLATION OF APPLICABLE PRO �� iy • 6-Y //aAAZI - . ). Date: 11/12$81 81 P $ 35.88 14 Recei t ATLANTIC BEACH BUILDING DEPT. DECKS . 8818314 • 2543 88108M13221088 1088 CI 1 Y L1 P . 1 L t11yT 1C 1.J1—/ 1 I DEPARTMENT OF BUILDING 1 800 Seminole Atlantic FL 32233 Tel: 247-5826 Fax: 2 577 800 SPi!l7II'�L'Je ! \�la: AlAtlantic BQGLI:, FL 3_z.,.7 - T :. 24f'S1�V - 7 a/�. 47 C 'SV J f ELECTRICAL PERMIT PERMIT INFORMATION j LOCATION INFORMATION Permit Number: 23005 1 Address: 1955 BEACHSIDE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: POOL ! Township: 0 Range: 0 Book: SINGLE FAMILY Section: Proposed Use: S'IVVa_c FHiVIi�Y � LOt4s) :2G Block: 1 SeV6Ion: G Square Filet:.. • 1 Subdivision: BEACHSIDE Est. Value: Parcel Number: Improv. Cost: j OWNER INFORMATION I j Date Issued: 11/12/2001 Name: JIM AND MURRAY BENZ Total Fees: 35.00 Address: 1955 BEACHSIDE COURT ' a , 1g. nn ATI ANTI('' BPA('I- FLORIDA 233 Amount Paid. JJ.VV - r'1 1 LJ I.V 1 !V U�r1V7 , ! LLJI \l LJ/"1 JLL JJ Date Paid: • 11/12/2001 Phone: (000)000 -0000 • Work Desc: WIRE FOR SWIMMING POOL CONTRACTOR(S) „, „)...,, APPLICATION FEES DAVID PRUETTE'S ELECTRICAL SE f � y- 35.00 f i 7F ` BFI s t r rc � J , I Fri 4 l i 4 Sr �c .4 1 i r . J ra n nt t , '' ¢ pit ` '' > ` a� .. 1 s 4 � � M � x1 xf� . � 1 t r x a � t r Mq \ T �� , � m :....:7,-.', ^"fl - �77W 4.. �� d�c�^ 4 ! " y am` r - # ' ` - r3¢' _ Y„F � r V I r+�ea: 7beas .. n7} 'S� � tV4 +.s',. 'ti' ,yR 1 } . ` � k ∎ : . iys�'a' r � r ' C t" '14 � - fit y 58 , ' g � g �� $ o f w"'t y y I F .:7 i , . $ 'fart,1',n, w ” 7 1 1t4" ;. '2.1,. & id 3.x'4.$ ..� ',AA, s E" I COVER UP . , , � - 3 A, * F - ' � - -i ; " , ' 3,} '' ! j ' e � 13� a P y , -p. Ee. i4 m : 3 + , * i t. ' it • ' ''. . ..' 3 d tli . : . .ikP4 4, 0 1 ' TA at -'0' . 4i,4' .. .. ' .. :,... a ' ' • AI. ' , , T,,i - ,:‘, . „., .:?, , „ 1? .,, ,.. :• 1:::: :. .:. ,. • Y ,, li; : ' „ V A a ”' 1 .,xK s j w i 5 5 ° Sri ,.. , 4 4 , i ' x r ' , y f NOTICE - IN � ECTI 6 i� a '��' ` S T Y 1 U 1 t O f: .PECTION � , p.1` .t ,:I ^y '~ ,,»` v z"r 'Sr rte tai ` } i BUILDING MATERIAL, S 6 :H qT is WO 'MU T 7OT P C' 4IP : LIC SPACE, AND � I MUST BE CLEARED N. r - ,, ry `,oirsa.' .4.,..,,„,.•.4-, ., .` I ,N W,1 . ' A E U , 1 "FAILURE TO COMPL IN THE 1 PROPERTY OWNER PA - - ... "i g _4 - # ! r:- E R" `TS - ISSUED ACCORDING TO APPRO ", L • H T � I � - AND SUBJECT TO REVOCATION I FOR VIOLATION OF APPLICABLE PR• r °� I 1 1 I I /7/ (3 14 Date. 11/12/81 81 Receipt: 8818319 ATLANTIC BEACH BUILDING DEPT. DECKS 2543 I • :r: 188883221888 . N CITY OF ATLANTIC BEACH, FLORIDA Apra•• 1 APPLICATION !OR ELECTRICAL PERMIT T O THE CHIEF ELECTRICAL : DATE: (1, 0 .14F YORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IR ACCORDANCE WITH THE . TTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF. AND IN 'ACCORDANCE WITH •TH / . • REGULATIONS„ COSWS AND CRY OF ATLANTIC REACH ORDINANCES. scu d Prue s �I ;cc�l s��. cr EL>_�RQM; MAIM 40IP ICIAN SIGNATURE NAME Ard Am u& a' 3 &are-C(0f ( in c a 1111P11.,...,031 SLOG. SIZE / BETWEEN: S. (v APL. ( 1 COMMM.1 1 PUBLIC ( 1 INDUS. (1 BMW( 1 OLD 114 ---'. 1 / REM ( 1 ANNUM I 1 TQMLIR ( 1 TIM .1 1 SHINS 1 1 SO. PT. Ee11va New 1 1 INCREASE ( 1 news 1 Peo ( PEE CONDUCTOR IlZ AMPS COPPER 1 ALUM. I 1 ii- ___ , .�. 111 ♦• .1. . SIMV. 150 spierram, � __- . . INEDERS N0. MIX N0. SIZE NO. SIZE menus OUTLETS CONCEALED OPEN TOTAL IItOEPTACLES CONCEALED OPEN TOTAL EN14AIIOYCENT 0 PLUORINCEIIT • r. V. APPUaA$CES ••tr. .wrl� war ) BELL TRAIN. I AIR H.P. RATING H.P. RATING CONDITIOINNO ( COMP. MOTOR OTHER MOTORS AMPS - L HEAT KW-HEAT 1.1 OY. MOTORS H.P. VOLTAGE PHS NO. 1 E.P. VOLTA'S PHS . I 1.5 q 0 MIS112tls. TRANSIPOIMMEINA UNDER SIO V. OVER MOO V. MO. KVA • NO. KVA N 0. NSON TRANSP: SAd,,I� ?IMO. VA. l MA. ff moms,MZE ,MI I, 1 1 1 1 1 • .A CITY OF ATLANTIC BEACH, FLORIDA ! A gm I APPLICATION !OR ELUCT*ICAL !EMMIT TO THE DATE ��I a00i ■/ONNTANT NOTICE: IN CONSIDERATION PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF. AND MI's WITH = a GULATIONS: CODES AND CITY OF ATLANTIC REACH ORDINANCES. v�d Peres ssnc NAM . nz Ammo 19 SS & hsi de. C� SUM W2 / E. SETr1EEN: ma t✓I MT. t 1 COMM ( 1 PUBLIC ( 1 UNDUE ( I my( OLID to OVAL ( 1 At1DmON t I TRAILER (I T. t 1 slut 11 NI. PT. siliVICL newt 1 moms t I R e M R t PCO i NEE CONDUCTOR S ZE AMN COPPER I ALUM. I pow OR MAIM Ails PH W VOLT HAMMY MUM *RV. SIZE ISO Mss [ ni 3 w OVOLT RACEWAY MOON NO. SIZE [ NO. UZI 1 NO. EIZE UNITING OUTLETS CONCEALED OPEN TOTAL RBISFTACLES CONCEALED . OPEN TOTAL •iM1MM:NS• (0) asp AMPS. 131.100 AMM.1 INCANDMICRIrr l of MLUORNCYR a 11L V. OM 1 MID APPLIANCE, Am* 1 I MLL TRANI . l AM /1". DATING N.P. RATING CONDMONING COMP AIDION OTMNIR MOTOR$ AMP$ CENL NEAT: IOM•NEAT 1.1 NORM H.P. VOLTAGE /1S NO. 1 I.P. VOLTAG! PISS . .Measu. NS6IQ Pal Li,: r1 n� WIDER INS V. OVEN — V. - 11d. KVA ' N0. KVA g NO. NECK Tames. I N N. VA I MA. r fMoT01 t sea „"T,CH 1 I:LA.* SAM SION 1 1 PORTMAI�p FAX N0. : 904 247 9241 Oct. 24 2001 09:49RM P1 FROM TRl1C . _� Book 10235 Page 1.295.., 5 MIN.. RETURN PHONE #s i t - Ratite of Commencement /r•VA.t sw eurMente) p� 73O 76 To whom 1t taav concern: .. The undersigned hereby Worms you that improvements will be merle to certain real property, and in accordance with aectlda •713.1J of the Florida Statutes, the toUowtntt 11 ti Ltd n s NOTSCt OF COM1dLHCLMLNT. I Lt Description of p opa ty 4 ,c't • k••A•.st T ' , k-oG cge...t We .._ „• co General description of V improvetaents A Si..1_. �P-- 1S?,Zr �4e._.�L— _ —w _- ..._ _ _..,. ,,,drew . 11a.: - r '--ou - 1t -o•s..i ._ '4, �.c._.9)4. _._•._ »-- - -..,. Owner's interest in alts OS the improvement �, t? Teti Simple Title holder (If other than owner) %" ,_ N ame ._._3' C^- S \C ,. • ... .f_� ' Address 4.-6.:".:4:::..--f.)-41.--k5:11'.12 �1 C� C I :Si: S �.,. E.2 �_L E J . . Contractor .n.....\•/- ,�. ;hhtt -� � s. -Y.:� S -' C L'A' ` ` l i • u t p^� fl + Mdrau _ 1C=Y _S1 9 - F ` ' l a ` Q V . J E.•$ 1• i a. rsd . . L f s Z.. •�' 2-•' ee . t o sv ety (t any) _ :a: y` [V o \ 1'V <• CJ kr - y ..! t a4 a P•a A,dd_^ess _ VI _66 1 `Sr.,_EU 4 ` • � 1 .Amount of bona i_00/a • `--" Nana ied adddmi of \ s / nny per mak ing a loan for the Con struction o e i Addresa \ — • ka r of person Within the Sate oi'ploridi, other -than himself, dcsignalcd by. owner upon whom notions or other documents rt' EA tarvcd:. . .. Natter ,��n --( - . _. ... _ ..._w.» .. a. • Addiess .1. --- --.- ..__ _.. ,.- _.„ --.._.._____.— ......... • . 1i addition to hi nett, owner derisnatts the folloWiaat per3on to receive a only of the T.Sonors NoUce Si provided fr, Section 713.00.12) Os], Florida Statutes, (2U1 Sn it Owner:a optitiis), Name a ?-1 g.. ci .1 -Ls'a e S' 11 Q r +� Andress . i- f— Y?..6 ` �.t � = i_ .._.� ...l,;kc _ .i.1.Ao G ' a•i 1 .,. _l e:1 0....p..... YNU •MCi fek RiCOnOCR Vei ONLY l •• •ci �{ Sworn to and subscribed beta is me this,. .._ ,.,,,y . p Dmk' 2 i��gA31 � SL'm day of - ,Brads _.._ >.70:* !; RC i Res nand r BO 1 09241:51 AK 7 CLERK MIT COURT tindery l'i.4* .- - MAL. COt11TY TROST T1110 1 1.00 4 100 • r - t. iSt 4:• COPY PEE CERTIFY $ .1.00 My Cokee.EW. 2 DING 1 5.00 1tn , A+a,w Known 1/00• 1.D. • - - , -- a CiETYCOHFANTILAC---ANL PERMIT MECHANICAL T ATLANTIC BEACH, FL 32233 - TEL: 247-5826- FAX: T 0 NFO - Address: 2233 H FL3 2233 , 23033 Peimit Number: Range: Book: 1CAL ATLANTIC BEACH, Township: pERmiT 1 RiviAI N -- --- ____ ! BAREFOOT TRACE Block: Section: Permit Type: MECHAN Lot(s): Class of Work: ALTERATION Township: Subdivision: OCEANWALK Proposed Use: SINGLE Square Feet: Est. Value: BILL SCROGGINS Total Fees: Name: B1 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 11/16/2001 32233 33.00 Address: 33.00 Phone: (904)246-7316 BOULEVARD Amount Paid: FLORIDA 11/15/2001 A1T5LA9 OCEAN B Date Paid: Work Desc: R 33 00 CE AIR HANDLER 4 CONTRA a , '•.r1 . to: ,,,, puCATION FEES ,I EPLA - _ - , „_,',-. ....,- --A-,.- .-:,-,-,:„.--.:,.- ._-__ . -.„. ] - - ... if , t-,. •n t, -'- — HEATING AND ....= ,--4' ..0 -'-''' : 1. -; - -..- 4.- .--':' ,, -- 7, ',,, '''''' DONOVAN H ":-•,-,44',..,tug;-- ;,r,47.-A IT , :f"'e.,.. . - -''''''`,.' if _Ir ,,, --0- ,-"*-T,Fit-,,t-,,, ,,,..4.'d,:i:._-4,:.,_1:;:.;-:„--.-,-.---•- _: _ .,,,, ,-, - — -, -.;$ --_., ,_,;.:" -§;,,,I:e,,,-,..-_-_,..t.,-,-2:13_, -- .. ,,,,,- . ,, t•,-a--:-,,__5,„:_i„ . ?", 6i ".4 ■.&,- ,,,,, , ) ,:4,7 , . 4,4 -_, ,.,.:, 5.4: ' - ., . -?-,,'-'1"13,?,-..,,,,,,g-: .•,-'..-: ..,','-- ..'f,---;:, " , _,4r ...,s-'1,._._ . ,'.- ''7"---* 2-:--- s'''- '.--.'..6..1:4*.,;,.. - • -',..._ -- ', ' -?,::-.r.r--.7f1±:--- ,e. i'' - : k. ,, , , 4,„ ..., g . . ;.,ii,424,-;,,,-,...,0:::.. --._ - _-; -, , „... - - t ...1Y- i - ; :t. i, 1-S' ..g? _ . ,;;'-`,'-......,,,,,Ii.,.-J- -, ,tly„ti , ,go-'''- ...'' • ' '----, ''. ,7,= - :,---=', --..,..:' .. 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'''q' ,,,,-,„:-.,,,_ -., 1 :4: 5, :- .. -.44il....!-74!*tfAri w'r;4-;'-!,-,,, ,,,, !!'- ,11-2 -'. - :!!!!! - T:,, - ,ts' - '*' '-..--. ,,_ ..... i$,.7,ii.'.t.,-'2:,';awre,f.',Y, -.....:'.,•,- 4-=_ . , ; ,- '•-=,.. , i- _ ,., ....„-_,,:::s•,;- 1;:=:;4.,-.1- '-'''-..'-=',1'1:"."-'-=-' 0..L?.14,8, 47-,- ;' '' -. , .-- - ' ---3 ' 3. - ' ---‘-'- ' '''' ''' '- ' 2-'1' '''' ,, ' ;r- • - •-''..-';'-;t'*4.,,;;.-4.4.4r-i-= .''' ,------.-'4-'6T-', l‘c.k0^-fzZ..-,:-Mie.,,,:-F‘-::',-,1,-•'-..71-4--`, 4' - 7 `', ,--,,.-fi-k...-,---.',',..-;k4i ' :.',..11-1,,, Atf=.C -1- A..."=. * 1+; FINAL ,---, ,-.1. ..%'. ii!" a-T v „,,,.. 5.:1.- ,,-.• .: -,-.7 ..; ,,, .. - 4 -, • i.;, „,,...%ilti,,-..,,g3r:t14jii:-:,';,'lt;',t,-=':NfiFcr' ,,,-- ''::".:-,:,,'t.‘,.-.,.--,=:,.,,,,,,...,-...,....:-, S S7tCT1ON --1 ..i ,---,.* LEAST 24:44OLIRS:FR1 T .. -,•_ , - -k, ---: - - --,, , ,,, -----.T,Be:-.51exkutt.44)c,i,,n-,..,... : ,- . - .. - - - .i;•-- , :-..=7 - .7 - :_-_ , ,-., . ,,-- _ - --- i I NOTICE ''INSF)EC- T.4ti'''':17, ".-' sr NOT BE Rix4 .,, - ;-.0i.c. eo [Nt-p BL1C SPACE, A ND L Vutialsii , .., -.- _ et_THER..CONTRACTOR 4. MUST BUILDING MATERIA _LIA,_,LithiAwAy BY _ .. >',...„,r7. ." T IN THE BE CLEARED UF... '-,- -77,, •.-,‘„,_ . ....„,:-.;:::,:-..,:..:..,':,; ,s-_, ,,,,.. „,., ,,,,,. - RtSUL I- " Tti7T - s- ,._ . 1 "FAILURE TO COMP- :..,,,.;-,,,,,,- t .. OR - ' ''''' ' - PROPERTY OWNER PAVING . ISSUED ACCORDING IS TO APPROVE 0 ,, ... r4 ,w, , LI_ _ 1 1 1 ., ,,,,..7`fr r ,. 4 _ 4'44 '-, .7 * AND SUBJECT TO REVOCATION i FOR VIOLATION OF APPLICABLE PROVI .'* ' i 4°. • ' *.- '-' 1 1 I , 1 ,7// $33.69 14 / ,- ei z c., CHECKS Date: 11/16/31 81 Receipt: 601191vC;41 --- 881130%133271 - 067 — ATLAT BEACH BUILDING DEPT. _ ____ • BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH • AIWI'IC NIKON. ,L.Std1A sash 4 APPLICATION FOR MECHANICAL PERMIT CALL" NlM.ER IMPORTANT — Applicant to complete ell items in sections I, II, III, and IV. 13?-1- Tr�rr> • . tACATtON swat Addnrt• jam VA Mal 1� 1 (J ,.� . W INRwalloo :Miss Worn � Ldi� F I C �� v 1- ma M a pr v 1 1� BUILDING *ub Mi .. J p. IDENTIRCATION — To be completed by el applicants. to coiddanGeo of swan oloin for sblq So watt at thouRposl b Ito aioro ot.toawt ..Ion* sow to PotAvo sold wort la occada.o • wR` Its .S*sch d Abu ..d losofialtw which as • NO Mnd o is aaobace wish tit City of Jacinto &a adlaaasu aa/ stoma ads of g.d.pullee 4184 tiwala. Coottooton GeMeter ( w.► rte �� tJT� I M1Y Motif b Now of Nowt, Doer w 1) l I v ,SC r 0r S 0* L>J ZS vJn atJv� • St Nn of ; J �--7 MMw RIP aa IO AnYMd or bginu ! C L V r' tn. OBBBAL INFORMATION (�,•� A• Tyss olhoottt, fob B. IS onto CDraTMn MONO rG Dori Or Yeehis TWO 111111.0010 OR atrat • =r 0 is —O, V O NOW 0 Can" Wooly IP V($ GIVE Main OF COM$TOICIIO* O 011 MOOT • O Olbr — s_,r - IV. NICWJ IBAL IORKnuNT 10 u UIffMI>to NATURE OF WORK • IMO& eeroMte OA el e.rPeneeb oe i.1 el NU Inn) 0 Residential sr 0 Oomme,Wl • teat 0 how 0 Mso.nd ill GAWK 0 lb.r 0 Nsw MORS Air C.dlea'Vt O seem Gabel 0 Kidding wilding O Oeet Sydow 0 Replacement of WAIN iyatem 1/o>.es aye* shot► 0 New btd.Edttoa QIo system mites* lastalee - . O bpes.bn or eaSen to "bldg system O wee 0 rnw — Speedy O twang Wen Casey no opelaYarn Parfet el Seeds O t q waft Q teedeter (sews) THIS MOSS OOP= Yti ONLY O. Osman l I (beiedi • Q • tnk..�� teew`o) . LoawA& O 110 ..,dare 1.*Mri • b Read rms. wawa Ulm Mods Ammmd b agw — •1asditr rearm _ 1 ALL tgU1fl*SNT - AQ cony WNINO Alm aarasomars WT &QUW3WIT WO borValte DowdRUOR Meadllttsder Wdwbaemar (IVES) M I .- :I:nWA 1 1NII i O I .te Val Yrt:1' • • • IRA1IXG - PtIONACB, maw. PJRBLAcso 1Rmeter Vtlte D.mlPtlea lased Member 11fi>.rOnrrwr Wins P:=111Plir TAMS >No >ow ?if* ZAWKO pat Wo 6 t sar 11o. _ _ Qf 2 h N • 44' ■ 1 I— (L) wimp- 1 th AO.t /S. 94 h /o• ,. I S ' Z3 A3 der4'.oPit P007" �ArdgeC' Z. 477" �"9 MAP SHOW111/4103 SlifIVEY OF • or '',5.9 . 0 , ..-.1 . 4 ....1, .., A,,/ 41 AS RECORDED IN PLAT BOOK 4.2 PAGES /*/,0 /067/o5iYe OF THE CURRENT PUBLIC RECORDS OF ./7(11/ COUNTY, FLORIDA. FOR /- ike Y e3U/Lc)FiR5 • *T e 0ARe roc) 7 • - . . c .,0 , ,I p• vc. R: 0°5 ,i, 0(0°32' 40s • ' ' 19is 9 , __---_, .... ,---- -- o kn \9 • ,S1 qz ■:. • ..,.. ,.. 0 ,.. ot • • . n o •(\> h •.) o s ZQ,, t •-•. 0 .' ..-------------- , N ..---------- .---------- . .■"'-'''''-'"'''-'..."- iewc iw , 24 , 0 . v d' i9 . . , ...-' c ,%..t, ' • ,01 ,, , . . . . . . . • , , , , '' i . p, , t i , . d t.41 - 4 fr ,e • / Ate-P‘i -i" _.— . 1 .. . 1 / 1 I . , 1 p,/tPtfi,t, , , . ; el '6.41 ,/ II I 1.' V N ; ''' e-') ,%'_-, 1 I , , i . ; 40 0 t P i r 0" ,( . . , ,.1 1 5 CAL ,)P' 1 . 3 1 1V-1 , o ,'.. .. r eit'aLs: ,f,t L,---i.-11111 3 • „If- i 4 t:12 ---;..; V e,__, .;.,' • .A . 1, ‘,.., , ' _ ••• 4.y ., • --,--, t•-.,-...- .r. ... . 7 e,t, Z 1 ..,. .• 4 `- - r, c0.‘ , 0 (pP . , 4 st ) 1 :, •._ ....,- .--- i t 1 F \ 4?),c1AT 7- cDe_c_ 4 /I L.)Ptl< . I MAP SHOWING SURVEY OF .. z 2r 59 e_.E.'41sL.11/44.L,X r)Ai ir Tiii//2 AS RECORDED IN PLAT BOOK - .4_Z______ PAGES t2C4,4..ii_VC OF THE CURRENT PUBLIC RECORDS OF /71)VA6 COUNTY, FLORIDA. FOR Ptl'c'E Y 7- -rgAc A Re- F -00 ( ,e, RP) P• la , g /, t) it „3 Lt, i 4. e - — , , 4 "IX; 6,1iC) /7. (2' 4, 042 - AS61 Alr 14,16141j P‘' *V - 8.F, G. ---- , _ _ ..-------- \... ------ 0 N . -..... -.: ---.... cot ■0 ' •• 0 , 00,e 0-4- ilP \\ • . ,; , • , . 1,. ■ii 1 ........T__ 61 • . , C.) ■,..% \ K) N o -... • m k. g\ r. t•••• -..< _.------------- . NJ _ __.------- . _ ,---------- - f i /7 fg Al ...) el% 00, 0‘ G6 ot . ,,. A ,611.- , . ' ,• 6 DEPARTMENT OF BUILDING 9019 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD 414.75 THIS PERMIT MUST BE POSTED ON JOB 'fl , �.� ! 4 .75CKTD Date August 20 19 87 5740 I! /! /' 9H 9 .O CACG Valuation $ 123, 004.20 Fee $ 414.75 574 C I A 9/03/87 Irmo This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Pelkey Builders CRC010282 P.O.Box 72 Jacksonville, Florida 32211 has permission to build SINGLE FAMILY Classification_ NEW RESIDNNTIAL Zone RS -1 Owned by .Tames Pelkey Lot 59 Block Unit II S/D Ocewnwaik House No. 2323 Barefoot Trace ( ,� According to approved plans which are part of this permit `✓ " NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �--- -� 4--- -■ O Building material, rubbish and debris - from this work must not be placed in public space, and must be cleared up.fa3>td hauled away by either co - c r or owner. , j j ) 1 J i '° f i, J :6{ ! /� .1�Jf %/1- i . ' h B ding Official. FOR OFFICE PERMIT J { USE ONLY NUMBER DATE CONTRACTOF�' { PLUMBING d � '/'/ ELECTRICAL SEWER WATER . , PLANS REVIEW CHECK LIST Owner 1_ ( I .'0.-," ' ='- '''" Legal Descriptionf.1-t 5 c ? Y 7 * ContractorLL1,...r k i f i et , i , 0(7 /", License Number C i OiOcag , License on File ., .,,YES ,I NO Section 24-101 * Zoning Regulations • Zoning District 6 Proposed Use6 Required Lot Size 25X/00 Actual Lot Size% e' 41)07q.1/7 Setbacks Required Provided Section 24-17 front _SD _..a- CORNER LOT .INTERIOR LOT) rear >0 55' Flood Zone Z,C1" Vi. side-1 /7'5 11 5 Required Elevation 2 25 side-2 7 '71,5 ____ .26 / 1 Max. Height Allowed Proposed Height Section 24-82 * Minimum Lot Coverage Required Heated Area _200,3Z Proposed Area__ c2 7& Section 24-161 * Offstreet Parking Number Spaces Required____ Spaces Provided Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES .... Utilities Water and sewer service is to be provided by: (V Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL / a Plans Reviewed j / 1 Date Lt4e,ffl, 4 C 1 (; ) ,_Or ",-/ Building Permit #0/ (fSSUED,) DENIED Address • 1 / l ti 'j _ 1 Heated Square Footage ; t 6, 7 @ $ 5 per sq ft = $ /Q '1 r a/'�, /5 i Garage /Shed _ @ $ /f 51• per sq ft = $ 9 0 D Carport /Porch / ) a @ $ EOS per sq ft = $ 1 / 1 19,0O Deck 3 3 . @$ (0<6) per sgft = $ a 97.7 Patio ,�- @ $ q 0 per sq ft = $ 0730 0 C� TOTAL VALUATION; $ 1 5 60 g oZ i f ©C4a0 • 6, so' •$ ,7_2(r. Total Val 1st. $ /dv pod.Cb oozIow) 3o.oD ' • $ oa Remainder Valuation '$/ 0, thousand or portion thereof _ Total Building Fee $ a d (, (p, 5 ADDITIONAL PERMITS and /or I'EES REQUIRED ( + ' Filing Fee $ / ? 3, c?,`�� Mechanical �, Fireplaces @ 15.00 $ /..5;66 Pluihing BUILDING IPERMCT FEE $ q /// 75 Electric /New Electric /Temp Septic Tank • BUILDING PERMIT $ g/ /g 75 • Well WATER HEXER CHARGE $ R:60?) Strinming Pool SEWER IMPACT FEE $ / 0 5'. Sign WAl R IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection ,/ $ Water Meter a / $ Elevation Certificate' ✓ GRAND TOTAL DUE $ CALCULATIONS and /or NOES • • • • • • • City of Atlantic Beach • Fixture Unit Worksheet for Water.Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. • i-- BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND • WATER CLOSET, LAVATORY & BATH .(8) TUB OR SHOWER STALL (6) • 0 WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) O BATHTUB /SHOWER (2) V URINAL WALL LIP (4) C SHOWER GROUP PER HEAD (3) C FLOOR DRAIN (1) / SHOWER STALL DOMESTIC (2) 6 LAUNDRY TRAY (2) _, _LAVATORY (1) 0 COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 6 POT, SCULLERY SINK (4) l ` � DISHWASHER (2) C' WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) 11 DENTAL LAVATORY (1) _ f __KITCHEN SINK WITH WASTE ()• GRINDER (3) DENTAL UNIT OR CUSPIDOR (1) 0 BIDGET (3) 0 URINAL STALL, WASHOUT (4) 0 FLUSHING RIM SINK (8) () COMBINATION SINK AND TRAY WIT] FOOD DISPOS. (4 ) D URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) ® DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) _ l__ICE MAKER (1/2) • • C TOTAL FIXTURE UNITS__33._ @ $10.00 EACH , 33,2a JOB INFORMATION �"` C4.1L tgca, .L3,c;73 _ AlfrA • ... .4..* ,.' CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT • 10111/,1 .-, 4 7 tv - ,,of / C. Z l_^. el Owner -773/ i,' Address PO L. :thy 1 70:-. ) /:: ;/ iC /:An phoned - 000 7 „ f _...i. i 4, , 12- --r" 11.67 1- J 7013"Tic V S c3do Architect".g.tiO r 1 Address 71r,,t zip _phone Z. - , Contractor iiLC% CD1tOek.c-I,JVC,Addxess".._v_. , sa...L.:..c.suiti.1.,a ) iipaphoneZ5 S'oFq Contractor 's License number_CK_V r -7 S2 / • .) Lot , 2l4aGit—ar Sera...toe- c2.... Subdivisiodal'aRLILS Zoning Street between and side Type Construction F No. Units / No. Fireplaces c -•• ,--..., Purpose of Building_QirlL LAOLIILL Est .Valuation $ /". - 7" -- Utility Method - Water C i :1 Sewer 1,,,,/ ., L4 .....) 4y. --, Dimensions - Building ..2cco Lot 90x P70 Size Footings_&20 Sz.Piers Sz.Sills Greatest Span Sills Sz. Ceiling Joists_/kyrru-_Distance on Centers 4 7' Greatest Span Sz. Floor Joists -57AUE___Distance on Centers_ ... ..... 46 ,___Greatest Span Sz. Rafters - 2N./.17 - 45' Distance on Centers .7 Greatest Span Method of Heating7n.4, olid or Filled Ground Roof Flood Zone A If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City ,.. specifications. . • Signature Owner Date . . • Ii" . G Signature Contractor 27':glz i ,.,__Date al C , . 1 . . • . . : , l h, l ir 4.2 0 ',: •,,,, . " jr V.)' 12 • . page 2 2 C A? . : ; . • . qu G 1 8 1981 4, ''..• : '... 2 uilding and Zonnr : .'. • . . , • ., • Al . 0 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: ___ 5�!�y ; _r„ %" !` Flood Zone: Required Lowest Floor Elevations_t If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No.25 -7 -11 and all other laws or ordinances effecting the proposed development. { Date Le i Applicant's Signature _i,c d` _ Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative page 3 FLORIDA ENERGY 'EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900 -A-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single - family detached or multifamily attached dwellings under Section 9. An alternative to this method for single - family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10. Multifamily attached dwellings greater than three stories must comply under Section 9 or 5. Additions to existing residential buildings must comply under Section 9 or 10. Additional information may be obtained from your local building department or the Department of Community Affairs, Energy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32399. PROJECT NAME 90 " /V ii BUILDER: /T 4 a �+ - iP : /e r AND ADDRESS: - i s a I . i CLIMATE 1 2 n 3 rar - .. .► � ' `t / . ONE: OWNER: +/ NO PERMIT JURISDICTION a r ' i , U di, NO.. l� NEW CONSTRUCTION IF MULTIFAMILY, NUMBER OF CONDITIONED f, r SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA ! 6 d FT. CLEAR TINT, FILM, SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: - EAVE OVERHANG SINGLE- SO. SINGLE- SQ. MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH , ® FT PANE FT PANE FT. REPRESENTS A WORST SE PORCH OVERHANG I * ) DOUBLE- /- SQ. DOUBLE- SO. SINGLE- FAMILY DETACHED d CONDITION: LENGTH O , FT. PANE 3 Li FT. PANE FT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG R = F d3 o FST. F 1 / SQ. FT. T. T. FT. CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R S = SGL AS +� R = SLAB ° � PERIMETER R = RAISED: WD ❑ CON ❑ R rq 3 ! F . (. "7 " d V F :rl] tc 7 FT C .9 SQ. DUCTS COOLING SYSTEM HEATING SYST HOT WATER SYSTEM IN _ NONE 7 ELECTRIC STRIP III HEAT PUMP ELECTRIC UNCONDITIONED CENTRAL I _ I ❑ SOLAR SPACE R = n ROOM n NATURAL GAS = OTHER FUELS C NATURAL GAS ❑ HEAT RECOVERY n 5 I 1 PACKAGE TERMINAL 1I ROOM UNIT OR NONE 7 OTHER FUELS -_ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL HEAT PUMP SPACE R = EF = ,c SF /EF = SEER /EER = ,, 4 ) 1.77 COP /AFUE = , NUMBER OF BEDROOMS = INFILTRATION PRACTICE USED 3,5605 - "1 '1 03 9 x loo = g ❑ #1 [ #2 E. #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code. Before construction is mpleted, this Florida Energy Code. y / building will be inspected ompliance in ac ance io 553.908 F.S. OWNER /AGENT: �'' /AV c / BUILDING OFFICIAL: C9-. f DATE: i g1/.5/t�1 2 �� DATE: i n -0 9A 1 PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR & 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL. INSULATED, OR GLASS DOORS ONLY. EXT. JOINTS & 904.1 TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC), OR CUT -OFF (GAS) MUST BE PROVIDED. AN EXTERNAL OR BUILT -IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS & HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON- COMMERCIAL POOLS MUST & SPAS HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75 %. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS. IN SUCH CASES, PIPING HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU /H /LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS & LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2 & JOINTS MUST BE SEALED. _ HVACQNTROLS 904.7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. INSULATION 004,0 CEILINGS -MIN. R -19. COMMON WALLS -FRAME R -11 OR CBS R -3. FRAME COMMON CEILINGS & FLOORS R -11. 1 91 HEATING SYSTEM MULTIPLIERS (HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE SATING SYSTEM MULTIPLIERS Heat Pump COP 2.5 -2.69 2.7 -2.89 2.9 -3.09 3.1 -3.29 3.3 -3.49 3.5 -3.69 3.7 -Up HSM .56 .52 .48/ .45 .42 .40 .38 Electric Strip HSM 1.0 Gas & Other Fuels HSM 1.0 (See Table 9J for Credit Multipliers) PTHP & Room Units HSM HSM for COP 2.2 - 2.49 = .63. See above for COP>2.49. Minimums: Central Units 2.7 COP. PTHP & Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM . Natural Gas AFUE .60 - .64 .65 - .69 .70 - .74 .75 -.79 .80 - .84 .85 - .89 .90 - Up HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 .67 .63 .59 .56 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) SYSTEM TYPE COOLING SYST M MULTIPLIERS SEER 7.8- 8.0- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0 - Central Units 7.9 8.4 9.4 9.9 10.4 10.9 11.4 11.9 & Up CSM .44 .43 , 0 .38 .36 .34 ,32 .31 .30 .28 PTAC & Room Unit CSM CSM for EER 7.5 - 7.7 = .46. For EER's >7.7 use multipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU /H 7.5 EER, and over 13,000 BTU /H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) Ceiling Fans 6 Multizone 90 Cross Ventilation or Whole House Fan (Credit for only one) . Attic Radiant Barrier 95 Where more than one credit is claimed, multiply CCM`s together. Enter product on page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF 0 - .81 .82 - .83 .84 - .85 .86 - .87 .88 .90 .91 - .93 .94 - .96 .97 & UP Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF .48 .49 .50 - .51 .52 - .53 .54 - .55 .56 - .57 .58 - .59 .60 - .61 .62 & Up HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) , SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 With Air- conditioner Heat Pump Heat Recovery Unit* HWCM .62 .58 Dedicated Heat Pump EF 2.0 - 2.49 2.5 - 2.99 3.0 - 3.49 3.5 & Uo HWCM .44 .35 .29 .25 .A HWM must be used in conjunction wit HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 900D -86 must be submitted to obtain credit for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Too plate penetrations sealed. Infiltration barrier installed. Sole plate /floor joint caulked or sealed. Exterior Walls & Ceilings Penetrations, ioints and cracks on interior surface caulked. sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2(ft. Combustion Heating Combustion space & water heating systems provided with outside combustion air, except direct vent appliances. PRACTICE #3 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top plate penetrations sealed or ioints & cracks on interior walls caulked, sealed or gasketed. Recessed Lights Sealed from conditioned space & insulated from ventilated attic spaces. Ductwork All ductwork located in conditioned space. Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust Combustion Appliances by- products to outside. Stoves see 903.2(f). -6- • SUMMER POINT MULTIPLIERS (SPM) 98 SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 OH RATIO .0 -.11 .12 -.17 .18 -.26 ,27 -,35 .36 -.46 .47 -.57 .58 -.70 .71 -.83 .84 -1.18 1.19 -1.72 1.73 -2.73 2.74+ N 1.0 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 _ .50 • m 1 NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 w o E/W 1.0 .95 .92 .86 .80 .73 .68 .63 .57 . .47 .39 .31 SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 S 1.0 .91 .86 .77 .68 .60 .54 .51 .45 .39 .35 .31 POH LENGTH* 0 ft. 1 ft. 11/2 ft. 2 ft. 3 ft. 3Y2 ft. 4 ft. 5 ft. 6 ft. 9' ft, 14 ft. _ 20 ft.+ *To select by Overhang Length, no part of glass shall be more than 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT L H Ta-H a� H 9C WALL SUMMER POINT MULTIPLIERS (SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT. INSULATION R- VALUE WOOD FR LOG WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0 - 6.9 2.4 6 INCH R -VALUE EXT ADJ R -VALUE EXT ADJ EXT EXT EXT 7 - 10.9 .6 R -VALUE EXT 0- 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 -18.9. . .4 0 -2.9 1.5 7.10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 19 -25.9 .2 3 -6.9 1.0 11 -12.9 1.7 .7 5- 6.9 1.0 .7 .8 .5 .4 26 & Up .1 7 & Up .8 13 18.9 1.5 .6 7 - 10.9 .7 .5 .6 .3 .2 R -VALUE BLOCK 8 INCH 19. 25.9 .9 .4 11 - 18.9 .4 .4 .4 .0 .1 0 - 2.9 1.0 R -VALUE EXT 26 &Up .6 .2 19 -25.9 .2 .2 .2 3- 6.9 .6 0- 2.9 1.0 STEEL 26 & U • 1 1 .1 ! a , k 7 - 9.9 .4 3 - 6.9 .7 R -VALUE EXT ADJ **4 ; a Y `f 10 : U • .2 7 & • 0 - 6.9 7.6 2.8 7 - 10.9 3.5 1.3 11 - 12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS (SPM) 13 - 18.9 2.5 0.9 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 19 - 25.9 2.2 0.8 R -VALUE SPM R -VALUE SPM CEILING TYPE 26 & Up 1.2 0.4 19 - 21.9 1.1 10 -10.9 2.9 R -VALUE DROPPED EXPOSED 22 -25.9 .9 11 -12.9 _ 2.6 10 -13.9 3.2 3.5 26.29.9 .8 13.18.9 2.4 14 -20.9 2.2 2.4 30 -37.9 .6 19 -25.9 1.8 21 &Up 1.5 1.6 38 & Up .5 26 & UP 1.2 la i » ,,< e..`..,: 9D DOOR SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB -ON -GRADE RAISED RAISED W000 WOOD 7.7 2.9 EDGE INSULATION CONCRETE (See 903.2(e)) R -VALUE SPM R -VALUE SPM R -VALUE SPM INSULATED 8.5 3.1 0 - 2.9 -41.2 0 - 2.9 - .8 0 - 6.9 -1.0 3 -4.9 -37.2 3 -4.9 -1.3 7 -10.9 -1.1 5 -6.9 -36.2 5.6.9 -1.3 11.18.9 -1.0 7 & Up -35.7 7 & Up -1.3 19 & Up - .9 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE R -VALUE With Return W/O Return (See Table 9P) SPM Air Duct Air Duct 4.2 - 4.9 1.14 1.10 PRACTICE # 1 10.2 5.0 - 6.6 1.12 1.08 PRACTICE # 2 8.0 • 6.7 & Up 1.09 1.06 PRACTICE # 3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- CITY OF ATLANTIC BEACH No. 5339 FLORIDA August 20 19 87 NAME Pelkey Builders ADDRESS P.O. Box 72 CITY Jacksonville, Florida 32211 • 57 ! r Water Impact Fee #43- 343 -3700 ; $335.00 Sewer Impact Fee #43-343-5200 P AI D $1,035.00 Water Meter #43- 343 -3300 $85.00 SEP 031987 $1,455.00 Lot 59 Unit II Oceanwalk 2323 Barefoot Trace THIS RECEIPT SERVES AS A WORK ORDER. TAKE RECEIPT TO PUBLIC WORKS DEPT. TO SCHEDULE WORK. 1200 SANDPIPER LANE, When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER ADDRESS__ CONTRACTOR OWNER BUILDING MECHANICAL PLUMBING ELECTRICAL TEMP POLE MISC ELECTRICIAN DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING SLAB FRAMING MECHANICAL /FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY DATE ORDERED O DATE ISSUED elec Aouedn000 )o eleollllJa0 ❑ uopedsui IeuL4 Jolaedsul 'IN 'd apeiN uolloedsul V W y �f ( epl�� 's.m 'PeM •sent' NOILO3dSNI 1Od AOV31i qej em ❑ 9381d aald ❑ lewd ❑ 1 BuµeeH ❑ InO dot' ❑ elod dwal ❑ gels ❑ Bullookl ed ❑ +g'puo0 'Jib' yBnoa ❑ Bum/NA OBnoy Buµood ❑ BulweJj 1VOINVHO3IN DNI9Wf11d 1VOIUi3313 313UONO3 ONI01If19 )oloeuluo0 ("WON 1 11¢ 00 1 ssaipp`d goP k2 . 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Received P.M. Di trio No. P 3 r /.__ *X ) 7 / CZ- Job Address Locality Owner's Pe4 y Name Gontractor / 1 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Y! Prid P.M. y Inspection Made 2 — 0-n /'� � • Inspector ( - Final i _ . _ . 3 Certificate of Occ _ • _ . Date 4 , r - `i °� = CITY OF . f - .. X i ►��eee VE aCGL ��IylG 1 ` ' _ N 716 OCEAN BOULEVARD - P. O. BOX 26 ATLANTIC BEACH, FLORIDA 32233 \ ` !� % TELEPHONE (904) 249 -2396 February 19, 1988 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5990 - -- -1500 Main Street Permit #5321----2133 Seminole Road - #5 Permit #5322 - -- -2133 Seminole Road - #6 Permit #5663----329 Ocean Boulevard Permits issued to Bivins Electric Company. Permit #5710 - -- -2323 Barefoot Trace Permit issued to United Electric Company. � n rely, I� r Rene' A :ers Community Developmen 0 rector RA /tb cc: file / . N a , -V' /. ' ...Ni.--4 . . .,• :`.:.0' .' a p ^� . o O C 1 , 2 w • � 2 �, m 4+ �1 v r N m s. • O U . M 11 ii "4' C.. r_. \ ..- y 1 . o o 1 1 'o ot, T4 �y� E 1 ': X 1 ' ! th. U M , 'J C_ Z 4 0 • 145 Q,3 Z v r" >" = w .' s . " f ,�r . , . ' '*e. 44. ° ' t, -o., i 1 • F , i ' tit Z U 2 I C o e h .c V o g c ,ti• �{,, }�,� ,y 4'N . l . \ J \ • \ ./. \ -,_. \ BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: February 19, 1988 Building Contractor: Pelkey Builders Building Permit Number: 9019 Address: 2323 Barefoot Trace Legal Description: Lot 59 Unit II Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 9.75' • required as built n/a Sales Tax Certificate: date submitted * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: By/ Fire Chief 2L19188 • _ Public Works 2/19/88 s LT Planning Director 2/19/88 Building Inspector 2/18/88 C \\ec .(c).. MAP SHOWING SURVEY OF (Or 5 � C('EAnirv4(K u,c,/ T TWo AS RECORDED IN PLAT BOOK 42' PAGES /3 • /3A, /3 OF THE CURRENT PUBLIC RECO'IDS OF Ou ✓4 e COUNTY, FLORIDA. CERTIFIED TO P6(',ec`Y .( -J/ 1 OEQS ge" � °T - 7 - /AC E ,A ( �O ' R /u•9 u . C ' � , ° - 'r, 1/•i• /L• Y4':) 11 /7. (�� 1 ,�.• 2'40' lra. W /915 9 .•�...' Nr '' ,„ U A , 7n• • . ' h -- ' 2 5 't S R . G � - � lc ' .. - T# 1 h . A 10. co V' N ' ` ' 7 , V r` n, I. .�� in 4. Iw / /LI' 0' p 40 t , I ?' '1 A'��lE o n, 444 4 a ti rr T - 4..° NO. 2'3 2 3 m ► � 1. `l m N t\1 w�aa DECK (`(1 G ti W .tip° N vor &: Lowesr oe u < EC E VA T/ON :(/0.4 0 N . ---- --- .0 p � Ai F1., . -- / w 1`.-; fir 1 k vR (yr i 4 e: 5 We fe'5 . ') , i lL______ �11 2 , " ,../A/ L 1 ol`= %t/, /� .'"� gO. i / 3 s L v t)/s1 i 7 I ° l'i e G a r•1 v/ Pv 1_1F) BUILDING AND ZONING INSPECTION DIVISION CITY' OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32293 APPLICATION FOR MECHANICAL PERMIT CALL.iN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. t 1 2323 Bearfoot Trace ` Florida Blvd.____ _ And O .Qanwa l k n ---S _ . DEPARTMENT OF BUii - - : -- ------ CITY OF ATLANTIC BEACH, FLORID), ^ f s • PERMIT TO BUILD `, Ant we hereby agree to perform said work in accordance T HIS PERMIT MUST BE POSTED ON JOB "` th Cit o f Ja ordinances and standards 1 Da August 20 19 87 Valuation $ 118227 Fee $ SO.00 This permit not valid until above fee has 00 • lien paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that � , an Sons Heat Air RA001822 r I h as permission to OEiNG DO E 0 T Classification New Residential RucTfos I Owned by James Pelke Zone -1 Lot 5g i Block �i� II S/DQGeanyvglk ; House No. 2323 Barefoot t Trace 1 According to approved plans which are part of this permit Commercial I i NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. sting System PERMIT VOID SIX MONTHS o system pr ®viouatY heta>ttiedi A - ----_� AFTER DATE OF ISSUE Ei ♦` -"`+' z Building material, rubbish and debris n to existing system f -I from this work must not be placed 1 in public space, and must be cleared t up and , away by either con- . . o - o owner. 4:_ ? � E U5E ONLY l Building Official. FOR OFFICE - _ USE ONLY - - DATE ... w ilmil C7N • - ACTOR PLUMBING ELECTRICAL' SEWER MIIMIIIIIII WATER 1111111. :4` et4=7 AlOj • '_. �. • UT -,m- - I . DEPARTMENT OF BUILDING 9021 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. -. PERMIT TO BUILD { THIS PERMIT MUST BE POSTED ON JOB 66 • flip TL 6 •COf.'x,Tri Date August 20 19 87 te343 1 A 9 /PP /H7 K2 •OOCACC Valuation $ Fee $ 66.00 6343 1 A 9/2P/R7 I 0001 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that J.D. Vaughn and Sons Plumbing Inc. CFCO33870 has permission to SW install plumbing Classification New Residential Zone RS -1 Owned by James Pelkey Lot 59 Block Unit II S/D Oceanwalk House No. 2323 Barefoot Trace According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 4--- -■ O 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 con - tracter;pt ner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER Aft Mme► , 4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION Q3 75 , 1 , 2_.�Fc; % $ -e_. PLUMBING CONTRACTOR 0. 1.174k) 6 lfin c LICENSE NUMBERS C F C C3 3 3 8 • OWNER BUILDING CONTRACTOR d m P /E, ft €.Y ' TYPE OF BUILDING /10,11.e SINKS J SHOWERS LAVATORY / WATER HEATERS a BATH TUBS I DISHWASHERS URINALS 1 DISPOSALS E3 CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER 4 , TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF • 4. -0 Office of Building Official REQUEST FOR INSPECTION Date , ~ / — f_ / Permit No. 7 d �/ Time ,/ ) A.M. Received ' < PM. Qfstrict Job Address /— , Locality Owner's Name Contractor '- (- �' — *� �� , BUILDING CONCRETE ELECTRICAL PLUMBING / MECHANICAL , Framing 1.0 Footing ❑ Rough Wiring , Rough ❑ , - Air. Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. es. Wek Thurs. Friday Inspection Made '/'�0 " 7 inspector t. C t-' / Final Inspection ❑ l Certificate of Occupancy Date CITY OF r f LE X1 f e,t3_S V 4 li- Ntv /D Office of Building Official AY A) T r- -Cr REQUEST FOR INSPECTION � — Date V , Permit No, o "� y2 / Time M. Received ��JJ)) P.M District No. . //__�}}/, Job Address / lily "' Owner's Name Contractor i / • -- T BUILDING CONCRETE ELECTRICAL. (/ PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs, Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certiticate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA J-593 it Approvwd by APPLICATION FOR ELECTRICAL. PERMIT I l) 2 87 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICES IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. United Electric Com�ariy j ,, ELECTRICAL FIRM: MASTER ELECT ICI °A , ' 1 ; , 1„ : , NAME Pekey Bldrs ADDRESS: 2323 Bare Foot T RFD BOX BLDG. SIZE BETWEEN: RES. 1 ) APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. 1 ) NEW ( 1 OLD ( ) REW. ( ! ADDITION 1 ) TRAILER ( ) TEMP. ( 74 SIGNS ( 1 SO. FT. SERVICE: NEW ( ) INCREASE ( 1 REPAIR ( ) FEE 3#6 CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. (x ) SWITCH OR BREAKER AMPS PH 3 W ` VOLT Cable RACEWAY 10.00 EXIST. SERV.;SIZE AMPS W _ - PH W VOLT RACEWAY FEEDERS NO. - SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.50 AMPS. 31-100 AMPS, SWITCHES INCANDESCENT FLUORESCENT at M. V. FIXED 1 0.100 AMPS. i OER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 Ell MOTORS H.P. VOLTAGE PHS NO. 1 H.P. R VOLTAGE P HS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. J- "513 CITY OF ATLANTIC BEACH, FLORIDA ApprovSd by APPLICATION FOR ELECTRICAL. PERMIT r ) 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE 10 22 19 87 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. United Electric Company ELECTRICAL FIRM: TER ELECTRIC AN SIGNA i E JOURNEYMAN NAME Pelkey Bldrs ADDRESS: 2323 Bare Foot Trace RFD BOX BLDG. SIZE BETWEEN: RES.( 4 APT. ( ) COMM. ( 1 PUBLIC ( 1. INDUS. ( 1 NEW ( 1 OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. I ) SIGNS ( 1 SO. FT. SERVICE: NEW ( V INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE 4/0 Amps 200 COPPER.( 1 ALUM. i 1 200 1. 3 230 Cable 35.00 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES ^ INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. 1 OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT R•1 ' OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS �_ .....��..�...._ I . •RIrs 21141 v I 1 11 AVCD anti V 1 V • UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 20th day of P4gust 198 7, between the City of Atlantic Beach , a Municipal corporation, hereinafter called "City ", and Pelkey Builders , a corporation, its successors and assigns, hereinafter called "Developer ". W I T N E S S E T H: WIIEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 59 Unit II Oceanwalk refer to acreage, plat engineering 2323 Barefoot Trace drawings, or legal description as Exhibit A and WIIEREAS, Developer plans to develop said land by constructing ' 1 buildings," 1 residences and /or other improvements thereon consisting of Single Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City to enlarge and expand its offsite water and sewer plants and facilities and :it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and. valuable considerations and in consideration of the mutual covenants and conditions hereinafter •contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City this exclusive right to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and /or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change, from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, • adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer. to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right -of -way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served by City. All such easements shall have a width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from " non- domestic" drains including without limitation swimming pools, air . conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to.back flow preventor valve failure. 8. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. • C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of . the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise ,specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer, but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains • and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for conunercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City • 11. Developer shall pay the City upon. execution of this Agreement . the sum of .1(4 per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of .10(t per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and • administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non - residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or • additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty five dollars ($ 1,035.00 ), per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at.the rate of ($. ). • D. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a m0in extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution'of this Agreement. 2. With respect to utility facilities installed by • Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire . at a cost of $ • 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and.procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of • and • B. Water plant capacity charge upon the execution of this Agreement, a total of ' $335.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of '$1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 per 3/4" meter upon . application for hook -up of individual lots, apartments, multi - family lots or units; and 1:. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F -1 of this Agreement upon execution of this Agreement, in a total amount of '$ • and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ navahle 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy -five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by tho City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e., ' in addition to those provided for above in this Agreement), but subject • to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. • 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of • this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the • successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with • residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of • the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer ,of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable • repairs which must be made by the City or independent contractors envnupA by tha r4 h., tr. ncr^,.« .....I. __._ prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be • met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City.' 13. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City, C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and /or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D _ All cantor o,,.1 ........... ......t___ - 1 irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. F. A Bill of Salo for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. H. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. I. The title evidence, mortgage releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite construction provide City an • accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at•least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right -of -way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water and /or sewer system. are ren►iira.i .,ri..r 4-. rs•- • 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States ; registered or certified mail, postage and charges prepaid from addressed as follows: • To Developer To City of Atlantic Beach City Manager 716 Ocean Boulevard • . Post Office Box•25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered • in the presence of: bLia,614-w eveloper _. Witness / a A ", Adria/ALAI 64/ Xic.A Ci o Atlanti Beach Witness • CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 F ' ki PERMIttNFORMATION . -, LOCATION INFORMATION ' Permit Number: 23076 Address: 2323 BAREFOOT TRACE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: POOL Township: Range: Book: Proposed Use: POOL/SPA Lot(s): 59 Block: 2 Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: 7,080.00 G .i. . , , , :r OWNER INFORMATION' , �.... t, _ , ,.` .: , _A Date Issued: 11/29/2001 Name: ARD, RICK AND CINDY Total Fees: 75.00 Address: 2323 BAREFOOT TRACE Amount Paid: 75.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/29/2001 r go I one: (000)000 -0000 Work Desc: POOL ENCLOSURE Ski 9Y' `t 5 ,.'.,,,,,',F, s ; . n t > � Sk 5 .,� .; COfiITRACTOR�S� ,, , �` :4,-:411.,4 `: : ~ �L lCATION FEES ., „,"„. � � �� TROPICAL ENCLOSURES INC Y - ' IT 1. 75. ,,, Y �Wya n : «°Y!'gex Y44 'f E t ,v f .^• a'+� r +_ -; t i . ' h"`RU � ; 3 1 4 k 4.. i . pV K = , fi ,wrt �y v :i u Y rc .. t at 1,} ..��,� ,� t r t } v. ms s. p0, 4i� r 4 5 3' . ,J. i >. , YJ7t ; 3 4t' x .. X .- w 7�. FOOTING , i a . < zi s ,', t '''4"4 - � 4',, : '"�Nty7 ;.5” t r c c c> , a ,, t €, e2,'= <* $ s 2 s n ase 4.. Jr yF , x 4 g aa^ ,K + ,, , ,; „ , k ' �. : ,,„ i . " � ) ■■ x r +� , �� 3 � 1 5. 4�1R hyY ., . � b N Yll� � Y , FINAL BUILDING 11t� t } p _ sa 4 W p , , � g� l i :. � R 3 4 -•. �1 h - t 4 l [ d&+ V W b �, fi H" r ?s. ,W. 31',.,:§,' } *r wv.Y x r : J ' J�* ' ! . , , , ,----4.,----.,,,,44,,304 , 4:0A--;-:-.-. -,,,,,,,_-;,,,....-_,-,7,.,,,....„:..,.,,:.,:,...„::::::„....,,z.....::::„:.-._:--,..__:. <jT """" NOTICE .. SPECTIO. .;- ,, ' psT$ R UESTED.AT LEAST HOURS Pr . R TO INSPECTION BUILDING MATERIAL, BtSH A 'IBRIS FROM THIS WORK MUST NOT :; ;LACED I . BLIC SPACE, AND MUST BE CLEARED UP AND HAULED A AY BY EITHEI:t' CONTRACTOR 0 , NER `i� '4,4rcp ; - - "FAILURE TO COMPLY TH . N • , ,; ' ^ W # RE LT IN THE PROPERTY OWNER PAYItG. C O _ ; LC N I P O. <y "` ISSU ACCORDING TO APPROVED P ' a I' A R1 F P it T ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS y. - . _ $f5.0 14 1 ? =,te: 12/05/3101 ><ecei; <t :00i647 AT I C BEACH B ILDING D . - r h7.cKS i:=11 ; 1 ; . ;ate. CITY OF ATLANTIC BEACH ';,_, PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS c',' ` r mi.-mile teach Owner(s) %MitP-, f\i'e.k ►`t RD • Job Address r2 3 oL Oa r�.'1- 6+ aC, S • Phone ./D � -,2L a, - 02.5 4 Lot # Jq Block or Unit # k ` 1-u. e Subdivision OCEct.L." ke Contractor 1.(s c 4 e V....) '1\.\ . +`.ti:3 o +nn • State License # (LAR it' 0 5 S S Addres „lea- eta RI Jcl ' - ut.o._. e,k Phone 90 - as � � City `In 14u•0'1. (S e,.k \ 1 , 5. - t l ' State ¥ 1 Zip 3 tea- e, C. Describe work to be done -1 ao 1 aL Q,\ o Stit'E • Present use of building . • `fl R • 00 Valuation of Proposed Construction 3/ ') 0 V . Proposed use 9 / k 2 `z . l � ✓00 A EIt..1C- IvSLL.r4 Is this an addition? • S If yes, what are the dimensions of the added space: Z6 ft. x 3 3 ft. Will the added area be heated and cooled? ` u % New electrical (or increase) New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COM - CIAL) TWO - ESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, : RGY COD: •' S, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFID• T, IF 0 rp E , 4 NTRACTOR. Signature of OWNER _. "i la.L. Date: I O 13b 0 1 iA Signature of CONT' • - MI A r —.--_____ Date J/-i2-7/ STATE OF FLORIDA COUNTY OF Sworn to (or affirmed) and subscribed before me this _ � day of Or. , 2001 /a AS TO OWNER: Notary's SignatuWt_ i _ ,, ,, , OF F/ USA M. TEWS- NEWSOME Personally known 5 NOTARY of My Comm Exp. 3/26/2002 ❑ Produced Identification PUBLIC A CC 728173 I y K now , I 1 I D. Type of identification produced Sworn to (o' affirmed) and subscribed before me this day of 20 ,,, , . . , Si nat e AS TO CONTRACTOR: Notary's 9 uC Ado,,L„.1.244d oc,— �, . Fo LISA M. TEWS- NEWSOME /Personally known 7 NOTARY o M y C omm Exp. 3/26/2002 ❑ Produced Identification w PUBLIC A C 728173 I enanaty Known I I Daher I : Type of identification produced • CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address p 3 2- .3 W Foci / f1 + ( A © L 10 C LOS UK. e- ) Date H "® Heated Square Footage @ $ per sq ft = $ Garage /Shed ` 0 P @ $ per sq ft = $ Carport /Porch @ $ per sq ft = $ Deck Q @ $ per sq ft = $ Patio S �� @ $ per sq ft = $ TOTAL VALUATION: $ ' 7 3 ' O Tota Valuation 1st $ i ©c) 0 0 ? 3Y $ 3r Remaining Value .m "per thousand portion thereof TOTAL BUILDING FEE $ 3 0 + 1/2 Filing Fee $ 2 ( ) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $ "T 0'0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ h GRAND TOTAL DUE $ 0 0 ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: . . . • )-ti •-.1 1-3 cnz1--? z9bo Z 0 H id H . 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"' �� lJ 0 1�" M w II 45.3 ' \c?, Up 78 ° 25'10 "G/ / 7/. 47' \ w 1 0 o Y� H c) . \ m • _ m November 8, 2001 Rick & Cynthia Ard 2323 Barefoot Trace Atlantic Beach, FL 32233 RE: Lot 59 Unit II Request for Addition of a Pool to the Rear of Received November 2, 2001 The Architectural Review Committee (ARC) met on November 7, 2001 to consider your request for the addition of a pool to the rear of your home. It's my pleasure to inform you that your request has been approved as submitted. Please ensure that the pool equipment is hidden from view either through placement or the addition of landscaping. I'm returning one set of plans and intend to retain the other for Oceanwalk's records. Please let me know if you need the set returned as well. Good luck with your project. Please call if there are any other questions. Sincerel,, .�• :, l , ,.;-..land ARC Cha '■ ma Oceanwualk Association, Inc. P.0. Box 331183, ilta!ar tic Beach. FL 32233 -1188 e 1. -a o >- O 1 J C. 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Q.::, (7- . . ...., , ., ..... , 1 _.„--- ,---- --e- 3 to ,,..... /1 i Pa.v\-z- \ 4 f . if:T 1 0 3 ;11 1 'Ti --- (....--,:) ..-. . • - " m " VI rn C = • • N. • o \ • a� - 'C N X 71 n - . 1 © 1 . v . - - -- -- L ;''. _.... c- '\.\, -I — -c.. N\ _ , _ , . '5\ _ co \,. __ i__ . . .. . _ c v) ; t o ' • i F m s x -r,e 0 , LP )..)- r ':i .417 v) 1 J C -fit-- `' -f -+ \ L Cry �'� -(2 ‘J's v s 6 \\ J N •• \ *% Gay t G SECTION 1 SCREENED ENCLOSURES W -t PURLINS (TYPICAL) PERIMETER MEMBER CABLE CONNECTION DETAIL 1 (TYPICAL) TOP RAIL SCREEN (TYPICAL) H2 milli I GIRT (TYPICAL) H1 CABLE CONNECTION Lk, DETAIL N MI MIME GRADE 2 (TYPICAL) K- BRACING (OPTIONAL) TYPICAL MANSARD ROOF ELEVATION NOTE: USE H2 FOR CABLE AREA CALCULATION • T ALUMINUM BEAM , (SEE TABLE 1.1 OR 1.8) 4 11 r 4k H p. � DIAGONAL ROOF - ON �� imr. BRACING (SEE MI I SCHEMATIC PLAN) PERIMETER WALL �� FRAME SIZE SCREEN (TYPICAL) �� -� '� (TABLE 1.3 AND 1.4) ALUMINUM COLUMNS `' ∎- CABLE BRACING (TABLE 1.3 AND 1.6) • %II. Sw GIRT (TYPICAL) � (1` x T TYPICAL) SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD ROOF ISOMETRIC CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES, Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787 -4774 FAX (904) 7874558 SEAL PAGE © COPYRIGHT 2000 1-2 NOT TORE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) (Post / Upright Height) Aluminum Alloy 6063 T -6 . • Tributary Load Width = Upright Spacing Hollow Sections 3' -0" 1 4' -0" 1 5' -0" [ 6' -0" I 7' -0" 8' -0" 1 9' -0" Allowable Height "H" 2" x 2" x 0.036" 7' -6" 6' -6" 5' -10" 5'-4" 4' -11" 4' -7" 4'-4" 2" x 2" x 0.044" 8' -3" 7' -2' 6' -5" 5' -10" 5' -5" 5' -1" 4' -9" 2" x 2" x 0.055" 9' -0" 7' -10" 6' -11' 6' -5" 5'-11" 5' -6" 5'-2" 2" x 3" x 0.045" 10' -11' 9' -5' 8' -5' 7' -9" 7' -2" 6' -8" 6'-4" 2" x 4" x 0.050" 14' -11" 12' -11' 11' -7" 10'-7" 9' -9" 9' -2" 8' -8" Tributary Load Width = Upright Spacing Self Mating Sections 3' -0" 1 4' -0" 1 5' -0" 1 6' -0" 1 7' -0" 1 8' -0" 1 9' -0" Allowable Height "H" 2" x 4" x 0.038" x 0.100" 16'-9" 14'-6" 12'-11" 11' -10" 10' -11' 10'-3" 9' -8" 2" x 5" x 0.050" x 0.100" 20 17' -11' 16' -1" 14' -8" 13' 7" 12%9" 1V-11" 2" x 6" x 0.050" x 0.120" 24' -5" 21' -2" 18' -11" 17' -3" 15' -11" 14' -11" 14' -1" 2" x 7" x 0.055" x 0.120" 27' -5" 23' -9" 21' -3" 19' -5" 17' -11" 16' -9" 15' -10' 2" x 8" x 0.072" x 0.224" 35' -7" ' 30' -10" 27' -7" 25' -2" 23'-4" 21' -10" 20' -7` 2" x 9' x 0.072" x 0.224" 39' -6" 34' -2" 30' -7" ' 27' -11" 25' -10" 24' -2' 22' -9" 2" x 9" x 0.082" x 0.306" 42' -7" 36'-11' 33' -0" • 30' -2" 27' -11' 26' -1' 24'•7' Tributary Load Width = Upright Spacing Snap Sections 3' -0" ) 4' 4" 1 5'-0" 1 6' -0" 1 7' -0" 1 8' -0" 1 9' -0" I Allowable Height "H" 2" x 2" x 0.036" 9' -10" 8' -7` 7' -8' 6' -11' 6' -6" 6' -1 5' -8" Y' x 3" x 0.045" ' 12' -6" 10' -10" 9' -8" 8' -10' 8' -2" 7' -8" 7' -3" 2" x 4" x 0.045" 15'-4" 13' -3" 11' -10" 10' -10" 10' -0" 9' -5' • 8' -10" 2" x 6" x 0.062" 26'-4" 22' -10' 20' -5" 18' -8" 17' -3" 16' -2" 15' -3" 2" x 7" x 0.062" 29'-4' 25'-5" 22'-8" 20'-9" 19' -2" 17' -11' t6' -11" Using screen panel width "W" select upright length 'H Spans are based on 120 M.P.H. wind load. Multiply spans /heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20' in mean roof height. Example: Screen panel width "W" = 4' -0 ", Maximum 'H' for a 2" x 4" x 0.038' x 0.100' Sell Mating Beam = [ 14' -6" 1 , Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7671774 FAX (904) 767.6556 SF A, PAtic _,7PtRIGHT 2000 ' TO a: REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E 1-45 SCREENED ENCLOSURES SECTION • Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T -6 For areas with wind loads '120 M.P.H. or less and Latitudes below 30 North Tributary Load Width "W" = Beam Spacing Hollow Sections 3' -0" 1 4' -0" 1 5' -0" 1 6' -0" 1 7'-0" 1 8'-0" 1 9' -0" Allowable Span "L" 2" x 2" x 0.036" 10' -3" 8' -10" 7' -11" 7' -3" 6' -8" 6' -3" 5' -11" 2" x 2" x 0.044" 11' -3' 9' -9" 8' -9" 7' -11' 7' -5" 6' -11" 6' -6" 2" x 2" x 0.055" 12'-4" 10' -8" 9' -6" 8' -8" 8' -1" 7' -6" 7' -1" 2" x 3" x 0.045" 14' -10" 12' -11' 11' -6" 10' -6" 9' -9" 9' -1" 8' -7" 2" x 4" x 0.050" 20'-4" 17' -8" 15' -9" 14' -5" 13'-4" 12' -6" 11' -9" Tributary Load Width "W" = Beam Spacing Self- Mating Sections 3 1 4' -0" 1 5' -0" 1 6' -0" 1 7' -0" 1 8' -0" 1 9' -0" Allowable Span "L" 2" x 4" x 0.038" x 0.100" 22' -10' 19' -9" 17' -8" 16' -2" 14'-11" 13'-11" 13'-2" 2" x 5" x 0.050" x 0.100" 26'-4" 24' -6" 21' -11" 20' -0" 18' -6" 17'-4" 16'-4" 2" x 6" x 0.050" x 0.120" 33' -3" 28' -10" 25' -9" 23' -6" 21' -9" 20'-4' 19' -2" 2" x 7" x' 0.055" x 0.120" 37' -4" 32'-4" 28' -11" 26' -5" 24' -6" 22' -11" 21' -7' 2" x 8" x 0.072" x 0.224" 48' -6" 42' -0" 37' -7" 34'-4" 31' -9" 29' -9" 28' -0" 2" x 9" x 0.072" x 0.224" 53' -9" ' 46' -7" 41' -8" 38' -0" 35' -2" 32' -11" 31' -1" 2" x 9" x 0.082" x 0.310" 58' -1" 50'-4" 44' -11' 41' -1" 38' -0" 35' -7' 33' -6" Tributary Load Width "W" ,: Beam Spacing Snap Sections 3'-0" 1 4' -0" 1 5' -0" 1 6' -0" 1 7' -0" 1 8' -0" 1 9' -0" Allowable Span "L" 2" x 2" x 0.036" 13' -5' 11' -8" 10' -5" 9' -6" 8' -10" 8' -3" - 7' -9" 2" x 3" x 0.045" 17' -1' 14' -9" 13' -3" 12' -1" 11' -2" 10' -5" 9' -10" 2" x 4" x 0.045" 20' -10' 18' -1" 16' -2" 14' -9" 13' -8" 12' -9" 12' -1" 2" x 6" x 0.062" 35' -11" 31' -1" 27' -10" 25' -5" 23' -6" 21' -11" 20' -9" 2" x 7" x 0.062" 39' -11" 34' -7" 30' -11" 28' -3" 26' -2" 24' -6" 23' -1" Example: II beam spacing "W" = Maximum 'L" for a 2" x 4" x 0.038" x 0.100" Self- Mating Beam = 1 19' -9" 1 Interpolation of tables is allowed. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans Punts spacing shall not exceed 7'- 0" For beam spans greater than 40' -0" the beam at the center punin ano one purlin for each 14' -0" on each side of the center prim shall Include lateral °racing as snows In betel' (48' -0 ") span witn punins at 7'- 0" o.c. center purlin and (2) purtins each sloe of center purlin need lateral bracing. Note: It is recommended that the engineer be consulted on any screen enclosure that spans more than 55' -0" and as a minimum the upnght used for screen enclosures over 55' -0" shall be one sell- mating section smaller than the beam section. Spans are oases on 120 M.P H. wind load Multiply spans /heights by 0.85 for 140 M P.H. 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSUL TAN' P O BOX 4368. SOUTH DAYTONA FL 327; • TELEPHONE 1904) 767.4774 FAX(904) 767-6556 vow ....,�'Y H.:;n1 2Uuc • ...:. R_✓R :.: Its Y.HDiL :Jit Ih PAR1 :YIrrOUI 1rir WILI !rN' PE RMISSION or LAWRL L 131, NM ! '- P is SECTION 1 SCREENED ENCLOSURES STRAP SUPER GUTTER HOST STRUCTURE SPACING / 2 + SPACING / 2 SPACING / 2 * SPACING / 2 -7 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR UPER GUTTER REINFORCEMENT ALTERNATE TRANSOM UPRIGHT SELF MATING BEAM 2" x 5" x 0.050" STRAP @ EACH (SIZE VARIES) BEAM CONNECTION WITH (2) S.M.S. PER STRAP (SEE SECTION 9) 2" S.M.S. OR LAG SCREWS (SEE SECTION 9) 1 g o o i O ANGLE OR RECEIVING ` c` CHANNEL (SEE SECTION 9 5" SUPER GUTTE- FOR DETAILS) l BEAM CAP SCREW PATTERNS MAY VARY.(SEE TABLES OR MAXIMUM DISTANCE FROM NOTES FOR SIZE AND / FASCIA TO HOST STRUCTURE NUMBER OF SCREWS) WALL 36" WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER GUTTER • - Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE Q COPYRIGHT 2D00 1-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. • • a ' SCREENED ENCLOSURES SECTION 1 ,\ NOTE: MINIMUNI•POST SIZES \ REQUIRED FOR EACH BEAM � SIZE (SEE TABLE 1.6) �' OP'' M 2" x 5" UPRIGHT OR LARGER �� O S \OQE ' 1 2 "x4 "UPRIGHT • 2" x 2" PURLINS ATTACH TO ' — \ BEAMS WITH (3) #10 x 1 -1/2" 7 \ S.M.S. INTO SCREW BOSSES "\\ 2" x 2" MAY BE ROTATED TO 1. ' a ACCOMODATE SCREEN r Vi:fi';� 2" x 4" S.M.B. ::��9};:::�; � 11•.7• d 1" x 2" SNAP SECTIONS iNNIF 013011111116:612211111e ATTACH TO 2" x 2" W/ ,`tea ti x 2x 6" S.M.B. #10 x 1 -1/2" S. M. S. @ 24" O.C. OR CONTINUOUS SNAP '"' - ;;�j:; c�I�� r; 2" x 7" S.M.B. SECTIONS OR 2" x 3" (4) / "" ` SPLINE GROOVE :• c2 �) 2" x 8 S.M.B. 0 E SECTION " BEAM OVERLAP CONNECTION `. `; C> U 2" x 9" S.M.B. OR GUSSET " 0 2" x 3" UPRIGHT MUST BE c NOTCHED FOR 2" x 2" ROOF X PURLINS co 0 FASTENER SIZE, NUMBER AND ° cm co to x PATTERN (SEE TABLE 1.6) 2 , 2 g o ui vi vi X er L) W N x x x Q' N N N 0 2 N SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767 -4774 • FAX (904) 7678556 SEAL Q COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 - 1 1 SCREENED ENCLOSURES SECTION 1 1" x 2" EXTRUSION ANCHOR POST SIZE 2" x 4" MAX. TO CONCRETE W/ 1/4" x 2 -1/2" CONCRETE ANCHORS WITHIN 6" OF • EACH SIDE OF EACH POST 11_ SCREWS OR THRU -BOLTS AND @ 24" O.C, MAX. �� (SEE SECTION 9) I ii CONCRETE 6 6 L x 2 5 0 x 0 P 0 • WELDED WIRE MESH OR FIBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL POST SIZE (SEE TABLE) 1" x 2" EXTRUSION'•ANCHOR TO CONCRETE W/ 1/4" x 2 -1/2" CONCRETE 2" x 2" x 0.063" ANGLE EACH ANCHORS WITHIN 6" OF SIDE ATTACH TO POST AND EACH SIDE OF EACH POST CONCRETE @ LOAD BEARING AND @ 24" O.C. MAX. OR WALL W/ (2) MIN. S.M.S. (PER THROUGH ANGLE AND © 24" SECTION 9) EACH SIDE O.C. MAX. �0 � ANGLES AS SHOWN ABOVE !.I I' MAY BE USED TO CONNECT MIN. 3 -1 /2" SLAB 2500 P.S.I. CHAIRRAILS AND PURLINS CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHORTO CONCRETE W/ 1/4" x 2 -1/4" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST SIZE (SEE TABLE) POST AND © 24" O.C. MAX. I I n MIN. 3 -1/2" SLAB 2500 P.S.I. I 1'+ CONCRETE 6 x 6 - 10 x 10 1 WELDED WIRE MESH OR FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 • FAX (904) 767-6556 SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET?. P.E. 1-35 J a , SCREENED ENCLOSURES SECTION 1 CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures; a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 1/8" 445 Sq. Ft, / PAIR OF CABLES ' TOTAL WALL AREA = 10Q% OF FRONT WALL + 50% OF SIDE WALLS EXAMPLE: FRONT WALL AREA @ 100% (8' x 32') = 256 Sq, Ft, SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. FL > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE " 3/32" ONE PER 233 Sq. Ft. OF WALL 1/8" SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904)767 -6556 COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E 1 -3 1 SECTION 1 SCREENED ENCLOSURES • ALUMINUM FRAME SCREEN WALL 1 / CAP BRICK 1/4" x B" RAWL TAPPER . - BRICK KNEEWALL TYPE S THROUGH 1" x 2" ANb MORTAR REQUIRED FOR LOAD en ROWLOCK INTO FIRST NI 1 BEARING BRICK WALL COURSE OF BRICKS NM 2 10 OP ALTERNATE CONNECTION OF el SCREENED ENCLOSURE FOR MB ag in BRICK OR OTHER NON- . — -- — STRUCTURAL KNEE WALL 4" (NOMINAL) PATIO • 1" WIDE x 0.063" THICK STRAP @ CONCRETE SLAB W/ 6 x 6 - \\ • , EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/ (2) #10 x 3/4" S.M.S. OR FIBER MESH CONCRETE STRAP TO POST AND (1) 1/4" x 1 -3/4" TAPCON TO SLAB (1) #5 0 BARS W/ 3" COVER, • OR FOOTING (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2' -0" MIN. (1) #5 BAR CONT. BEFORE SLOPE r (1) #5 BAR CONT. Ille - -= 11:,. • "- 11 =n =11 =.1 =11 =u= • .1= (l= -11— 1== 11 -.1 it - 'N . If li . =11= II-11 =11= 1 -1I— 11 =11-11.11=- 8" 1' -0" • • TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0 -2" / 12" 2" / 12" - 1' -10" > 1' -10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55' -0" THEN A TYPE 11 FOOTING IS REQUIRED. .2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB - FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787.4774 FAX (904) 7874558 *4 SEAL PAGE Q COPYRIGHT 2000 1 -42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. • 6' . ~ SECTION 1 SCREENED ENCLOSURES (5) #10 S.M.S. (MIN.) oQ O O O O O n O 1/8" x 'k1/2" x 8" FLAT BAR 4 • 0.135" PLATE OUT ON 45 ANGLE 1 EYE -BOLT OR TURNBUCKLE FOR / c CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS (a7 CORNER DETAIL 1 MIN. 3 -1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 • WELDED WIRE MESH OR FIBER MESH CONCRETE i \a G G0 • \ \ \Q d e a \� • 4 TYPICAL CABLE CONNECTIONS aA FOUNDATION DETAIL 2 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767 -4774 FAX (904) 767.8556 SEAL PAGE © COPYRIGHT 2000 1-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22946 Address: 2323 BAREFOOT TRACE Permit Type: SWIMMING POOL ATLANTIC BEACH, FL 32233 Class of Work: NEW . Township: Range: Book: Proposed Use: POOUSPA Logs): 59 Block: 2 Section: Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. (Cost: 15,600.00 OWNER INFORMATION Date Istued: 10/30/2001 Name: ARD, RICK AND CINDY Total Fees: 115.00 Address: 2323 BAREFOOT TRACE Amount Paid: 115.00 ATLANTIC BEACH, FL 32233 Date Paid: - 10/30/2001 Phone: (000)000-0000 Work Desc: SWIMMING POOL _ CONTRACTOR(S) . = APPLICATION FEES POOLS BY JOHN CLARKSON 3 r € f ., 115.00 i1 .i '� .,., 2 e �� Y��l � `p� 'it' a � _ � �. -� � � y � e f t v I '4:W� -1 . s : 0 , 0''. .l fi :. • i ; { 0:03'''' ham' ` 6 .+°.s� .,� Ffi. � 'a - . . ° - F f � � "rgr & may,' , k. ar. rg, , ' n ay {c "i r aj , ': �" _ .n�.a�"sc� 5 ."�. �t +. �a.. 'aT � -ye ... �" _ a *.,�...�,. 'e .�L ii. y... . . 4 x�i *-w r s . ei ?six "& r�. a d a la mss" � E p � , I t. , -..-„:::::„....:-..., 0,-;:i..44. „, =,- ,.,_,,, .:, ...;,;.- ', i :*:::::..W.E,7.6tilrAZAIVI:1 V.,if 'v 'v= z ' i i t it -. a F's ` 4 �,0 . Y . -2 c' + .+'af .r-. gl ^'A�f °." ,..:i -.ri r��m a'S. 'e- `Yes x�, ace ....._ - --- 4'01'7* 'v' r - y. "4pp' ""' y ,r- 4'44:44e1-10,4: xvf _ F, x�� . . b�� a 5.. T k..� � � ' ^ jai` � _ �' _ y .atq Y�,F V C+ to 4S k. $ .� ., e �'^6, �.r+ r ' 4 '' `4. s `" ,.F 3l� �., �. t ° ,,; - t.. to i ,c t ` `.�^� . .l x v, ,�q' -t 'u, i 4. . .,. a, �`i` -4 'Fi -V;� ih , ,4 .... { .,,,r'...; - '` t,l-, i �" -> 240,,, ; Y fi� a < .4. - ;gym .1 • .. ,- � �� x - +�." 4. k li '.p ,3 ' o v a ' ' . NOTICE .' t ECG QUES ED AT L T 24 Ut P 'T..f.: NSP TION t , p,F Y = f � 3° , 4 x . t'l. v r c - . • BUILDING MATERIA 1BBISI'# ', R! Y. S�. i F1 < U S T P' ED I P r =LIC SPACE, AND MUST BE CLEARED U .,e 1 Y T C'TQI'� 0 . : . • "FAILURE TO COMPL ' ; �T a : N- ?► _� :� IN THE PROPERTY OWNER P IL NG I ' • ISSUED ACCORDING TO APPRO ' ; '# A T I - ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR* " . .. 4 . _ ' -' 4.' : ' it _ � #115.M 1� ATLANTIC B C BUILDING T. - — — tes ts/38 /st s1 Receipt: 888 11181113221111 04/23/ 98 09:57 FAX 1 904 24 / 6'231 .I,t \ II( li l' awl D UO3 •■,mco 00111.4 400 I.A. UM LANS /I 11313 . fir of Totttxttrurt•titr•rtt 41 1s 0011.1.104•111 ... LAO `Cita fniiant if mq untant: ON rt '4 The undersigned hereby informs all concerned that improvements will be made to certain real property. 0.I. M • and in sccordance with section 713.13 of the Florida Statutes, thil following information Is stated In this 1' r4 1 NOTICE OF COMMENCEMENT LLI a) CZ Description of property /e4 5./ Odgai71 Oni c ,2 al to . . a ..... . Lij . * Z . N 0 • : 0 CU C, 0 • ri General description of Improvements ..(.54 poi 0 0 ga . own., . Zbe and .eindy...Aral Add,...- .s2,..323. .041:-eip.ot. ................ ./ , C 3 Owners Interest In sito the improvement . • Fee Simple Title holder lif other than owner) 1 Name Address c(25( / conuecto, ...,1.01.4ta ea 3. Address fi, • . /1-375 g ASZaCA-• • -ad ' k Surety Of any) --e<scraiile 2 . 2 1 .,., • . . . Address Amount of bond $ Any person making a loan for the construction of the Improvements: • Name Address 1 . Person within the Stet i of Florida designated by owner upon whom notices or other documents may be served: Name Address t In addition to himself. owner designates the following person to receive a. copy of the Lienor's Notice as provided in Section 713.13 (1) (h). Florida Statutes. (Fill In at wne('s option). Name t, • . . - * Address 1 THIS SPACE POIRECOACIER'S USE ONLY . . FA .. . . ... ..... • t te, ■ : i : iT 6 El 1 8 Owner % ! 1 I Page: 2196 Filed 1 Recorded Sworn to and subscribed before ma this 10/30/2001 04:04:28 P11 i JIN FILLER /5 daY of (7 ..,,... rip CLERK CIRCUIT COURT DUVAL COUNTY ‘•40 TRUST FUND $ 1.00 COPY FEE $ 1.00 CERTIFY $ RECORDING $ Notary Public us 110 • • 17 All cr.% ALI. • • CITY OF ATLANTIC BEACH C • . c. APPLICATION FOR POOL PERMIT . a.. ." Job Address 023 3Tre / Lot t 5q 131.o.rak 0 On,/ ao2 Subdivision 06ecuia.i.olic Owner Rick an 'rah, /4/-v/ / • Address 0 , 7 3 0 73 a 7a Y 479a/7 7C Seaej. !Z 30 Contractor J,hn elarksen ? C445 cc, Address /39974 34 , Jez&g 4,7 edk, Re ' • License Number est, 0o 5 4 5 Valuation $ /4 40, Gallons Pi alk 61_ 1- ; SITE PLAN c• • • • tn P. (D • (D APPROVED CITY kJ, A.4TlC BEACH PLAN ' R, ZONING OFFICE OC 0 2001 • • rear - By l • Signature Owner / _d4,11 Date riyAmi „ Army 4 Signature Con trac /yr Agie#11ffigigA D e /40/7/p/ fr • • • , -��;' • CITY O F Altiaotic gate% - wrida 800 SEMINOLE ROAD ---- -- tY,/), '— -- -- - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and /or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST V1. Building Application Form �2. Two complete sets of plans including detailed site plan - Four if commercial Recent survey, including tree survey or letter certifying no trees are on property 4. Owner /Building Affidavit (required when owner acts as contractor) 5. Energy Sheets ✓6. Notice of Commencement TIME REQUIRED FOR PERMITTING, APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 a.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing /sewer /electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover -up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final inspection 7. Drainage Inspection 8. Finish Floor elevation survey /Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of $15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. 4 CITY OF ritioutric Excel - 7 (o tid 000 SEMINOLE ROAD ATLANTIC BEACH. 'FLORIDA 32233 -5443 PROPERTY DESCRIPTION TELEPHONE (904) 24131100 juIJA r FAX(904)247.5101,9 , Lot #53, B1;ee4t # a, Section # O Subdivision: ec4n wa MIP' Street Name L DESCRIPTION OF WORK or Address: 0 cZ.reTeo /,tee If in a FLOOD HAZARD Flood Zone: area complete page 3. Brief Description Sr.w, PAP/ Class of Work: (New/ Remodel /Addition: ZONING INFORMATION Type of Construction: SWirnrni r) Qtl Zoning Proposed . District: Use: Estimated Value $ /5600. tro Exceptions or Variances Materials: COfL j %. Granted: Solid or Filled • . Ground: Roof: Method of Heating: OWNER INFORMATION A �L '! Property Owner: e.�. and f 14 Phone: t> Mailing Address o2 0 23 , &h0/ i Rio f,', - Zea e/1 pc- . 3o?)? _3 Zip: CONTRACTOR INFORMATION Contractor: Bce1.3 by J06 eltrk&, Phone: jr23 0sb Mailing Address: 6917-1 ` a( . Eke'. Jett/CS / L Zip: 7aa . Expiration License Number: -P-- OO' S?5'" Date: /10/`'7aca . 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 CF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION .OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CO"'ECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVID ' AS RE* IRED. Signature .�, � _ /410, Da (ark Owner 5i g f r �,� �� Date t e /0 /Q / _ Contractor Sign, Laet/L1 ...1.4 7 — 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of Tess than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ )" I) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE - BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE . CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF E CI OF ATLANTIC BEACH: de// A • • CAN . .. ATURE DATE • WNERS SI GNATURE DATE APPROVED : • TREE CONSERVATION BOARD CHAIRMAN DATE a '7 '=J 1-3 C/) 7::: H • a tb x t=i O cn C O cn to t : ;U r o ro CIdH - o o "' 0 x • , ` a • "C "J O 'v t7 a a Z cntr7 ��cn k a N.) 7:: H H ;n CJ — z `� � 0< H c )--I ") z o tz7 • 1 In U7 H rC H cn N c ' , • O C 7 cn O N z H In c7 ' r'1 > 0 00 ow 1 ' / a .a CI o tz`s H 1 2 -- 25. ca - -- ▪ CO 0 x O tt 1 ∎�C tt 1 D N• B/ •. ...4 .00 >. z1 a t c7 y x cnroz ' i a o O N 9 t: tr1 0 > :n } :.. 00 yvC]aE I t7 Pc . H > H d Z z z d » o • H = H*C h4 o O r, vs •4 )-c tcr o z y H 0 Z) % v w a �, o O � z H -. 4 O O ( H k' 35.8' t Z 0 4 0. 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KIM' 81 :2.1VQ :1VAOadd`d ZI3NMO osr :AS NA1V2IQ J C m T t o z (ti �NN 0 O t �r 0 (D tll 01 z P cb I?) ? � 'NOSWAV13 NHOf o > p m AS SlOOd AS a3ZI IOHifV SS31Nf1 c l 03119IHO2Id SI id33N00 SIHI N10213 Z' N0113f1211SNO0 ?JO NOI13f14O21d32I 9 VQItlO1d "311IANOS)1WVr -3 -• b atIVA31f108 H2V38 b - L66Ct `C p �NI 'NOS IV12 NHOr A8 SlOOd 1 - 1 30 Al2I3dO2Id 3141 SI 1d30NO3 SIHI 0 :39110N 'Aoyano0V NOd A3A21f1S a3dWviS 03I3112130 0NION3d fD 3DNYH0 cu. 103r9f1S 1d3ONO3 %13H10 AS ONIdVOSQNV1 13 'IDS £69 :V32Id H03a 33 'bS 091 :N1MPY IUNV1 '33 69 21313INIa3d IOOd •01 bZ 6ny '33 'bS :Van/ 1OOd SNOISIAZ2I .9Z X .£L :3ZIS IOOd CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-de,~t~,coab.us Application Number 07-00000329 Date 3/21/07 Property Address 2323 BAREFOOT TRAC Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc re wire 200 amps 240 volt ---------------------------------------------------------------------------- Owner ------------------------ ARD 2323 BAREFOOT TRACE ATLANTIC BEACH FL 32233 Contractor ------------------------ G & G ELECTRIC SERVICE INC P O BOX 9230 WINTER HAVEN FL 33884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/17/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 70.00 70.00 .00 .00 .00 .00 .00 .00 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r5 ~ ~~~Ji'~,'Y",, ~~ ~,, CITY OF ATLANTIC BEACH ,,. V ~~ ` ELECTRICAL PERMIT APPLICATION `..=~ rJF319f' .~ Date: ~ -•- ~' 0 Property Address: /~(~ ~~- ~~~, ~ Owner: /d Telephone #: Contractor: ~ l Telephone #: '" Z~L~ Contractor Address: ~' 2 h';~` f~ ~`, Fay #: ~O L/- Z f ~ -- ~ 5r Contractor Si nature: In consideration of permit given f do g 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 ood ractice listed therein. Building: D New ^ Slld Re-wire Bu' ing Type: ^ Trailer Residence ^ Temp. ^ Commercial ^ Signs ^ Addition ~' Sq. Ft. Service: ^ New ^ Increase ^ Repair if other construction is being done on this building Or site, list the building permit n ber: ~ ®~~0 ~Q ~j Conductor Size: AMPS: COPPER ALUMINUM Switch or Breaker AMPS PH W VOLT RACE WAY Existing Service Size // AMPS ~ l~'~ PH W 1 VOL~°~~ ~~ RACE WAY Meter Number ~ ~ ~~ o Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0100 AII~IP ovER BELL A fiances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS ,,,. AMPS CEILING HEAT KW- AT Motors 0-I H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LJNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904} 247-5845. htta://www.ci.atlantic-beach.fl.us y Revised 1/04 HP Officejet 7410 Personal PrinterlFax/Copier/Scanner Log for Information Systems 904-247-5845 "'~ Mar 21 2007 3:03PM Last Tran~aetion Date Time Type Identification Duration Pa es Result Mar 21 3:02PM Fax Sent 96657372 1:07 2 OK a CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PRONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin,~-dept(a?coab.us Application Number Property Address Application type description Property Zoning.. . Application valuation . ---------------------------- Application desc 1 a/c & 1 ahu install ---------------------------- 07-00000303 Date 3/19/07 2323 BAREFOOT TRAC MECHANICAL ONLY TO BE UPDATED 0 -------------------------------------- -------------------------------------- Owner Contractor ------------------- ----- ------------------- p,RD~ ----- OCEAN STATE HEAT & AIR,INC. 2323 BAREFOOT TRACE 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ------ -------------- ------------------------ Permit ------------- MECHANICAL ------------------- PERMIT Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/15/07 Fee summary ----- Charged ---------- Paid Credited ---------- ---------- -- Due -------- ------------ Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT [S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ ~~ y~+ro~tt\ C~T 1 ~;i_' ~~T~~"11.'4 3 A~ S-J3~ A~~ ~ J.^ - . . z ~? 1~I;~'~~;~+~~ ~~I?I'I' A~'PIII~ATI~I`~T -.... Date: Property Address: eo___ ~_~~ ~/~ ~#t~~~ Trcc-C 2~ 0~'ner: ~~ ~~"_~ Telephone #:. Coatractor l .. S ~ ~. Telephone #:~~~ - f~~ ~_.Contrsctar Address: `~~~j l~4 t ~ ~~ ~, ~11.~.J~l ,~ Fay ~: ~''~Q- C~-~~-,~ I.o caasideradnn of permit given for doing the worl~ as described in the abrne statement, we hereby agree to persorm said work m accordance with the attached plans and specifications whtch are a part hereof and in accordance with the Cits~ of Atlantic Beach ordinances and standards of good ractice listed therein. Type of Heating Fuei: If other cansm~ciion is being done on tl>is building or site, list the building permit number: Electric _ _ ~~ _ _ ^ Gas: LP Natural -Central Uti1iry ~ ~ .. ~~'~~-y ` ^ Oil `-''uJ ^ Uther -Specify NIECHAl'TICAL EQTTII'NIEl''ZT T©BE ]~i5T4LLED 1`IATURE OF ~OItIi Heat _ Space -Recessed ~Entral -Floor ~ R.eside~at Air Conditioning= _ Room f~"entral ~' Duct System: 2vlaterial ~~, ~~_ Thic~ess '~• (o ^ Commercial Nla.,>imum capacity E;pC:~C~ cffi ^ Rei>•iaeration ^ ?Ve~v P~rilai~g j i ^ Coolies Tawer: Canaci*_y ~m ~ i~,isrinRBuiininR ^ Firc Sprinklers: l~iumber of Heads ~lanlift Escalator (Numb°r;i ^ Elevator: ~ Eeaiacement oiE:;isting System __ ~ ^ Gasoline Pumps (?~lumberl ` (Number] ^ Tanks ~ ^ 2vew instalLtion ^ LPG Containers fN~o:ber) (No system Previously installed) ^ UnfxedPressuxeVessel ^ E„zeasion ar ~1dd-on toE:cisting System ^ Bailers ^ Gas Piping _ ... - ----- e--~ r =-~-- ~,c~------- -------- ^ Other-Specify LIST AI,L EQ-O~lY1ENT :~ CONDITIONING,IZETRIGI;RA'TION EQUIPNIiaNT & CONDEN50R's Approving Plumber Units Description Iviodel rt Ntanufacturer Ton's Agency _. C_rS+nC:I t.~-~;-{--._ a,~f~3o-~ _ _. _1-rcLr,~:- ~-:~j ~,~I,,._ EE~1.TItYG - FITRNr~LT~S, BOII:.~IRS, IfIILCPLr~C1JS 3c r1IR EicsT`(DLE~'S Approving A(umber Units Description Nfodel R Ivlanuihcturer L'7`U's Agency T~`fI~.S 1`lominal rapacity T_ypeLiquid serial - ~pprp_vng How ivlanv u Dimensions Contained ivfanu~acturer ~ ~*(o. Aeencv 300 Seminole Road • Atlantic i3each, 1''lorida 32?33-5445 Phone: (904) 34-5400 • Fas: (904) .4=;-5345 • hi-tp:.//~www.ci.atiantic-beach_fT.us