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2377-2379 Seminole Rd (vault) PERMIT WORKSHEET Certificate of Occupancy U Job Address: Type Work: Z3-7 7- Z3-79 t I^►o�� I�. Property Owner: Phone # �i�A�A LL J E , c�+3r`R-i Zy 1 -'Y`i ZZ- Contractor: r Phone # �> �Act r ��-►y:moi i�.c c� 2 LI Permit#: Date Issued: 5- s-03 Building Inspections: aU�Vk Footing i l-C.3 &-,r�,-Slab '7 1c) c,3 � �l -vim ZZ Tie Beam Lintel $ g Nailing / Sheathing Framing / Cover Up .q ,cy Insulation 1-/ cy Final Building 1 10 Tree Permit# 23 IES NO Electrical Permit# 03 - Z S� Date/ Copy to v3 - ZS C--E3 i JEA Temp, Pole Permit# Date/Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric q.CT, Released to JEA Frc sprmkicrs Temp. Power 0y Released to JEA 02''10�11P. - a KO9'7 Temp. Pole P Released to JEA i 1 3-Cz3 Final t 2 5105 Released to JEA ii-o3 03 -a-31 '-) 9 Mechanical Permit# aD I ,;�5(A 8 Inspections: Rough I I -q.0q .Final E=o ;; O � _Y '1 ?-Z579 Plumbing Permit# C` Inspections: Rough / Underslab - =3 Goth Topout 1- Water/Sewer Final 1fl Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final Fire Inspection: Failed Ir vec+ions: 5 E Q3 Date Paid: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/11/05 Parcel Number . . . . . 168908-8510- - Property Address . . . 2377 SEMINOLE RD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . VAN CLEVE, ROBERT Contractor . . . . . . CLADDAGH CONSTRUCTORS, INC. 904 241-1012 Application number 03-00025680 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/11/05 Parcel Number . . . . . 168908-8510- - Property Address . . . 2379 SEMINOLE RD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . VAN CLEVE, ROBERT Contractor . . . . . . CLADDAGH CONSTRUCTORS, INC. 904 241-1012 Application number 03-00025681 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . C Building Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �-2_Li IQ 5 Contractor Name: (�,Ic�(,� Q lJ►-�s 'U( 3 Permit#: d '�6--a5tp R0 Property Address: 2-�J��] 5Et7-) i tJOLS {�-�- Legal Description: �. l S�rl 00 Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial [21, Other: _DVPUC 4- Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. — -- — Public Works Public Utilities Planning Dept. Building Dept. �- _ 2 c -0 Final Survey with FFE V/ Yes ❑ No All Re-Inspect Fees Paid Q Yes ❑ No Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I Z�L O5 Contractor Name: OULW-a 0,on6+rxchorS Permit #: - '2-- g l Property Address: .2-3 �( 'S Err) Legal Description: IQr� Ssa_o& Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial Other: Lowest Floor Elevation: I , Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. _ — Public Works Public Utilities Planning Dept. Building Dept. � S 2 , Oil Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Ll' Yes ❑ No 1RVEY OF ED IN SENT PUBLIC RIDA IE I I I I LOT 9 I LOT 8 I 1 I I WALL RECEIVED CITY OF ATLANTIC BEACH BUILDING � 7nrnni(; MAY 2 3 20M ° d d ° O ° d (Z) t d J. df a 2'x2' BY: d COLUMN d e r^ A ° W d d ° 4 °d H d 4 d ° d ° ° d a ° O e ° aEXIST. PO NCRETE DRIVEWAY 2'x2' d ° COLUMN d ° d ° d ° ° e d 0.7 WALL FND. 1/2" 1.P. - - - - — (LB #3857) FEBURARY Z 2005: FINAL (02-1292-3) BRB UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAW PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. NOTES DATE 06-13-02 1. Bearings are based on the CENTERLINE PCPS (NO072'03"W) LEGEND SCALE 1 =20 2. This is a MAP SHOWING BOUNDARY SURVEY DENOTES CONCRETE MONUMENT 3. Elevations shown thus (15.0) refer to U.S. Coastal and Geodetic Survey Datum, National JOB NO. 2002-1292 Geodetic Vertical Datum of 1929, (N.G.V.D. of 1929). x-x DEN07ES FENCE 0 DENOTES 1/2"MON PIPE SET F.B. 4. By Graphic plotting only, the property shown hereon lies within Zone: 'X' WTH CAP, R. MILLER&ASSOC. page as shown an the Federal Emergency Management Agency(F.EMA.), National Flood insurance 0 DENOTES IRON PIP-FOUND Com File 02-7292.dwo Program, Flood Insurance Rate Map (F.I.R.M.) Community-Panel Number 120075-000ID (AS NOTED) P Map Revisied date : 04/17/89 x DENOTES CROSS WT Drawn by B.R.B. 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. RICHARD A. MILLER & ASSOCIATES 6. There may be Restrictions or Easements of Record evidenced by title examination that PROFESSIONAL LAND SURVEYORS have not been shown hereon. 6701 BEACH BLVD., SU17F 000 Fax (904) 721-5756 ABBREVIAPONS THAT MAY BE USED IN THIS SURVEY JACKSONVILLE, FLORIDA 32216 Tele. (904) 721-1226 ABBREVIATION DEFIN177ON ABBREVIATION DEFINI77ON P.C.P. Permanent Control Point L.B. Licensed Business TRW 6 m C=TIFY"U7 YEW SURVEY a A TRUE RM-JM JTA77ON OF AN ACTUAL P.R.M. Permanent Reference Monument R.L.S. Registered Land Survevor F=D SURVZY,MADE URDER JnSUPRRVEMN AND IN ACCORDANCE VM TBE P.O.B. Point of Beginning J.E.A. Jacksonville Electric Authority l Tartme IMANDARt ,AS OV711N D AND SET FORM BY 77M FLORMA P.C. Point of Curvature EQUIP Equipment BDARD Ol PRO RAL IdND SUR9EYORS Alm AIAPPALS!N CRAPTE7!e1G17-e.C, P.T. Point of Tangency A/C Alf Conditioner (1-1)72lXN-aa).FLORIDA ADJMW72ATM CODr PURSUANT 70 P.R.C. Point of Reverse Curvature T.V. Coble Television SAcnON A72am RIDE STA7fRSA P.1. Point of Intersection OHL Overhead Lines R/W Right of Way (F.M,) Field Measured O.R.V. Officio/ Records Volume R= Radius equals D.B. Deed Book u= Arc Lenth equals Pg. poke Ch.= Chord Bearing d:Distance eauals BY B.R.L. Building Restriction Line �= Delta or Central Anale equois RICHARD A. )ELLER, STATE OF FLORIDA, REGISTERED Esmt Easement I.P. Iron Pipe LAND SL,RVEYOR CERTIFICATE No. 3848 Conc. Concrete UAP IS1H0 WING BOUNDARY Sl- LOT 1, SAND DOLLARS, AS RECORD PLAT BOOK 47, PAGE 49 OF THE CUR] RECORDS OF D UVAL COUNTY, FLO CERTIFIED TO: SARAH & DR. ROBERT VonCLE' REVISED PLAT OF OCEAN BREEZE PLAT BOOK 46, PAGES 51 & 51A I I I I LOT 11 LOT 10 � I I p I I N89055'59"E 194.13' U1.4'x1.4' Q COLUMN `r `r a v W ^ 3'x10' A/C ^ 17.0' ^ 37x10' A/C co � 25.8' 32.0' 32.0' W a J O � WOOWDP A Zwi co 3 #23791\16' COVERED #2377 �W O THREE STORY WOOD WALK THREE STORY 8.0' o BLOCK & VINYL BLOCK & VINYL RESIDENCE o o RESIDENCE ° U=c F.F.E.=(11.71) p� p F.F.E.=(11.71)cl� v= O W O� °Oct V'a O U a Q (o 42 ,: 3 h ° 40 wO 2'x2' Y N N Y COLUMN e QU 3 GARAGE GARAGE 3 c O .8. F.F.E. F.F.E=(11.27)O 17.0' .0' 24 0' 4 25 ° Op 2x2 to COLUMN STONE DRI VE WAY v1 O z 1.4'x1.4' COLUMN C) 0.16' 0.63 1.a'x1'N S89055'26"W 193.97' Z al COLUMN NI CONC. PVM'T. U la ATLANTIC TOWERS CONDOMINIUM O.R.V. 6499, PAGE 1238 i i SEC. 37, T-2-S, R-29-E O.R.V. 6499, PAGE 1238 IRVE7Y OFY �D IN 'ENT PUBLIC HIDA 'E I I I I e LOT 9 I LOT 8 i I I I WALL RECEIVE0 CITY OF ATLANTIC BEACH � 7.'rNl nil_. MAY 2 3 2005 O ° L - d (Z� i A v I A o-' 2'x2' B i d ° COLUMN ° A W d < e A d.a s d ' F ° ° a n d o a EX/ST. !'ONCRETE DRIVEWAY ° 2'x2' O ° n ° COLUMN � a d °1 G I 0.7" WALL_ - - FND. 1/2" I.P. (LB Iy3857) FEBURARY 3, 2005; FINAL (02-1292-3)BRB UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAW PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY, AND IS NOT VALID. NOTES DATE 06-13-02 1. Bearings are based on the CENTERLINE PCP'S (N00'72'03"W) LEGEND SCALE 1'�=20� 2. This is a MAP SHOWING BOUNDARY SURVEY DENOTES CONCRfT_MONUMENT J. Elevations shown thus (15.0) refer to U.S. Coastal and Geodetic Survey Datum, National Ej x-x DENOTES FENCE JOB No. 2002-1292 Geodetic Vertical Datum of 1929, IN.G.V.D. of 7929). Q DEN07FS EN MON vlvE SET FB. 4. By Graphic plotting only, the property shown hereon lies within Zone: -X" N17H CAP, R. IRON P ASSOC. F.B. as shown on the Federal Emergency Management Agency(F.E.M.A), Nation a/Flood insurance 0 DEN07ES IRON PIP_FOUNDpage Program, Flood Insurance Rote Map (F.LR.M.) Community-Panel Number 120075-000ID (AS NOTED) Comp. File 02-7292.dw0 Map Revisied date : 04/17/89 X DENOTES CROSS CU" Drown by B.R.B. 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands by State or Governmental Agencies, has not been determined and any liability resulting therefrom is not the responsibility of the undersigned. RICHARD A. MILLER & ASSOCIATES 6. There may be Restrictions or Easements of Record evidenced by title examination that PROFESSIONAL LAND SURVEYORS hove not been shown hereon. 6707 BEACH BLVD., SUITE f2OO Fax (904) 721-5758 ABBREWA77ONS THAT MAY BE USED IN THIS SURVEY JACKSONVILLE, FLORIDA 32216 Teie. (904) 727-7226 ABBREN477ON DEFIN177ON ABBREwA77ON DEFINITION P.C.P. Permanent Control Point L.B. Licensed Business Tri a 7a C3VMr•THAT T�SURVEY s A TRUE REPR6SNTAT70N or AN AC7t AL P.R.M. Permanent Reference Monument R.L.S. Registered Land Survevor 700.0 S7rRVL7:YADd UNDEP.YN'SUPlRVa1DN AND D:ACCORDANCE Irfll7 TSI P.O.B. Point of Beginning J.E.A. Jacksonville Electric Authority LmrD/UY rErNwcAA7Z.SIAw17ARLE.AS OLMOW AND Sn YV"W BY TML•IlORIDA P•C Point of Curvature EOUIP Equipment BDARD or PRorRIDNAL LAN9 SURVEYDRS AND YAPPER£D1 CNAPIM?61017-ea. P.T. Point of Tangency A/C AC Conditioner (r°r Ir CRAP/EN PM7 do,1 710EIDA ADYD�TRATM CODE; PURSUANT 70 P.R.C. Point of Reverse Curvature C.A.T.V. Coble Television SZCM);4TL027.MDRIDA 37An= P. Point of Intersection OHL Overhead Lines RIW Richt of Way (F.M.) Field Measured l O.R.V. Official Records Volume R= Radius equals / I D.B. Deed Book L= Arc Centh a eaus Pg. page Ch.= Cnorc Beorino & Distance eouWs B?: �'� . B.R.C. Building Restriction Line .�= Delte o- Cenirol Anore eouots RIC-AFL) r kr1- p, gtAT�. OF FLORIDL REGISTERED Esmt Easement i: . Con Pioe i,nncL'onrrer� LAhP SLRl7YOR CERTIFICATE Fc- 384E . IAP SHOWING BOUNDARY S LO T 1, SAND DOLLARS, AS RECOR PLAT BOOK 47, PAGE 49 OF THE CUR RECORDS OF D UVAL COUNTY, FLd l CERTIFIED TO: SARAH & DR. ROBERT VOnUt k' REVISED PLAT OF OCEAN BREEZE I I PLAT BOOK 46, PAGES 51 & 51A I I LOT 11 I LOT 10 � I I � I _ I N89055'59"E 194.13' U 7.4'x1.4' COLUMN ^ n v v m3'x70' A/C 17.0' ^ 3'x1 Lu 0'A/C .� 25.8' 32.0' 32.0' J O WWOODATIO Zui c 3 #2379 #2377 6' COVERED L i� THREE STORY WOOD WALK THREE STORY 8.0' o BLOCK & VINYL BLOCK do VINYL q L6 Z� RESIDENCE o o RESIDENCE ° Qi --i _< F.F.E.=(11.71) pOi F.F.E.=(11.71) a O Ua O cod O2'x2W, , N d0 COLUMN �lu a e U 3 GARAGE GARAGE v 3 FFE (11.78) F.FE.=(11.27) FC) oc 25 8 24.D' 17.0' 24.0' 44 O e ° Op 2 z2' � O COLUMN S T O N E D R 1 1 W,A Y. . (p O Z 1.4'x1.4' i COLUMN 0.76' z 0.63, coiuMN S89055'26"W 193.97' NI CONC. PVM'T. U _ d ATLANTIC TOWERS CONDOMINIUM O.R.V. 6499, PAGE 1238 I SEC. 37, T-2-S, R-29-E O.R.V. 6499, PAGE 1238 I Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, January 25, 2005 2:56 PM To: Schlueter, Jennifer Cc: Walker, Chris; Ford, Don Subject: RE: CO Request Jenny, we did the inspection at 2377-2379, and they need to install the RT1 sewer cleanout boxes and bring them to grade before we can approve CO. Chris spoke to the builder, he will check tomorrow to see if it's been done. Thanks, Donna From: Schlueter,Jennifer Sent: Tuesday,January 25,2005 8:28 AM To: Kaluzniak, Donna; Carper, Rick Subject: CO Request Good Morning, Not sure who to send this to since Susan is over here but Matt Fennell has requested his final inspections today for his CO's at 2377-2379 Seminole Road, Claddagh Constructors, 813-1728, Owner is Robert Van Cleve, Don Ford is doing the inspections today. Thanks, Jenny 1 Schlueter, Jennifer From: Kaluzniak, Donna Sent: Thursday, February 24, 2005 4:38 PM To: Schlueter, Jennifer Cc: Walker, Chris Subject: RE: Final for CO Jenny, we gave him the OK here. He needs a sewer cleanout, but we did not have it in our permit comments, so will not hold up his CO. In fairness, we should do the same for the properties we were holding on W. 14th, and on Seminole. We will be more careful on our permit comments in the future-- I just thought it was standard practice to put a cleanout at the property line when building a home. -Donna From: Schlueter,Jennifer Sent: Wednesday, February 23, 2005 4:48 PM To: Kaluzniak, Donna; Carper, Rick Cc: Deming,James; Nodine, Phil Subject: Final for CO Hello, Scott Barnette, contractor, called in for his final/drainage inspections for the CO at 1065 Ocean Blvd, Permit#04-28447, his phone number is 591-2450. Thanks, Jenny i Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, January 25, 2005 2:56 PM To: Schlueter, Jennifer Cc: Walker, Chris; Ford, Don Subject: RE: CO Request Jenny, we did the inspection at 2377-2379, and they need to install the RT1 sewer cleanout boxes and bring them to grade before we can approve CO. Chris spoke to the builder, he will check tomorrow to see if it's been done. Thanks, Donna From: Schlueter,Jennifer Sent: Tuesday,January 25, 2005 8:28 AM To: Kaluzniak, Donna; Carper, Rick Subject: CO Request Good Morning, Not sure who to send this to since Susan is over here but Matt Fennell has requested his final inspections today for his CO's at 2377-2379 Seminole Road, Claddagh Constructors, 813-1728, Owner is Robert Van Cleve, Don Ford is doing the inspections today. Thanks, Jenny 1 j 9] C, �S CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 03-00025681 Date 5/05/03 Property Address . . . . . . 2379 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194 RADON, 2711 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor - ------------------------ ---------- ------------- VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ----------------------------------------- ---------- ------------------ Permit BUILDING PERMIT Additional desc . . Permit Fee . . . 795 . 00 Plan Check Fee 397 . 50 Issue Date . . . . Valuation . . . . 200000 ------------------ -------------- ------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 54 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 12 . 19 AB CONSTRUCTION SURCHARGE 1 . 35 STATE RADON SURCHARGE 10 .42 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 530 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- --- ------- ---------- ---------- ---------- Permit Fee Total 795 . 00 795 . 00 . 00 . 00 Plan Check Total 397 . 50 397 . 50 . 00 . 00 Other Fee Total 2689 . 50 2689 . 50 . 00 . 00 Grand Total 3882 . 00 3882 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address3 % AJ,0 TOLA>r)ki00 Sr Date2_- Heated Square Footage @ $ per sq ft = $ Garage/Shed S� @L) per sq ft = $ Carport/Porch qli"1I9 per sq ft = $ Deck " @P' $_per per sq ft = $ l -Patio v S @ $ per sq ft = $ TOTAL VALUATION: $ 0/006 2 c Z/60 60 $ q60 0 Total Valuation 1st $ 16 0 e3oD / r) o-0 $ (7D 0-3 Remainirig Valueper thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 10 ( 1 ) Fireplaces @ $15 . 00 $ /5.00 BUILDING PERMIT FEE $ z WATER IMPACT FEE $ '5^3 0 SEWER IMPACT FEE $ / 2 S-0 WATER METER/TAP $ CAPITAL IMPROVEMENT $ � 5 SEWER TAP $ C7 RADON (HRS) .0050 $ j,of SECTION H PAVING 110 HYDRAULIC SHARES $ c7 CROSS CONNECTION S 3S (;�F// ) SURCHARGE . 0050 OTHER GRAND TOTAL DUE S 63 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: WATER IMPACT FEE WORK SHEET ADDRESS: 3 `7 Sr e I/ IV D i= ✓`�Q �".0 t-f e c;S r DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 1 Bathroom group consisting of water closet, lavatory, bidet, and bathtub or shower 6 _ J Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain A 1/2 1 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 ��- Laundry tray (1 or 2 compartments) 2 1 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTALS S C CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION_ LOCATION INFORMATION Permit Number: 24688 Address: 2379 SEMINOLE ROAD Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: B Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: _ Improv. Cost: 200,000.00 OWNER INFORMATION Date Issued: 8/22/2002 Name: VAN CLEVE Total Fees: 3,844.53 , d&esrb._ 2375 SEMINOLE ROAD Amount Paid: 3,844.53 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/22/2002 P vn r -(9 4)64 -2333 Work Desc: CONSTRUC OUNHO E S 191,. CHG'2711 _ CONTRACTS AATION FEES CLADDAGH CONSTRUC, QRS, IN PERMIT T' 1,155.00 m WATER IMPACT FE 530.00 � SEWER IMPACT FEE 1,250.00 I WATER METER 525.00 � RADON GAS-H.R.S. 10.42 I~2ADON CAB 5% 0.55 � ' CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 Pop CONST.SURCHARGE 12.20 SCHARGE/ATL.BCH. 1.36 NOTICE- I PECTIONS MUST BE REQUESTED AT LEAST 24 HOURS_PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NoT BE PLACED_INPUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED-AWAYBY.,EITHER CONTRAGTt OR OWNER "FAILURE TO COMPLY WITH THE ONS 'RU TION LIEN LAW CA RESULT IN THE PROPERTY OWNER PAYING iWmOb L €N .IA PggC NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i ATLANTIC BEACH BUILDING DEPT. City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION �'�" \hn DATEAPPLICAN!�L� L�� l Deqe- ADDRESS -�St Q la. J" PHONE: ADDRESS WHERE WORK IS TO BE PERFORMED 3 -7 ,5- �n6e, LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ZONING DISTRICT CONTRACTOR I`� f�t FQ C 111 Q`1 STATE LICENSE NUMBER ADDRESS 4422 D S . �:T. - — PHONE . 4 ` ` (0 j ju CITY N E tre, a TATE ZIP -_2, Q FAX a4 DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION G O Is this an addition? If yes,what are the dimensions of the added space: feet by — feet F L � Will the added area be heated and cooled? G New electrical or increase in service? / 1— y New plumbing fixtures? New fireplace? _New heating/air conditioning? `I 1.- Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1.4 Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction,plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 SePticgl �L 32233 Telephone: (904)247-5826 Olt trT's F0. ir 01/02/02 1 ..,.. T In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. ✓1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. v'4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. nil PSIGNATURE OF OWNER Q VIQ_ DATE VA (),e) O)QO I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR C/ i/ —DATET d Z ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME c' ,ZY`f 't MAILING ADDRESS J ZW`( 'e p R I-I��CI��I 1 C PSC X1 PHONE qyZ� FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS v r a� DAY OF o"Ci STATE OF FLORIDA,COUNTY OF DUVAL 4 ,. GEORGIA a� NOTARY'S SIGNATURE 41 MY COMMISSION#DD 030526 EXPIRES:June 3,2005 Bonded Thnr.Natary Pubic Untldrwr"M AS TPersonally known [3—Produced[3—Produced identification Type of identification produced AS TO CONTRACTOR: ersona Produced identification GEORGIA A.HORN Type of identification produced . _ MY COMMISSION#DO 030526 EXPIRES:June 3,2005 01/02/02 �%t'1 ' Bonded Thru Notary Pubic tMd"dlars CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 A TELEPHONE:(904)247-5800 y+ FAX:(904)247-5805 SUNCOM:852-5800 �.4 http://ci.atlantic-beach.fl.us r July 09, 2002 Matt Fennell Claddaugh Construction, Inc. 223-D South Street Neptune Beach, Florida 32233 Re: Revised plans for 2375 Seminole Road (Van Cleve Duplex) Dear Mr. Fennell: Enclosed are comments generated by the review of revised construction plans for the Van Cleve's project. My earlier comments have been addressed, and as we discussed, it is acceptable to red-line the required setback change on the north side property line, which is seven and one-half feet(7.5) feet rather than five(5) feet. The Public Works Department has advised, however, that their three comments from the previous submittal have not been addressed. I would suggest that you contact Bob Kosoy (247-5833) at your earliest convenience so as not to delay issuance of permits. If I may be of assistance,please feel free to call me at 247-5817 Sincerely, ""0/ "- Sonya B. oerr, AICP Community Development Director t Enclosures C 44L6 elk- APPLICATION tkAPPLICATION REVIEW City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 / Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us J� Provr AlZzO Application Number: #204 (Re-submittal) Date Routed: Tuesday, May 21,2002 A0 Project Name: Van Cleve Duplex 2375 Seminole Road ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Duplex Departments Routed: ® Building ` ® Planning and Zoning Cu�fv�rs ® Public Works by nq ® Utility lleclwl ❑ Other Lat-LW s Ar- Date Review Comments Due: Tuesday, May 28, 2002 Additional Information: Please enter any comments in the appropriate department folder. I do not believe this was routed to PW or Utility earlier as there were zoning issues that first had to be addressed. The plans will be modified to connect the two cottages by a heated and cooled entryway. RFSIDBNTIAL CHECKLIST (Continued) VI. Typical Wall Section: 1. Is finished grade shown? Yes No N/A 2. Is minimum floor elevation shown? Yes No N/A A. Minimum e" above adjacent grade? Yes N/A B. Minimum__14.+abgve crown of road or drainage plan submitted? Yes N/A C. Flood protection elevation? Yes N/A Base flood elevation? Yes N/A 3. Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 CA y('rJIGT 51Ye No N/A 4 . Are all footing sizes shown? 51 les No N/A 5. Are all horizontal reinforcements shown? ea NO N/A A. Number and size of reinforcement? s N/A B. Minimum lap? 'N N/A 6 . Is vertical reinforcement shown? ee N N/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes N/A 8 . Masonry construction. A. Is exterior wall finish shown? a No N/A B. Is interior furring shown? No N/A C. Is exterior wall insulation shown? _'s (1&;D N/A D. Is interior wall finish shown? es o N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? No N/A 8. Is exterior sheathing (type and thickness) shown? a No N/A C. Are nailing requirisn J[aize d spacing) shown? [FBC Table 2306.1110MGi[+CQ*AYes ® N/A D. Is exterior wall finish showi7 e No N/A E. Is interior wall finish shown? No N/A F. Is wall insulation shown? es No N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.51 Yes No 'N/ H. Are shear wall segments ahown7 Ya 60 N/A A. Type of hold-downs shown? No N/A 10. Are ceiling heights shown? [FBC 1203 .2) a No N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? No N/A 12. Is ceiling type shown, drywall thickness? e � N/A 13. Are insulation baffles shown? Yes No N/A 14. Roof Framing A. Are engineered trusses shown? Yes No N/A B. Are conventional frame rafters used? -Te Yee No N/A 1. Rafter size shown? 4yes No N/A 2. Species of lumber shown? No N/A 3. Grade of lumber shown? No N/A C. Type of roof sheeting shown? Fe No N/A 1. Thickness of roof sheeting shown? N N/A 2. Grade of roof sheeting shown? o N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.11 s No N/A D. Weight of Dry-In felt shown? No NIA E. Type of roof cover shown? a No NIA 1. Attachment asphalt/fiberglass shingles shown? (FBC 1507.3 .71 Ye No N/A 2. Attachment of tile roof shown? [FSC 1507.4 .51 Yes No 3. Other roof covering and attachpents shown? Yes No F. Length of roof overhead— shown? m L( ee No N/A G. Type of soffit an ascia sh wA? � tT es No N/A H. Attic ventilation shown? YJA aALM � N/A I. Location, type and thickness of flal4hing shown? [FBC 1503 .2.1 and FEC 1507. 3.9) Yes '/A J. Type and gauge of save metal shown? Yes No 15. Ie anchorage of veneer shown? (FBC 1403) Yes No N/A 3 #204 Van Cleve (2375 Seminole Road) Planning and Zoning (904) 247-5817 Plans r viewed by Sonya Doerr OLPlans to be revised and resubmitted to connect the two cottages. 2 � . Two-family dwelling complies with the RG-2 Zoning and Medium Density Comprehensive Plan designation. D3L S' ack will be 7.5 feet on north side for two-family dwelling; only 5 feet shown. �?� - �-7 7%-(52-fiJA_ �-A;�t' n arc.&--^— s t3z Public Works Department (904) 247-5833 COMMENTS: 1. Provide stormwater impervious calculations. 2. Provide access to property. 3. Provide proposed grading plan at l' contours by a Florida Licensed Land Surveyor. Utility Department (904) 247-5834 1. Water& Sewer is available. 2. Reduced pressure zone backflow preventer required if irrigation system installed or if fire suppression system installed. e CITY OFATLANTIC BEACH 800 SEMINOLE ROAD � . ATLANTIC BEACH,FLORIDA 32233-5445 S 1 TELEPHONE:(904)247-5800 r' 247-5805 S NCOM)852-5800 http://ci.adantic-beach.fl.us F " d2--------- a w-4--------------------- Ta.Z-1 -JX2244,�---Hwivo.-L—��ZJ12 - c?, --CQ--------------------------------- --------------- (? J., n 1:&n\C--( �-�A (2- kl,)q l APPLICATION REVIEW City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us Application Number: #204 (Re-submittal) Date Routed: Tuesday,May 21,2002 Project Name: Van Cleve Duplex 2375 Seminole Road ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Duplex Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Tuesday, May 28,2002 141A i E 2 AAJV1 Sf4/£� 15 ALbq�lf Z?AP 6-ZS-02 Additional Information: Please enter any comments in the appropriate department folder. I do not believe this was routed to PW or Utility earlier as there were zoning issues that first had to be addressed. The plans will be modified to connect the two cottages by a heated and cooled entryway. 1 City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION ` I DATE APPLICANT �-V ADDRESS 7�` 1X��.�J1�tiol� PHONE: — ADDRESS WHERE WORK IS TO BE PERFORMED 3 -7 �,n6*, LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ZONING DISTRICT CONTRACTOR �A STATE LICENSE NUMBER ADDRESS 4a22 . c�� PHONE Q 41 I CITY �E e nC 8 QaL6TATE �P— ,_ ZIP --7,�), FAX Vit{ a.'—C( �H 1 DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION G O Is this an addition? 0 If yes,what are the dimensions of the added space: - feet by feet F f— r' Will the added area be heated and cooled? E J New electrical or increase in service? / New plumbing fixtures? i New fireplace?Y E5 New heating/air conditioning? "1 Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 14 Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction_plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Se lrigr] eaL 32233 Telephone: (904)247-5826 01/02/02 ...�v In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. ✓1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. til 4. If required by the Department of Public Works, a pre-construction topographical survey. S. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER �QJ1(� Q DATE rC OC� p�QQ o� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE LdZ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME t MAILING ADDRESS J ZQ I'jJY 'e [�[ 1 C,an G4&I PHONE ,�q � — '� ( , FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS v ( a� DAY OF STATE OF FLORIDA,COUNTY OF DUVAL ••fin: GEORGIAAHORN NOTARY'S SIGNATURE a MY COMMISSION#DO 030526 '= EXPIRES:June 3,2005 Bonded 7hmNotm Pt6k UndwWrit e AST Personally known ro uce i entification Type of identification produced AS TO CONTRACTOR: ersona Produced identification ""•• ' QEORWA.HORN Type of identification produced _ MY COMMISSION#DD 030526 EXPIRES.June 3,2005 01/02/02 Pf Barred Thru NoWn Pusac Undwwdt s CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 ' .� FAX:(904)247-5805 SUNCOM:852-5800 .z http://ci.atlantic-beach.fl.us J �* July 09, 2002 Matt Fennell Claddaugh Construction, Inc. 223-D South Street Neptune Beach, Florida 32233 Re: Revised plans for 2375 Seminole Road (Van Cleve Duplex) Dear Mr. Fennell: Enclosed are comments generated by the review of revised construction plans for the Van Cleve's project. My earlier comments have been addressed, and as we discussed, it is acceptable to red-line the required setback change on the north side property line, which is seven and one-half feet(7.5) feet rather than five(5) feet. The Public Works Department has advised, however, that their three comments from the previous submittal have not been addressed. I would suggest that you contact Bob Kosoy (247-5833) at your earliest convenience so as not to delay issuance of permits. If I may be of assistance,please feel free to call me at 247-5817 Sincerely, .1�eH.v'vC.. , Sonya B. oerr, AICP Community Development Director ) t Enclosures APPLICATION REVIEW City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us Application Number: #204 (Re-submittal) Date Routed: Tuesday, May 21, 2002 Project Name: Van Cleve Duplex 2375 Seminole Road ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Duplex Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Tuesday, May 28, 2002 Additional Information: Please enter any comments in the appropriate department folder. I do not believe this was routed to PW or Utility earlier as there were zoning issues that first had to be addressed. The plans will be modified to connect the two cottages by a heated and cooled entryway. V J City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904) 247-5805• http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX CONSTRUCTION j DATE APPLICANT 1 De've— ADDRESSQ,3 7 �.` f'VA PHONE: -- _ 1 ADDRESS WHERE WORK IS TO BE PERFORMED—6a 3 7 ,5- 'Yn6E, LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT —' CONTRACTOR �e.t'l h l I STATE LICENSE NUMBER ADDREAS�Sa22 1 __S , �T, PHONE CITY (V�. Y1°L eta( TATE T_ ZIP -7 6 FAX @4 a,--C( aq 1 Z Z. 3 ,b S DESCRIBE PROPOSED USE AND WORK TO BE DONE l PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Ci C) Is this an addition? �0 If yes,what are the dimensions of the added space: feet by feet F Will the added area be heated and cooled? E New electrical or increase in service? New plumbing fixtures? New fireplace?Y _� New heating/air conditioning? "L S Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1.4 Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Sep�T ti gh 32233 Telephone: (904)247-5826 L&I 01/02/02 FEE 2 '`T) City of Atlantic Beach G71iii --, and 7vnlna In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work ► being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. ✓1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. ✓4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. nA SIGNATURE OF OWNER T LhA 1� DATE Cep �00 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE //dZ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME (� p.} MAILING ADDRESS cJ c� V_ R� I-J 11�h 1 G Q PHONE_ " � a a� FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS v l DAY OF STATE OF FLORIDA,COUNTY OF DUVAL s <rGEORGIAA HORN NOTARY'S SIGNATURE 4v" ;a - U �r i. MY COMMISSION#DD 030526 �•. a EXPIRES:June 3,2005 "'d:'• Bonded Tbnr Notary Public Underwdtors AS T Personally known ro duce d i entification Type of identification produced AS TO CONTRACTOR: ersona Produced identification ,Naar s s'm irk,. GEORM A,HORN Type of identification produced .; MY COMMISSION#DD 030526 EXPIRES:June 3,2005 01/02/02 P,f, Bonded Thru Notary Public Underwriters General Comments of Plan Review Submittal #204: Abstract: Submittal #204 is incomplete: Construction Plans to the Building Department is incomplete according to standards given. Permit Application: DESCRIBE PROPOSED USE AND WORK TO BE DONE: Description is too simple and a more detail description on proposed project is required. PROCEDURE: #2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. Existing structure(s) and uses on the property were not identified. #6. Impervious Surface area calculations. There were no such calculation on the submittal. ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION: NAME: No name was given as the contact person for correspondence. SELECTIVE IMPORTANT HIGHLIGHTS ON RESIDENTIAL CHECKLIST ITEMS: II. Site Plan: 2. No north arrow shown 3. Width and length of site plan do not match survey dimensions III. Structure Code Compliance: 2. Wind load indicates 100mph zone. Should be 110 mph zone 7. Fire Resistance Ratings for structural elements need to be adjusted. Plan shows rated construction on ground level, however, finish floor elevation 19'-4 3/4" is not a rated assembly. Same rating shall be applied IV. Energy Code Information: 1. No energy code calculations There are no MEP drawings submitted on set. Insufficient information on Drawings throughout... RRSTDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage plan match square,f otage shown on Application? S{. Yea N/A If "No", measure all Areas under roof exterior wall to exterior wall and'adjuet square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2. Are all room dimensions shown? „ery 010' � rt� N�� N/A 3 . Are all door and window sizes shown? 3 ttY' b r Yes F�1 NIA_ 4. Are all emergency egress openings shown? ✓Y� D�•OUt Yee No 5, Is required temp r, d. glaa Shown at all hrzard us location}}? [FRC 2405.21 , ( f ocA.a �* L �l R/3 �� Yes 6. Are all vertical reinforcements shown? No N 7. Are all shear wall segments shown? Yee �N/A S. Are all hold-downs and hurricane anchorages shown? . Yt� No N 9. Is required attic access shown? No /A 10. Are all plumbing fixtures shown? Ye No A. Is water heater size shown? Yea N/A 11. Are all electrical fixtures shown? Yes No N/A A. Is arc fault circuit interrupter shown for bedrooms? (NEC 210-121 Yes 0N/A 12. Are all mechanical fixtures shown? Yes o) N/A A. In air handler and condensor location shown? Yeeo N/A B. Are exhaust fans shown? Yes N/A 13. Are all smoke detectors shown? [FBC 905.2) Yes o N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap.accessible route? [FBC 11-111 Fg,/ No N/A 15. Does bedroom open directly into garage? N/A 16. Does the number of bedrooms shown on pna at lythe nu of bedrooms shown on the Application? [ Olt C `4` N/A 17. Is Designer's name and address shown on plane? ea) No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 and FBC 1012.1.5? Yea No 19. Are habitable rooms shown with the minimum light and y�,�, ventilation requirements of FBC 1203 .1? Ye C� N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladgng p�er•FBC 16067 Y OV40L 21. Does floor plan show fireplace? W L,N r C0.,! tS'i^ Ye No N/A A. Does masonry fireplace have a detailed cross-sectional detail? Yes B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes C. Is hearth size and detail shown? Yes D. Is mantel size, location and detail shown? Yes 22. Are stair details shown? Ye A A. Is minimum stair width shown? [FSC Table 10041 o N A B. Are tread and riser sizes shown? [FBC 1007.3) Ye No NIA C. Do spiral stairways comply with FBC 1007.8.27 es No ASD D. Are required landings shown? [FBC 1007.41 a No E. Are handrail height, spacing and graspability details shown? [FBC 1007.51 Yes N/A F. Is required headroom clearance shown? (FBC 1007,71 Yee N/A C. Are guardrail height, spacing and details shown? [PSC 1026.51 Yes (!�P N/A 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.) s No A 24 . If required, are tenant separations shown? s N N A A. Duplex [FBC Table 704.11 B. Townhouse (FBC 704.41 4 IIFS7TIRNTZAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in High�Wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A H. Are all appropriate requirements circled or highlighted? Yes No N/A lo. Are plans designed per "wppC Guide to Wood Construction in High wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A 8. Are all appropriate requirements circled or highlighted? Yes No N/A ^� �7 11. Are plana designed per "AF 6 PA wood Frame Construction Manual for One- and Two-Family Dwellings, High Wind Edition*? Yes No N/A 59C A. Are all appropriate charts and tables shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A IV, Energy Code Information: 1 . Is the current energy code form Completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yes ©o N/A 2. Does conditioned square feet area on plana match square feet shown on energy forms? Yes NO N/A 3, Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1 .1) Yes �NO� N/A 4 . Is the "R" value for added insulation on exterior walls shown? Y N/A 5. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1] des No N/A 6. Is the "R" value for raised floors shown? [FBC 13-605) Yes N/A 7. Are Energy Credits Claimed? Yee o N/A A. Attic Radiant Barrier Credit [FBC 13-607.1.A.41 Yes N/A B. White Roof Credit (FBC 13-607.1.A.5) Yes N/A C. Programmable Thermostat Credit [FSC 13-600.2.A-3.51 Yes N N/A V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, column pads and concentrated loads? a No N/A 2. Are all locations of vertical reinforcement and andhor bolts shown? a No N/A 3. Are all elevation changes in slab shown? a No N/A 4. Is minimum concrete PSI shown? s No N/A 5. Is slab reinforcement shown? �, e o N/A A. wire mesh size and gauge? OvL SQGl�h1n No N/A B. Fibermesh reinforcement? &-es-) N/A 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 s No N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.11 es ' No N/A 8. Is Ltype''of Boil treatment for termites shown? (FBC 18161 No N/A 9. Is perimeter slab reinforcement shown? tSSTD 10-991x( 5�f No N/A Do plane show bottom of foundation minimum of 12" below finish grade? [FBC 1804. 1.31 No N/A 11. Do plans chow concrete footings have a specified compressive S�VUG�, strength of not less than 2500 PSI at 28 days? [FEC 1804.5.11 No N/A 12. If pile foundation shown, is Sealed Soils Report submitted? (FBC 1805.11 Yes No CN/A Q 13 . Does plan indicate "No Wood Grade Stakes Permitted"? Yes No N/A 2 L7YG7T1FNTSAL CHECKLIST (Continued) VIZ. Floor Plan. (Continued) 25. Are all columna and beams shown for porches and lanais? _ No N/A A. Are column type, size and anchorage shown? No N/A B. Are beam type, size, span and anchorage shown? es No N/A 26. Are all linter a'n�C"bdam details shown? Yes N® 27. Are engineering details provided for butt glass? Yee NO N/A VIII. Truro/Rafter Plan. 1. Are engineered truss plans provided showing loads, _YPIWi Is and required connections? Yes o N/A 2 . Are all headers, beams, girders and interior bearing walls shown? Yes (lo 7k/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? dZ� ;' NO N/A B. Is ceiling joist plan shown, including size, spacing, ' species, grade of lumber, span and connections? (Gi-->No N/A C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Ye 'No N/A D. Is ridge be wn, clu ing• si1zes an grade of lumber? j -VoVu�ftc &Adt frtj4ev No N/A 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? d�o N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Ye No N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? 64 No N/A 3. is floor sheeting indicated, ahowing type, thickness and nailing pattern? Y'es No N/A X. Elevations. 1. Does plan show four (4) elevations? No N/A 2. Are attic ventilation requirements shown? No N/A 3. Are roof pitch and overhang shown? No N/A 4. Is chimney height and location shown7 r p �-! s Nip" S. Ia cricket shown? (FBC 1507.3.9.4] ' �1 �n'y, Yes l�S, N/A 6. Are all lanai/porch details shown? a No N/A 7. Does plan show solid blocking required for ridge vents? es ® N/A 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FBC 1503.4 .4) Yes Cj) N/A 9. Are gutter, downspouts and splash blocks shown? Yes N/A .5 uFSZ pEN1'IAL CH �KI�IST (Continued) XI. structural Details. �D c ��d � [I0 Kes No N/A 1. Is basic wind speed shown? [FBC Fig. 16061 , SP1 � Q 2. Are gable end bracing details shown? a No N/A 3, Are roof sheeting nailing zones shown? 110N/A 4, are protection o{—opening details shown? [F8C 1606. 1.41 Yes No N 5. Is importance factor shown? [FBC Table 16061 Yes No ( 6. Is structure designed to withstand interior pressures? "dtcj/--Yes No N/A 7. Is exposure category shown? [FBC 1606 .1.8) Yee No 610 g , Are wind pressures for components and cladding shown? FBC Table 1606.2E Yes No �T FBC Table 1606.2C Yee No N/A 9. Are exterior windows and glass doors shown an approved by independent testing laboratory and do they bear a label by AAMA or WDMA or other approved label? [FSC 1707.4.2) Yea No GD 10. Are window and door installation and buck details shown? Yas n N/A 11. Are mullion installation details and design criteria shown? Yes No 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes No N/A 13. Are garage door manufacturer' s installation details provided? Yes . N/A 6 ' Duval County Property Appraiser - Parcel Summary Page 1 of 2 Parcel Summary -Values from the 2001 Certified Tax Roll RE No.: F1689088510 Owner's Name: VAN CLEVE , ROBERT BALDWIN ET AL Property [2375 SEMINOLE RD Unit No. Address: JACKSONVILLE Mailing Address: 2375 SEMINOLE RD ATLANTIC BEACH , FL 32233-5971 Property Use: 0100 SINGLE FAMILY Legal description: 47-49 37-2S-29E SAND DOLLARS LOT 2 Neighborhood: (OCN) NORTH ATLANTIC BCH Sec-Twn-Range: 04-2S-29E OR BK& Page: 09565-2299 =lMap Pane 15523 Sale Date: 3/8/2000 INo. Buildings: IT Sale Price: $20,900.00 Land Value: $771,375.00 IlHeated Area: 3378 Class Value: $0.00 Exterior Wall: TILE/WD �1- STUCCO Improvements: 1[$228,625.00 Taxing USD3 Authority: Market Value: $1,000,000.00 11county Tax: IF$10,176.80 Assessed Value: $1,000,000.00 School Tax: IF$11,945.39 Exempt Value: $25,000.00 IlDistrict Tax: IF$4,373.58 Taxable Value: $975,000.00 Other Tax: $721.89 Sr. Exempt: $0.00 Voted Tax: $881.27 Sr. Taxable: $0.00 Total Tax: $28,098.93 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-it maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the PropeertY-Ap raisers Office. Map-it Feedback Home PRC Map-IT Taxes - - moment Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=168908+8510 7/8/2002 } City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ei.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION "�'' DATE APPLICANT � I 00—Ale- ADDRESS � 7-43- •�ZX�%�Ati0 PHONE: -- ADDRESS WHERE WORK IS TO BE PERFORMED 3 7 �'yNok*, RnOLd LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ZONING DISTRICT CONTRACTOR b�Cit 1:7(),f 1 Y1 �t STATE LICENSE NUMBER ADDRESS Aa?2 D -S , CT. PHONE a 4 i 10 i lll CITY 8QTATE P— ZIP : 't,,, FAX DESCRIBE PROPOSED USE AND WORK TO BE DONEPRESENT USE USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION CDC) Is this an addition? 0 If yes,what are the dimensions of the added space: feet by feet F r Will the added area be heated and cooled? [:. New electrical or increase in service? 3 New plumbing fixtures? Y New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1.4 Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction.plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Se 4M9011, 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. .i ✓1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. V 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER. JO �� QNB ` Q DATE p)OO d� I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR C/ %/ DATET dZ- ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME a� 't MAILING ADDRESS y J dJtJV (W`( e IarI 1 G eG4 UYl PHONE "1 " -t,7 C, �Q, FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS v " a4�1_ DAY OF STATE OF FLORIDA,COUNTY OF DUVAL GEORGIAAHOM NOTARY'S SIGNATURE MY COMMISSION#DO 030526 EXPIRES:June 3,2W5 9onded ThnLNoLry Pubke Undelwrbm AS T Personally known r7-Troduced identification Type of identification produced AS TO CONTRACTOR: ersona Produced identification rV. GEORGIA A.HORN Type of identification produced _. MY COMMISSION#DD 030526 EXPIRES:June 3,2005 01/02/02 t f wed r��n Pubkc undatwritas #204 Van Cleve (2375 Seminole Road) Planning and Zoning (904) 247-5817 Plans r viewed by Sonya Doerr Plans to be revised and resubmitted to connect the two cottages. �2. Two-family dwelling complies with the RG-2 Zoning and Medium Density Comprehensive Plan designation. D2_S' ack will be 7.5 feet on north side for two-family dwelling; only 5 feet shown. va*- �-7 �l-t om fij_,._ "'4-j2";.x- n.uxL p/ Public Works Department (904) 247-5833 `� Y✓"'" COMMENTS: 1. Provide stormwater impervious calculations. 2. Provide access to property. 3. Provide proposed grading plan at l' contours by a Florida Licensed Lance Surveyor. Utility Department (904) 247-5834 ~' •�SGc" 1. Water& Sewer is available. 2. Reduced pressure zone backflow preventer required if irrigation system installed or if fire suppression system installed. '► p � - 0�6�D� "� � a one s � z Gong APPLICATION REVIEW City of Atlantic Beach 800 Seminole d •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (90 47-5 05 • http://www/ci.atlantic-beach.fl.us �v v Application Number: #204 e-submitt Date Routed: Tuesday,May 21,2002 / Project Name: Van Cleve Duplex 2375 Seminole Road ❑ Commercial ❑ Multi-Family ❑ Single-Family ®Other Duplex Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Tuesday, May 28, 2002 --Additionalormation: Please enter any comments in the appropria epartment folder. .:= I do not believe this was routed to PW or Utility earlier as there were zoning issues hkat first had to be addressed. The plans will be modified to connect the two cottages by a heated and cooled entryway. Lk" C. J May 23, 2002 Application Number#204 (Re-submittal) Van Cleve Duplex, 2375 Seminole Road COMMENTS: 1. Provide stormwater impervious calculations. 2. Provide access to property. 3. Provide proposed grading plan @ 1' contours by a Florida Licensed Land Surveyor. Plans returned May 23, 2002. el__' B02 1-Beam(TM)6.02 Seria"N��e �02 `55'6 3 1/2 x 16 1.5E TimberStrand® LSL Page Egine 29:10:38 1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED RECEIVED 141( 8 0"^2 City of Atlantic Beach Building and Zoning ❑ 0 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 285.0 105.0 0 To 69" Adds To F02 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1097/463/0/ 1560 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 1097/463/0/1560 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1483 -809 14933 Passed(5%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 2378 2378 27269 Passed(9%) MID Span 1 under Floor loading Live Load Defl(in) 0.012 0.160 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.016 0.321 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone: 904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Timber5tr ands is a registered trademark of Trus Joist. �r4� B02 J-Beam(TM)6.02SeriallNurn rr:7002015556 3 1/2" x 16" 1.5E TimberStrand@ LSL ser.1 5/13/2002 9:10:38 AM Page Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 6' 5.00" ^ Max. Vertical Reaction Total (lbs) 1560 1560 Max. Vertical Reaction Live (lbs) 1097 1097 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 809 -809 Max Shear (lbs) 1483 -1483 Member Reaction (lbs) 1483 1483 Support Reaction (lbs) 1560 1560 Moment (Ft-Lbs) 2378 Live Deflection (in) 0.012 Total Deflection (in) 0.016 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 240 -240 Max Shear (lbs) 440 -440 Member Reaction (lbs) 440 440 Support Reaction (lbs) 463 463 Moment (Ft-Lbs) 706 PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone:904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. 421 �� 603 " evulB5n6 3 1/2" x 16" 1.5E TimberStrand@ LSL J-Beam(TM)6.02 Serial Number:7002015556 ¢ser:, Engin Vers02 ion:45 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Im H12 4.8.. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 285.0 105.0 0 To 4'8" Adds To F02 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 758/320/0/1078 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 758/320/0/1078 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1001 -327 14933 Passed(2%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1085 1085 27269 Passed(4%) MID Span 1 under Floor loading Live Load Defl(in) 0.004 0.108 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.005 0.217 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone 904-757-7500 Fax 904-757-7336 DAVE@TRUEHOUSE.COM Copyright b 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a recistered trademark of Trus Joist. B03 "AB3 1/2" x 16" 1.5E TimberStrand® LSL J-Beam(TM)6.02 Serial Number:7002015556 user t Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 4' 4.00" ^ Max. Vertical Reaction Total (lbs) 1078 1078 Max. Vertical Reaction Live (lbs) 758 758 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 327 -327 Max Shear (lbs) 1001 -1001 Member Reaction (lbs) 1001 1001 Support Reaction (lbs) 1078 1078 Moment (Ft-Lbs) 1085 Live Deflection (in) 0.004 Total Deflection (in) 0.005 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 97 -97 Max Shear (lbs) 297 -297 Member Reaction (lbs) 297 297 Support Reaction (lbs) 320 320 Moment (Ft-Lbs) 322 PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone:904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. in er4WW B04 `r:70 Businm 15556 3 1/2" x 16" 1.5E TimberStrand® LSL �J-Beam(TM)6.02 Serial Number:7002015556 War. ageI Engin Versi02 9 on 0521 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑ 2❑ 5.5.. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 285.0 105.0 0 To 5'5" Adds To F02 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 880/371 /0/1252 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 880/371 /0/1252 A3: Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1175 -501 14933 Passed(3%) Rt. end Span 1 under Floor loading Moment(Ft-Lbs) 1493 1493 27269 Passed(5%) MID Span 1 under Floor loading Live Load Defl(in) 0.006 0.127 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.008 0.254 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone 904-757-7500 Fax 904-757-7336 DAVE@TRUEHOUSE.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Timber5tr and® is a registered trademark of Trus Joist. A ��ru�� B04 iJ-Beam(TM)6.02SerialN�`rne�7002015556` 3 1/2" x 16" 1.5E TimberStrand@ LSL ser:1 5/13/2002 9:15:05 AM Paget Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 1.00" ^ Max. Vertical Reaction Total (lbs) 1252 1252 Max. Vertical Reaction Live (lbs) 880 880 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 501 -501 Max Shear (lbs) 1175 -1175 Member Reaction (lbs) 1175 1175 Support Reaction (lbs) 1252 1252 Moment (Ft-Lbs) 1493 Live Deflection (in) 0.006 Total Deflection (in) 0.008 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 149 -149 Max Shear (lbs) 348 -348 Member Reaction (lbs) 348 348 Support Reaction (lbs) 371 371 Moment (Ft-Lbs) 443 PROJECT INFORMATION: OPERATOR INFORMATION: 0200448 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone:904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. iln6 n.=B 16" TJI®/Pro(TM)-250 @ 24" o/c TJ-Beam(TM)6.02 Serial Number:7002015556 1 1 Engine0ersiono5 .1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN age 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:4.5M2 Roof Slope4.3M2 1❑, 0 25-6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf): 30.0 Live at 125 %duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.75" 765/327/0/1092 R1: Blocking 1 Ply TJI®/Pro(TM)-250 2 Stud wall 3.50" 1.75" 765/327 10/1092 R1: Blocking 1 Ply TJI®/Pro(TM)-250 -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): R1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1074 -1067 2463 Passed(43%) Rt.end Span 1 under Roof loading Vertical Reaction(Ibs) 1074 1074 1269 Passed(85%) Bearing 2 under Roof loading Moment(Ft-Lbs) 6735 6735 7897 Passed(85%) MID Span 1 under Roof loading Live Load Defl(in) 0.996 1.339 Passed(U323) MID Span 1 under Roof loading Total Load Defl(in) 1.422 1.786 Passed(U226) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:U240,TL:L/180). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -(Minimum cut length)=(Overall horizontal length)x 1.068+6" PROJECT INFORMATION: OPERATOR INFORMATION: 0200449 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone 904-757-7500 Fax : 904-757-7336 DAVE@TRUEHOUSE.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,ProTM and TJ-Pro" are trademarks of Trus Joist. LIVAA TJ-Beam TM 6.02 Serial Num7e}r:700201 556 16" TJI@/Pro(TM)-250 @ 24" o/c ( ) 6er:7002015556 PageEninoo2737:06AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN rage 2 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 25' 1.00" ^ Max. Vertical Reaction Total (lbs) 1092 1092 Max. Vertical Reaction Live (lbs) 765 765 Selected Bearing Length (in) 1.75(W) 1.75(W) Max. Unbraced Length (in) 30 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1067 -1067 Max Shear (lbs) 1074 -1074 Member Reaction (lbs) 1074 1074 Support Reaction (lbs) 1092 1092 Moment (Ft-Lbs) 6735 Live Deflection (in) 0.996 Total Deflection (in) 1.422 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 319 -319 Max Shear (lbs) 321 -321 Member Reaction (lbs) 321 321 Support Reaction (lbs) 327 327 Moment (Ft-Lbs) 2016 PROJECT INFORMATION: OPERATOR INFORMATION: 0200449 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone:904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright 8 2001 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Pro"' are trademarks of Trus Joist. er4W�� B01 N i-Beam(TM)6.02SeriaalNu`mb 7002015556 3 1/2" x 16" 1.5E TimberStrand@ LSL ser*Ti-Beam(TM) 1 Engin Vers02 ion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN age 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:4.312 Roof Slope4,3112 11 2❑ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: V Primary Load Group-Roof(psf): 30.0 Live at 125%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 388.0 158.0 0 To 6' Adds To J1 Uniform(plf) Roof(1.25) 213.0 87.0 0 To 6' Adds To T03 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1893/878/0/2771 L1: Blocking 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 1893/878/0/2771 R1: Blocking 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking,R1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2617 -1349 18667 Passed (7%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 3708 3708 34086 Passed (11%) MID Span 1 under Roof loading Live Load Defl(in) 0.016 0.303 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.024 0.403 Passed(L/999+) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code SBCC analyzing the TJ Distribution product listed above. -(Minimum cut length)=(Overall horizontal length)x 1.068+6" PROJECT INFORMATION: OPERATOR INFORMATION: 0200449 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE, FL 32226 Phone 904-757-7500 Fax 904-757-7336 DAVE@TRUEHOUSE.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. F:\Mitek\J0BS\0200449\J1.sms ��r�� B01 "^ e B 3 1/2" x 16" 1.5E TimberStrand@ LSL TJ Beam(TM)6.02 Serial Number:7002015556 Z2 Engin Vers02 ion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN age 2 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5. 8.00" ^ Max. Vertical Reaction Total (lbs) 2771 2771 Max. Vertical Reaction Live (lbs) 1893 1893 Required Bearing Length in 1.74(W) 1.74(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.25 Dead + Floor + Roof Design Shear (lbs) 1349 -1349 Max Shear (lbs) 2617 -2617 Member Reaction (lbs) 2617 2617 Support Reaction (lbs) 2771 2771 Moment (Ft-Lbs) 3708 Live Deflection (in) 0.016 Total Deflection (in) 0.024 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 427 -427 Max Shear (lbs) 829 -829 Member Reaction (lbs) 829 829 Support Reaction (lbs) 878 878 Moment (Ft-Lbs) 1175 PROJECT INFORMATION: OPERATOR INFORMATION: 0200449 WILLIAM BUCHANAN VAN CLEVE TOWNHOMES TRUE HOUSE 10411 ALTA DRIVE JACKSONVILLE,FL 32226 Phone:904-757-7500 Fax :904-757-7336 DAVE@TRUEHOUSE.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. F:\Mitek\J0BS\0200449\J1.5ms Project NAME: VAN CLEVE TOWN HOMES Lot: Subdivision: VAN CLEVE TOWNHOMES County: Duval Building Code:FBC 2001 Computer Program Used MiTek 4.201 SR1 General Truss Design Loads Gravity-Floor:55 psf Total Load Individual Truss Drawings Show Special Loading Conditions This package includes 10 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per Al 1-1995 Section 2. / Name: Warren V Carrigan III License#: 48803 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation. Florida Engineer Business No.7547 333 Jacksonville Drive,Jacksonville Beach, FI.32250 904-241-5200 TRUSS PLACEMENT PLAN 0200448 FLOOR PLACEMENT PLAN NO TRUSS ID# DATE 1 0200448-F 01 05/23/02 2 0200448-F02 05/23/02 3 0200448-F03 05/23/02 4 0200448-F04 05/23/02 5 0200448-F05 05/23/02 6 0200448-F06 05/23/02 7 0200448-F07 05/23/02 8 0200448-GEL1 05/23/02 9 0200448-GEL2 05/23/02 10 0200448-GEL3 05/23/02 Job Truss Truss Type Qty Ply VAN CLEVE TOWNHOMES 0200448 F01 FLOOR 44 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 1-3-0 1-0-8 2-0-0 1-0-8 Sale=1237 3x4= 1x3= 30= 34= 1141 11 10 11 3.3= 3x3= 3x4= 1 2 3 4 5 8 7 81x3= 1 1�4 L T 15 14 13 12 11 10 3x3 4x5= 3x3- 3x3= 3x3= 3x3- 4x5= II 6-5-0 8-5-0 14-10-0 Plate Offsets(X Y): [8:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.11 12-13 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.16 12-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 9 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:77 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 16=796/0-5-8,9=796/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 16-17=-791,1-17=-790,9-18=-791,8-18=-790,1-2=-789,2-3=-1863,3-4=-2385,4-5=-2385,5-6=-2385,6-7=-1863,7-8=789 BOT CHORD 15-16=41,14-15=1480,13-14=2220,12-13=2385,11-12=2220,10-11=1480,9-10=41 WEBS 4-13=-159,5-12=-159,1-15=1017,2-15=961,2-14=533,3-14=-497,3-13=245,8-10=1017,7-10=-961,7-11=533,6-11=-497,6-12=245 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VAN CLEVE TOWNHOMES 0200448 F03 FLOOR 4 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 1-3-0 0-8- -1 2-0-0 0-8-0I SUN 1:111 3X3= 10= 3A= 1 2 SO= 3 1X3 it 1 1X3 II 5 34= E 1X3= 13 1 1 t 11 - 10 Y 33- 3 3X3- 31= 3X3 II 3a II 3-6-8 5-6-8 9-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.02 9-10 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.03 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:49 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 12=480/0-5-8,7=480/Mechanical FORCES(lb)-First Load Case Only TOP CHORD 12-13=-474,1-13=-474,7-14=-474,6-14=-474, 1-2=-425,2-3=-857,3-4=-857,4-5=-857,5-6=-425 BOT CHORD 11-12=24,10-11=788,9-10=857,8-9=788,7-8=24 WEBS 1-11=544,6-8=544,2-11=-505,5-8=-505,2-10=133,5-9=133,3-10=-93,4-9=-93 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)Refer to girder(s)for truss to truss connections. 3)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use SIMPSON THA422to attach F03 to F06. LOAD CASE(S) Standard Job Truss Truss Type Qty Py VAN CLEVE TOWNHOMES 0200448 F05 FLOOR 18 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 1 � 0-7�- 2-0-07-,8 Scale=1.38.5 45= 4x5= 1x3= 4x5= 3x4= 3x8 FP= 3x3= 3x3=1x3 11 1x3 It 3x3= 3x3= 3x4= 4x5= 1x3= 1 2 3 4 5 8 7 8 9 10 11 12 13 281 1 d 25 24 23 22 21 20 19 18 17 18 15 34 II 4x8= 4x5= 3x4= 34= 30= 3x10 M1120H FP= 3x4= 4.5= 4x8= 3x3;I 34= 4x5 WB=34= 11-0-0 13-0-0 24-0-0 Plate Offsets(X,Y): [1:Edge,0-1-8],[13:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.70 20-21 >409 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.96 20-21 >297 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.14 14 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:123 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 4-10-3 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 26=1300/0-5-8,14=1300/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 26-27=-1294,1-27=-1293,14-28=1294,13-28=-1293,1-2=-1358,2-3=-3479,3-4=-5005,4-5=5005,5-6=-5964,6-7=-6370,7-8=-6370,8-9=-6370,9-10=-5964, 10-11=-5005,11-12=-3479,12-13=-1358 BOT CHORD 25-26=67,24-25=2568,23-24=4365,22-23=5620,21-22=6286,20-21=6370,19-20=6286,18-19=6286,17-18=5620,16-17=4365,15-16=2568,14-15=67 WEBS 7-21=-127,8-20=-127,1-25=1755,2-25=-1682,2-24=1268,3-24=-1232,3-23=891,5-23=-855,5-22=479,6-22=-448,6-21=168,13-15=1755,12-15=-1682, 12-16=1268,11-16=-1232,11-17=891,10-17=-855,10-18=479,9-18=-448,9-20=168 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VAN CLEVE TOWNHOMES 10200448 F07 FLOOR 2 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 0-11-8 0-11-8 4:3-0-d 0-�-p 0-7- , 2-0-0 0-7-7 0�2-0 say=1 aes 3x8'I 3x8 II U3= 3x8 FP= 3x8 FP= 318 FP= 3x8 FP= 10= 5x8 II 5x8 II 4x8 II 3x8 II 3x8 II 3x8^.3ze 11 3x8 II 3x8 II 4x8 II 5.8 II 5x8 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 18 TI 17 18 11' 33 32 31 30 2928 27 28 2524 23 22 21 20 30 11 4x8= 4x5= 30= 3x10 M1120H FP=6x8- 3x3= 3x3= 64= 2z4 SP= 3x4= 46= 48= 3x3 11 2x4 SP= 3210 M1120H FP= 11-0-1 13-0-1 24-0-0 Plate Offsets(X,Y): [1:Edge,0-3-0],[1:0-1-8,0-1-8],[18:0-1-8,Edge],[18:0-1-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.56 26-27 >512 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.77 26-27 >372 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.15 19 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=360 Weight:161 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP DSS TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS(Ib/size) 34=1306/0-5-8,19=1306/0-5-8 FORCES(lb)-First Load Case Only TOP CHORD 1-34=-1299,18-19=-1299,1-2=-1441,2-3=-3668,3-4=5265,4-5=-5265,5-6=6323,6-7=-6386,7-8=-6386,8-9=-6716, 9-10=-6716,10-11=-6716,11-12=-6386,12-13=-6386,13-14=-6323,14-15=-5265,15-16=-5265,16-17=-3668, 17-18=-1441 BOT CHORD 33-34=0,32-33=2705,31-32=4602,30-31=5904,29-30=5904,28-29=6386,27-28=6579,26-27=6716,25-26=6579, 24-25=6386,23-24=5904,22-23=5904,21-22=4602,20-21=2705,19-20=0 WEBS 9-27=-205,10-26=-207,1-33=1862,2-33=-1715,2-32=1306,3-32=-1267,3-31=899,5-31=-867,5-29=568,8-27=266, 18-20=1862,17-20=-1715,17-21=1306,16-21=-1267,16-22=899,14-22=-867,14-24=568,11-26=268,6-28=170, 6-29=-323,8-28=-289,13-25=169,11-25=-289,13-24=-323 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M1120 plates unless otherwise indicated. 3)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply VAN CLEVE TOWNHOMES 0200448 GEL2 FLOOR 4 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. S.I.=1:23.7 1 2 3 4 5 8 7 8 8 10 11 12 L ST1 T STI T Ti T ST ST� wL- 28 BL1 �Y- 3x3'I 3x3 14-10-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 I BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 13 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=360 Weight:66 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS(Ib/size) 24=58/14-10-0,13=65/14-10-0,23=140/14-10-0,22=148/14-10-0,21=146/14-10-0,20=147/14-10-0,19=147/14-10-0,18=147/14-10-0,17=147/14-10-0, 16=147/14-10-0,15=145/14-10-0,14=155/14-10-0 FORCES(Ib)-First Load Case Only TOP CHORD 24-25=-51,1-25=-51,13-26=-59,12-26=-59,1-2=-10,2-3=-10,3-4=-10,4-5=-10,5-6=-10,6-7=-10,7-8=-10,8-9=10,9-10=10,10-11=10,11-12=-10 BOT CHORD 23-24=10,22-23=10,21-22=10,20-21=10,19-20=10,18-19=10,17-18=10,16-17=10,15-16=10,14-15=10,13-14=10 WEBS 2-23=-129,3-22=-135,4-21=-133,5-20=-133,6-19=-133,7-18=-133,8-17=-133,9-16=-134,10-15=-132,11-14=-141 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are 1x3 M1120 unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DESIGN LOADS Roof Loading (Cd= 1.25) n Top Chord Live Load 20 psf Top Chord Dead Load 7 psf a of 1 Bottom Chord Live Load 10 psf Bottom Chord Dead Load 5 psf 0 0 N CV Floor Loading (Cd= 1.00) Top Chord Live Load 40 psf � Top Chord Dead Load 10 psf < �°� I Bottom Chord Live Load 0 psf m A ON-19910M OF Bottom Chord Dead Load 5 psf w � 07 � ! a ' z 0 Wind Loadina (Cd= 1.60) x ASCE 7-98, 3s Gust 120 MPH Exposure Category B Importance Factor 1.0 c Enclosed Structure z Special Floor (Game Room) Loading (Cd= 1.00) 0 Top Chord Live Load 60 psf x V) Top Chord Dead Load 10 psf a Bottom Chord Live Load 0 psf o Bottom Chord Dead Load 5 psf z Maximum Floor Truss Spacing 16" o.c. o' Co F- Design loads were provided by the building designer z o w i I; 32-0-0 19-0-0 32-0-0 a C\j C cv ne cv cv cv a a cv cv cv cv cv =a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �.0 0 0 0 0 0 U. G. i i I O �O 0 157 LEVEL FLOOR HE I I ' B03 -1-8 H04 B04 3-1-8 B03 F05 FO F05 FO,': - F05 FO of -- -- F05 FO o F05 FO F05 FO ( o, F05 FO cv J -_ --- - F05 FO II - F05 FO F07 FO FO — _= F03 FO F03 GEL3 GE u � w0 w w 0 0 m ro CD a m w CD CD cc L B-0-0 '� 24-0-0 I6-6-0-6-0-a6-6-0' 24-0-0 8-0-0 32-0-0 19-0-0 32-0-0 w o 0 0 0 0 0 0 0 0 0 0 0 cv 0 cv w W o 0 0 0 0 0 0 0 0 0 0 0 0 0 o w p 2ND LEVEL FLOOR p O O I B02 B02 I I Lo i I O i psi N Iry IN i II I i J J J� �_ � B-0-0 ' 24-0-0 6-6-0 6-0-0 6-6-0 24-0-0 8-0-0 From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 2 of 9 FORM 60OA-2001 RECED=ED FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION"', `~ Be Florida Department of Community Affairs o Atlantic B Residential Whole Building Performance MethodA''11-ding and Zoning Project Name: CLAD2180 Builder: CLADDAGH CONST. Address: Lot: , Sub: , Plat: Permitting Office: ATLANTIC BEACH City, State: , A7L411+ri c 49,5W Permit Number: Owner: P-.�barr vdr✓ Ci-EvE Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:46.5 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2180 ft2 c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 396.0 ft2 _ a. Electric Heat Pump Cap:47.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.50 _ d. Tint/other SHGC-double pane 0.0 R2 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,104.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=11.0,517.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:65.0 gallons _ a. Concrete,Int Insul,Exterior R=4.2,465.0 ft2 _ EF:0.88 _ b. Frame,Wood,Exterior R=11.0,1780.0 ft2 _ b. N/A c. Frame,Wood,Adjacent R=11.0,172.0 ft2 _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1078.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,344.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,200.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 33676 PASS Total base points: 34573 I hereby certify that the plans and specifications covered Review of the plans and o4qHc STAr by this calculation are in compliance with the Florida specifications covered by this 46' _ ; ° Energy Code. calculation indicates compliance vj�P,,,, 41 with the Florida Energy Code. PREPARED BY: Craig Daly Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy ode. Florida Statutes. °D �a OWNERIAGENT: BUILDING OFFICIAL: DATE: L- DATE: EnergyGauge®(Version: FLRCPB v3.2) From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 3 of 9 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2180.0 20.04 7863.7 Double,Clear S 1.3 5.0 48.0 34.50 0.84 1388.1 Double,Clear S 1.3 4.0 4.0 34.50 0.78 107.1 Double,Clear W 1.3 5.0 24.0 36.99 0.90 800.2 Double,Clear W 1.3 5.0 50.0 36.99 0.90 1667.0 Double,Clear W 1.3 5.0 15.0 36.99 0.90 500.1 Double,Clear W 1.3 4.0 8.0 36.99 0.85 251.3 Double,Clear N 1.3 5.0 50.0 19.22 0.93 894.7 Double,Clear N 1.3 4.0 4.0 19.22 0.90 69.2 Double,Clear E 1.3 5.0 45.0 40.22 0.90 1630.5 Double,Clear E 1.3 4.0 8.0 40.22 0.85 272.9 Double,Clear E 1.3 6.0 140.0 40.22 0.93 5252.0 As-Built Total: 396.0 12833.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 172.0 0.70 120.4 Concrete,Int Insul,Exterior 4.2 465.0 1.12 520.8 Exterior 2245.0 1.70 3816.5 Frame,Wood,Exterior 11.0 1780.0 1.70 3026.0 Frame,Wood,Adjacent 11.0 172.0 0.70 120.4 Base Total: 2417.0 3936.9 As-Built Total: 2417.0 3667.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 60.0 292.0 As-Built Total: 60.0 196.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1078.0 1.73 1864.9 Under Attic 30.0 1078.0 1.73 X 1.00 1864.9 Under Attic 19.0 344.0 2.34 X 1.00 805.0 Base Total: 1078.0 1864.9 As-Built Total: 1422.0 2669.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 104.0(p) -37.0 -3848.0 Slab-On-Grade Edge Insulation 0.0 104.0(p -41.20 -4284.8 Raised 517.0 -3.99 -2062.8 Raised Wood,Adjacent 11.0 517.0 0.70 361.9 Base Total: -5910.8 As-Built Total: 621.0 -3922.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 2180.0 10.21 22257.8 2180.0 10.21 22257.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.2 From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 4 of 9 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 30304.6 Summer As-Built Points: 37701.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 37701.0 1.000 (1.081 x 1.147 x 0.91) 0.284 1.000 12098.7 30304.6 0.4266 12927.9 37701.0 1.00 1.128 0.284 1.000 12098.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.2 Fromm:C.DALY (904)6420401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 5 of 9 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 2180.0 12.74 4999.2 Double,Clear S 1.3 5.0 48.0 4.03 1.14 220.2 Double,Clear S 1.3 4.0 4.0 4.03 1.26 20.3 Double,Clear W 1.3 5.0 24.0 10.77 1.03 265.3 Double,Clear W 1.3 5.0 50.0 10.77 1.03 552.7 Double,Clear W 1.3 5.0 15.0 10.77 1.03 165.8 Double,Clear W 1.3 4.0 8.0 10.77 1.04 89.8 Double,Clear N 1.3 5.0 50.0 14.30 1.00 717.2 Double,Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double,Clear E 1.3 5.0 45.0 9.09 1.04 425.3 Double,Clear E 1.3 4.0 8.0 9.09 1.06 77.1 Double,Clear E 1.3 6.0 140.0 9.09 1.03 1309.0 As-Built Total: 396.0 3900.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 172.0 3.60 619.2 Concrete,Int Insul,Exterior 4.2 465.0 6.34 2948.1 Exterior 2245.0 3.70 8306.5 Frame,Wood, Exterior 11.0 1780.0 3.70 6586.0 Frame,Wood,Adjacent 11.0 172.0 3.60 619.2 Base Total: 2417.0 8925.7 As-Built Total: 2417.0 10153.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 40.0 8.40 336.0 Exterior 40.0 12.30 492.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 60.0 722.0 As-Built Total: 60.0 496.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1078.0 2.05 2209.9 Under Attic 30.0 1078.0 2.05 X 1.00 2209.9 Under Attic 19.0 344.0 2.70 X 1.00 928.8 Base Total: 1078.0 2209.9 As-Built Total: 1422.0 3138.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 104.0(p) 8.9 925.6 Slab-On-Grade Edge Insulation 0.0 104.0(p 18.80 1955.2 Raised 517.0 0.96 496.3 Raised Wood,Adjacent 11.0 517.0 3.60 1861.2 Base Total: 1421.9 As-Built Total: 621.0 3816.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 2180.0 -0.59 -1286.2 2180.0 -0.59 -1286.2 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.2 From:C.DALY (904)6420401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 6 of FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 16992.6 Winter As-Built Points: 20218.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 20218.4 1.000 (1.060 x 1.169 x 0.93) 0.455 1.000 10593.6 16992.6 0.6274 10661.1 20218.4 1.00 1.162 0.466 1.000 10693.6 EnergyGaugeT1 DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.2 From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 7 of 9 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details -� ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 65.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12928 10661 10984 34673 1 12099 10694 10984 33676 PASS ��p4 $E STgT�O�n nr/if y 0 mop WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.2 From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 8 of 9 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area, .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed,or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.2 From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 9 of 9 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.7 The higher the score,the more efficient the home. Lot: , Sub: , Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:46.5 kBtu/lu _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 2180 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 396.0 ft2 _ a. Electric Heat Pump Cap:47.0 kBtu/hr c. Tintlother SHGC-single pane 0.0 ft2 _ HSPF:7.50 d.Tintlother SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,104.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=11.0,517.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:65.0 gallons = a. Concrete,Int Insul,Exterior R=4.2,465.0 ft2 _ EF:0.88 b. Frame,Wood,Exterior R=11.0,1780.0 ft2 _ b. N/A c. Frame,Wood,Adjacent R=11.0,172.0 ft2 _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1078.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,344.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH:Interior Sup.R=6.0,200.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 0 4-CttE Sr4jT' in this home before final inspection. Otherwise,a new EPL Display Card will be completed AV based on installed Code compli t features. Builder Signature: _ Date: 7Zjjoi a Address of New Home: 2-3 T .9501/n.rLc /2d City/FL Zip: fjL�f/[.�c79rf/f-L +r�cOD we 3ZZ33 *NOTE:The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar Tesignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.2) From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:40:58 AM Page 1 of 3 * ResmanuJ(c) Version 3 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 1998 by A.C.C.A. ) --------------------------------------------------------------------------------------------- Project CLAD2180 (Prepared by: Address NULL I City NULL I State/Zip NULL NULL Owner NULL ITEL: Builder CLADDAGH CONST. ( FAX: HVAC Contr (email: --------------------------------------------------------------------------------------------- Cond Floor Area = 2180 (Total Glass Area = 396 Conditioned Floor Area to Total Glass Area Ratio = 18.2% --------------------------------------------------------------------------------------------- * USA Climatic Conditions & Design Conditions * --------------------------------------------------------------------------------------------- Geographical Location I Jacksonville AP, Florida North Latitude / Elevation 1 300 24Ft. Above Sea Level Outdoor Winter Dry Bulb 1 320 Indoor Winter Dry Bulb 1 70° Winter Temperature Diff. (wTd) 1 38° Outdoor Summer Dry Bulb 194' Outdoor Summer Wet Bulb 177° Outdoor Summer Hum. Ratio Gr/Lb 1 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff. (sTd) 1 19° Summer Daily Range 1 190 (Medium Deviation) --------------------------------------------------------------------------------------------- * HEATING SUMMARY * 1.ENB * COOLING SUMMARY * --------------------------------------------------------------------------------------------- SUBTOTAL 50261. 9 1 STRUCTURE SENSIBLE = 34332.8 1 OCCUPANTS + 2400.0 APPLIANCES + 1200.0 I SUBTOTAL SENSIBLE = 37932.8 DUCT LOSS + 2513.1 1 DUCT GAIN + 3793.3 TOTAL LOSS = 52775.0 1 TOTAL SENSIBLE = 41726.1 MECHANICAL VENT.- 50 CFM = 2090.0 1 MECHANICAL VENT.- 50 CFM = 1045.0 1 TEMP.SWING 3.0°@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 54865.0 1 MINIMUM EQUIPMENT SENSIBLE = 42771.1 ------------------------------------------------ I-------------------------------------------- 20% OVERSIZE LOSS = 10973.0 1 20% OVERSIZE SENSIBLE = 8554.2 EQUIPMENT LOSS + 54865.0 1 EQUIPMENT SENSIBLE + 42771.1 MAXIMUM EQUIPMENT LOSS = 65838.0 1 MAXIMUM EQUIPMENT SENSIBLE = 51325.3 ------------------------------------------------ I-------------------------------------------- I TOTAL LATENT = 6417.3 1 EQUIPMENT SENSIBLE + 42771.1 1 EQT.SENSIBLE + LATENT = 49188.4 --------------------------------------------------------------------------------------------- * AIR FLOW FACTORS * --------------------------------------------------------------------------------------------- HEATING FACTOR (BTUH/CFM) = 34.5 1 COOLING FACTOR (BTUH/CFM) = 17.3 HEATING CFM = 1588.2 1 COOLING CFM = 2267.8 --------------------------------------------------------------------------------------------- * EQUIPMENT SELECTION --------------------------------------------------------------------------------------------- EQT. MANUF I SENSIBLE CLG (BTUH) CU MOD # I LATENT CLG (BTUH) AHU MOD # I TOTAL CLG (BTUH) HEATING INPUT (BTUH) I TONAGE HEATING OUTPUT (BTUH) I (S)EER HEATING CFM (BTUH) I COOLING CFM AFUE/HSPF I TYPE From:C.DALY (904)642-0401 To:Matt Fennell Date:3/18/02 Time:9:40:58 AM Page 2 of 3 Calculation Procedures A,B,C,D I I I Procedure A Winter Infiltration HTM -------------------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation #3 (Very Good) I .65 Air Changes per hour x 17440 Cubic ft. x .0167 = 189.3 CFM I I 12. Winter Infiltration Btuh I 1.1 x 189.3 CFM x 38 Degrees Winter TD = 7913.2 BTUH I I 3. Winter Infiltration HTM I 7913.2 Btuh / 396 Sq.Ft of total Glass & Door areas = 20.0 HTM I I I I I I Procedure B Summer Infiltration HTM I------------------------------------------------------------------------------------------- I 1. Summer Infiltration CFM Envelope Evaluation #3 (Very Good) .3 Air Changes per hour x 17440 Cubic ft. x .0167 = 87.4 CFM I I I 12. Summer Infiltration Btuh 1.1 x 87.4 CFM x 19 Degrees Summer TD = 1826.1 BTUH I I I 3. Summer Infiltration HTM I 1826.1 Btuh / 396 Sq.Ft of total Glass & Door areas = 4.6 HTM i I I I Procedure C Latent Infiltration -------------------------------------------------------------------------------------------I 0. 68 x 49 grains difference @ 50 RH x 87.4 CFM = 2911.3 BTUH I I I Procedure D Equipment Sizing ------------------------------- ------------------------------------------------------- 1. Sensible Sizing Load I I I Sensible Ventilation Load 1.1 x 50 VENT CFM x 19 Degrees Summer TD = 1045.0 BTUH I Sensible Load for Structure + 34332.8 BTUH I I Sum of Ventilation & Structure Loads = 35377.8 BTUH I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM Equipment Sizing Load - Sensible = 35377.8 BTUH I I 2. Latent Sizing Load I I I Latent Ventilation Load 0.68 x 50 VENT CFM x 49 differance = 1666.0 BTUH I Internal Loads = 230 Btuh x 8 people + 1840.0 BTUH I Infiltration Load from Procedure C + 2912.2 BTUH I Equipment Sizing Load - Latent = 6417.3 BTUH I I I EENNINEEIr _From:C.DALY (904)642-0401 To:Matt FennelDate:3/18/02 Time:9:40:58 AM Page 3 of 3 Abbreveations * Glass/Windows S.C.= Single Clear I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient * Inside Shading N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades * Other * Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier Infiltration Vs: 1. .Sub Standard/Poor 12• .Standard 13. .Better 14. .Excellent Building Componet Heat Loss & Gain Calculations ------------- Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 48.0 24.7 1185. 6 19. 6 940.8 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 4.0 24.7 98.8 19. 6 78.4 E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2. 6 19.6 51.0 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 21.4 58. 6 1254.0 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 24.0 24.7 592.8 --------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 5.4 19. 6 105.8 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 44. 6 58. 6 2613.6 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 50.0 24.7 1235.0 ------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1. 6 19. 6 31.4 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 13.4 58.6 785.2 E -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 15.0 24.7 370.5 ----------------------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 19. 6 23.5 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 58. 6 398.5 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197. 6 ------------------------------------ S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 50.0 24.7 1235.0 19. 6 980.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 4.0 24.7 98.8 19_ -------- 678_4 -------------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4.9 19. 6 96.0 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.1 58. 6 2349.9 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 24.7 1111.5 ---------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 19. 6 23.5 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 58. 6 398.5 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197. 6 ----------------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 12.2 19.6 239.1 W -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 127.8 58.6 7489.1 W -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 140.0 24.7 3458.0 ------------------------------------------------------------ Glass Infiltration: 396.0 17 .4 6890.4 4.0 1584.0 Glass Sub Totals: 396.0 16671. 6 19520.7 Componet-Type -----------Exposure ----R-Value--------Area ---Whtm ---Loss/Btuh---Shtm ---Gain/Btuh N/W C.B. - Int Insul Exterior 4.2 465.0 6.9 3208.5 2.9 1348.5 Wood Stud Exterior 11.0 1780.0 3.4 6052.0 2.0 3560.0 Wood Stud Adjacent 11.0 172.0 3.4 584.8 1.5 261.4 Insulated Core/Metal Exterior n/a 40.0 22.4 896.0 13.3 532.0 Insulated Core/Metal Adjacent n/a 20.0 15.5 310.0 9.8 196.0 Door Infiltration: 60.0 17.4 1044.0 4.0 240.0 Slab on Grade 0 104.0 30.8 3203.2 0 0 Raised Wood - Adjacent 11.0 517.0 3.2 1654.4 0 0 Open Beam Ceiling 30.0 1078.0 11.7 12612. 6 6.1 6575.8 Open Beam Ceiling 19.0 344.0 11.7 4024.8 6.1 2098.4 7 SCM I No )Z), S EV�j C-R-1 TAP' - s Citv of Atlantic Beach *?�# CUSTOMER RECEIPT * Oper: DSMITH Tvpe: OC Drawer: 1 Date: 10/26/04 01 Receipt no: 6549 Descriotion Quantity Amount 2004 28905 BP BUILDING PERMITS 1.00 $1200.00 Tender detail CK CHECK 7781 $1200.00 Total tendered ;1200,00 Total payment 31200.00 Trans date: 10/26/04 Time: 16:06:23 A�CA rLy` ICI t� ��c ry-s �- ,�� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028905 Date 1/26/05 Property Address . . . . . . 2377 SEMINOLE RD Tenant nbr, name . . . . . . SHORT SEWER TAP Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --------------- - --- --- ------------------------ CLADDAGH CONSTRUCTORS, INC. 3997 AMERICA AVE JAX BEACH FL 32250 (904) 241-1012 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/23/04 Valuation . . . . 0 Expiration Date . . 2/20/05 -- ------------------------- ---------- --------------------------------------- Other Fees . . . . . . . . . SEWER TAP FEES 1200 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1200 . 00 1200 . 00 . 00 . 00 Grand Total 1200 . 00 1200 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL United Electric Company of Jacksonville 5716 St Augustine Road Jacksonville F132207-8099 Ph 904.731.4210 fax 904.731.5311 Inspection Department City of Atlantic Beach November 8, 2004 Dear Sir: We respectfully request that temporary power for the address listed below be cut on for a period of thirty(30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the certificate of occupancy, and the approval and completion of the job. Yours truly, John E m,Jr. United Electric Company of Jacksonville Project name: Robert Van Cleve's two family residences Address: 2377&2379 Seminole Road Permit# 03 —00025680&03-00025681 Sworn and subscribed before me this 8*day of November. P12LAA ` :; ::°v° RONALD P.SHORT (Notary Public) MY COMMISSION#DD 189251 Z -Z 00 7 EXPIRES:July 2,2007 My commission expires y BwdWThruNodryPw*untloiwrft= United Electric Company of Jacksonville 5716 St Augustine Road Jacksonville F132207-8099 Ph 904.731.4210 fax 904.731.5311 lnspection Departaxid City of Atlantic Beach November 8,2004 Dear Sir: We respeeMy request that temporary power for the address listed below be cut on for a period of thirty(30)days for testing Purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the certificate of occupancy, and the approval and completion of the job. Y urs truly, linE Jr. United Electric Company of Jacksonville Project name: Robert Van Cleve's two family residences Address:2377&2379 Seminole Road Permit# 03 `00025680&03-00025681 Sworn and subscribed before me this 8`h day of November. (Notary Public) _ K MY COWSSION#DD 189251 My commission expires y 7 ��^N % ZO'd SO:6 bOOZ 6 AON -i�z-t�06 xe3 00 OI2110313 G31INn ell Cityy of Atlantic Beach *** CUSTOMER RECEIPT Oper: DSMITH Type: OC Drawer: 1 Date: 1/21/84 01 Receipt no: 28394 Description Quantity Amount BP L0BU03ILDING PERMITS 1.88 $35.08 Tender detail CK CHECKS 7398 $35.08 Total tendered $35.08 Total payment $35.00 Trans date: 1/21/04 Time: 16:15:03 • .. : '.ice=��1r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 =a INSPECTION PHONE LINE 247-5826 �Jt Application Number . . . . . 03-00025680 Date 7/22/03 Property Address . . . . . . 2377 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194RADON, 2711SCH Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------------------ ------------------------ VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 -------- -------------------------------------------- ------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240VOLT Sub Contractor UNITED ELECTRIC CO. OF JAX Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 I Grand Total 105 . 00 105 . 00 . 00 . 00 1 i l BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �scl16 6e CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: Td I -20o-3 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICI-1 ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: fro bt r� K,4 ClP�t ADDRESS:x377 5&""-"l Oil K2tA RFD BOX_ BLDG. SIZE BETWEEN: RES.(1-�APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(,<-`OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( REPAIR CONDUCTOR SIZE p AMPS: g-04 COPPER( ALUM. FEES a O SWITCH OR BREAKER On AMPS PH 3 W VOLT RACEWAY 3 EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVANO. IKVA MOT NO.NEON TRANSF. NO VA MA OR SIZE I SWITCH I FLASHERS EACH SIGN Updated 5/20/2002 \C, w J�� , CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025681 Date 7/22/03 Property Address . . . . . . 2379 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194 RADON, 2711 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------------------ ------------------------ VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ------------------------------------- --------------------------------------- Permit ELECTRICAL PERMIT Additional desc NEW 200AMP, 1PH, 3W, 240VOLT SVC Sub Contractor UNITED ELECTRIC CO. OF JAX Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 r t 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. I' BUILDING OFFICIAL CITY OF ATLANTIC BEACH FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: a l 20 03 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: n - MASTER ELECTRICIAN_ SIGNATURE: OWNERS NAME94 Frk Uc�-� C'Qv e- ADDRESS: �3 7g semi no C ;,RFD BOX_ BLDG. SIZE BETWEEN: RES.( ( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( IK'OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( REPAIR( CONDUCTOR SIZE . o AMPS: Z 0'2 COPPER( ALUM. FEES -L919 2 L/ O SWITCH OR BREAKER AMPS � PH 3 W VOLT RACEWAY 3 � EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 1 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF, AIR H.P.RATING H P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA N0. IKVA NO.NEON TRANSF. NO I VA I MA MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5/20/2002 R CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j n ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027097 Date 10/23/03 Property Address . . . . . . 2379 SEMINOLE RD Tenant nbr, name . . . . . . FIRE SPRINKLER Application description . . . MECHANICAL ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ VAN CLEVE, ROBERT FIRE SPRINKLER SERVICES NE FLA 2379 SEMINOLE RD 4533 101 SUNBEAM RD. JACKSONVILLE FL 32257 (904) 262-1002 --------------------------- ----------------------------------- -------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 65 . 00 65 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL A-�1' DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 s1T. TELEPHONE: (904)247-5834 �= FAX: (904)247-5843 �� =� SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # C)3- 2-7091 Applicant: - rC '5Pl )1.jx-lame 7&(c— Address: JVC .Address: Proj ect: -;— t T✓ FZi Ip1 C Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: L✓i c e o�J Pi-,f-�,-, i �7e,OP . 17, Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works i Date / /K2//0 Signature Contractor Notified Date 111 /a�aa�Q3 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: i d -(�•-t� Owner of Property: �olocr-1 V Gc✓) C f ecle Job Address: 2 3 7 !E�C PK/�%d 1e " Contractor: !-V, r� tZ Cy 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. III. GENERAL INFORMATION A Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS O Gas: _LP _Natural _Central Utility BUILDING OR SITE?�S ❑ Oil O Other—Specify IF YES,GI}(V��j � UMj � TRUCTION PERMIT ((JJ IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED CT Residential or Commercial IS New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed _Central _Floor ❑ Replacement of existing system O Air Conditioning: Room Central �New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfin Cl Other-Specify O Refrigeration ❑ ooling tower: Capacity m M Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) O Unfired pressure vessel Permit Approved by Date O Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity .Approving (Tons) Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fax:(904)247-5845• http://www.cLatiantic-beach.fl.us 1/14/03 Fire protection by Computer Design FIRE SPRINKLER SERVICES OF NE FLORIDA Job Name : VAN CLEVE TOWNHOMES Building _ Location : ATLANTIC BEACH. FLOR DA System : X3761 SG,+i,1+-0 to rZA Contract Data File : 158_WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE SPRINKLER SERVICES raye JAN CLEVE TOWNHOMES Date HYDRAULIC DESIGN INFORMATION SHEET lame - VAN CLEVE TOWNHOMES Date - 10/14/03 Location - ATLANTIC BEACH. FLORIDA 3uilding - System No. - 'ontractor - Contract No. - 3alculated By - JOHN SWANSON Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 25 DCCUPANCY - TOWNHOME 3 Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( ) 4 ( ) 3 ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - N/A Gpm Sprinkler or Nozzle S Additional Flow Added - N/A Gpm Make CENTRAL Model LFII I Elevation at Highest Outlet - 25 Feet Size 1/2 K-Factor 4.9 G Note: Temperature Rating N Calculation Gpm Required 26 Psi Required 44 At Test Summary C-Factor Used: Overhead 150 Underground N/A W Water Flaw Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 55 Elev. R Residual (Psi) - 52 Other Well Flow (Gpm) - 15 Proof Flow Gpm S Elevation - P Location: AT HOSE BIB NEAR CONNECTION P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 IDIOM wla noon 2: 1F- til 1 1 1 at n �n e� � ny r� � x� t— �' w 7d ED l< t-' to N s,s p asn � Ft O O ® O O O N Lo (® ® rt ro ® 0 0 0 0 0 © Is 0) �g 0-Q-F'- r r Z Iv 0) 1 s o r O r s✓w✓ro ei ® O ~ ti In711 N ® C- EO EO °€3 p ip ® o ® m C3 X til inUrC H ¢r� (r(D [� O .. Cpu CA ® G] CSa ypn � air ® Lo O wH O QD alt O N-" x-r M O E CD p O 6 > h, �s z G i � O O Ern O CD O N N X 1 1 1 1D 00 to in (D V' IID (O rt rt-„ rte+ (D (D (® (D 0) C ^ ;71 r ^vro 1D ® Q ® O -- ¢'µli Ol- ® ® - O O •_ ®.P .91 A UI O p G]cDo (�> �C) O N--6 'IRE SPRINKLER SERVICES rayc Y TAN CLEVE TOWNHOMES Date •Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 25 4.9 7 na 12.96 .05 256 7 2 25.5 K = K @ 2 7.63 na 12.96 3 25.5 K = K @ 2 8.74 na 13.88 4 25.5 16 na TOR 3 37.02 na TEST 0 44.03 na Che maximum velocity is 14.03 and it occurs in the pipe between nodes 3 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1KE 6ehI AlInn onnvl�,ao AN CLEV9 TOWNHOMES Date yd. Qa. Ilia. Fitting Pipe: Pt Pt ef. I.C.1 or Ftng's Pe Pv ******* Notes ****** ain.t Qt PfJUL Eqv.. Ln.. Total gf Pn. 1 12.96 0.884 1T 8.511 1.000 7.000 K Factor = 4 .9 to 150 8.511 -0.217 2 12.96 0.0888 9.511 0.845 Vel = 6.775 12.96 7.628 K Factor = 4.69 2 12.96 .884 12.500 7.629 K Factor @ node 2 to 150 3 12.96 0.0888 12.500 1.110 Vel = 6.775 3 13.88 .884 lE 4.256 8.500 8.739 K Factor @ node 2 to 150 1T 8.511 12.767 21.267 7.263 Vel = 14.030 4 26.84 0.3415 4 1.109 5E 3.962 60.000 16.002 to 150 2T 9.906 99.622 11.276 Vel = 8.915 TOR 26.84 0.1132 TOR 1.38 2B 3.000 37.023 to 120 lE 3.000 9.000 6.299 Fixed loss = 5 TEST 26.84 0.0590 1T 6.000 12.000 0.708 Vel = 5.757 26.84 44.030 K Factor = 4.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CITY OF ATLANTIC BEACH 1l 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 F INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027096 Date 10/23/03 Property Address . . . . . . 2377 SEMINOLE RD Tenant nbr, name . . . . . . FIRE SPRINKLERS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - -- ----- ----------- --- - -- -------------- --------- VAN CLEVE, ROBERT FIRE SPRINKLER SERVICES NE FLA 2377 SEMINOLE RD 4533 101 SUNBEAM RD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-1002 -------------------- ------------------------- -------------------- ----------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NOTE : WATER PRESSURE FROM THE ATLANTIC BEACH WATER PLANT IS 52 PSI - RECOMMEND A 1 . 5" SERVICE & BACKFLOW PREVENTER, THEN REDUCE TO A 1-INCH. - BACKFLOW PREVENTER MUST BE REDUCED PRESSURE ZONE TYPE . - BACKFLOW PREVENTER MUST BE TESTED BY ` A CERTIFIED TESTER & A COPY OF THE RESULTS SENT TO PUBLIC UTILITIES . Fee summary Charged Paid Credited Due ------------ ----- ---------- --- ------- ---------- --- ------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 65 . 00 65 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL DEPARTMENT ANDPIPERLIWORKS LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX: (904)247-5843 J, v SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03 - 2 709 Applicant: I�-1 F2E NKJ. 2 1 C QE EL Address: 2 Scen i n d t Project: — � _ i'1 In f l-S Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the 1following items need attention: 77S, 09 rr / Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Ko y, P.E., Direc of Public Works Date Signature Contractor Notified Date -a--)Lo3 r CITY OF ATLANTIC BEACH r) MECHANICAL PERMIT APPLICATION Date: 10 —15 d..3 Owner of Property: f"e r-f- Van n (f t e✓ P Job Address: `Z '3 7 7 S P rti A w (e- / ,17( Contractor: 11" 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. III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? Vifl ❑ Oil ❑ Other-Specify IF YES,GIVE NU�ER OFF CQISTRUCTION PERMIT -2.5 (moo V IV. MECHANICAL EQUIPMENT TO BE �ATURE OF WORK — Residential or Commercial INSTALLED !�New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed _Central _Floor ❑/Replacement of existing system El Air Conditioning: Room Central U New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacitycfrn ❑ Other-Specify ❑ Refrigeration ZCooling tower: Capacity in Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800•Fix:(904)247-5845• httu://www.cLatlantic-beach.fl.us 1/14/03 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025680 Date 10/02/03 Property Address . . . . . 2377 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194RADON, 2711SCH Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor -------------- ---------- ------------------------ VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ----------- -- ---- --- - ------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc 3 NEW HVACS Sub Contractor AIR SYSTEMS Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---- -- ---- ----- ----- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 143 . 00 143 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I• Street Address: 7'7 LOCATION OF Intersecting Streets:Between c-r;.1 47,1/ �'.,�- And BUILDING Sub-division II. INDENTIFICATION-To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood practice listed therein. Name of Mechanical Contractors Contractor Print) JAIR SYSTEMS OF FL Master Name of Property CAC058757 KENNETH ERIC CAVEND R Owner Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A Type of heating fuel: B. fa' Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: LP —Natural —Central Utility BUILDING OR SITE? ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. NATURE OF WORK MECHANICAL EQUIPMENT TO BE Residential or _ Commercial INSTALLED 9"' New Building (Provide complete list of components on�ack of this form) ❑ Existing Building 3� Heat _Space —Recessed ✓Central —Floor C] Replacement of existing system t3' Air Conditioning: Room ✓'en�l New Installation(No system previously installed) Ll Duct System: Material/t' i- �hickness�' �� ❑ Extension or add-on to existing system Maximum capacity ctin ❑ Other- Specify ❑ Refrigeration _ ❑ Cooling tower: Capacity 1'Dm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units DescriptioA, Model Number Manvfartnrer Capacity Approving (Tons) Agency HEATING-FURNACES,BOILERS,FIREPLACES Numbpr Units Description Model Number Manufacturer Capacity Approving BT A enc v G 3c r+ -y/ Lv_v�watc Coca j r/vZ7a 3 C/Lt TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency w 'I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 5 INSPECTION PHONE LINE 247-5826 S�t31� Application Number . . . . 03-00025681 Date 10/02/03 Property Address . . . . . . 2379 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194 RADON, 2711 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 200000 Owner Contractor - - ------ ----------------- ------------- ---------- VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ---------------- ------------------------------ -------------- -------- Permit . . . . . . MECHANICAL PERMIT Additional desc 3 NEW HVACS Sub Contractor AIR SYSTEMS Permit Fee . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ------ Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 143 . 00 143 . 00 . 00 . 00 t BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections 1, II, III, and IV. I, Street Address: 3 c-' .-w C /' LOCATION OF Intersecting Streets:Between-Z---' And ; BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor(Print) AIR SYSTEMS OF FL Master Name of Property CAC058757 KENNETH ERIC CAVEND R Owner Signature of Owner l Signature of Or Authorized Agent lTy� Architect or Engineer IN. GENERAL INFORMATION A Tf heating fuel: B. E3' Electric IS OTHER CONSTRUCTION BEING DONE ON THIS C3 Gas: LP _Natural _Central Utility BUILDING OR SITE? tz S ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. NATURE OF WORK MECHANICAL EQUIPMENT TO BE p/ Residential or _ Commercial INSTALLED C" New Building (Provide complete list of components on back of this form) ❑ Existing Building 9— Heat _Space _Recessed ✓C`entral _Floor ❑ Replacement of existing system 9' Air Conditioning: R m --Central C" New Installation(No system previously installed) ❑ Duct System: Material/`e' <j44a..'hicIcness/2�L' ❑ Extension or add-on to existing system Maximum capacity c&n ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity RPm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving L Tons Agency HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving 'I Agency !1 Gla c7�-3 L�Ylit.0 a3 GU 3�, — / L� nKox 3�% ooO TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency "I SS CITY OF ATLANTIC BEACH I J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025680 Date 6/26/03 Property Address . . . . . . 2377 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194RADON, 2711SCH Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor - ------------------------ ----------------------- VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. , INC . Permit Fee 168 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/26/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 J BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ri SSU 3- r _ CITY OF ATLANTIC BEACH fY. lyib;.'elY.:tr V� PLUMBING PERMIT APPLICATION D te: Job Address: Owner of Property: -�U� Telephone: Plumbing Contractor: CL 5c)(4 L `J G Contractors Address: Lo � Oct] Telephone: W__ z 4 Fax: State License Number: How many of the following fixtures (re-piped or new): Sinks Showers ___ ___Water _J_ 3___�Lavatory Water Heaters 2 Hose Bib Bathtubs I Dishwashers ____1 _Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: l Q x $7. + $35.00 = .dy (Minimum Permit Fee: $35.00) Signature of Contractor: Installation of plumbing andures must be/in accordance with the most recent edition of the Southern Standard Plumbing de. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.cLatlantic-beach.fl.us Revised 1/14/03 � J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J . ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025681 Date 6/26/03 Property Address . . . . . . 2379 SEMINOLE RD Tenant nbr, name . . . . . . TH, 2194 RADON, 2711 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------------------ ------------------------ VAN CLEVE, ROBERT CLADDAGH CONSTRUCTORS, INC. 2375 SEMINOLE ROAD 223D SOUTH STREET ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-5922 (904) 241-1012 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. , INC. Permit Fee . . . . 168 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 12/26/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL asc��l J� CITY OF ATLANTIC BEACH s� " PLUMBING PERMIT APPLICATION Date: j Job Address.S � `) q /Y Owner of Property: -�V� Telephone: Plumbing Contractor: Neu -sops P(- L- `' G Contractor's Address: Wqs, / C� c• Qin Telephone: 0 { ' z b 2 Fax: ��— �2',3 State License Number: 3 '1 How many of the following fixtures (re-piped or new): Sinks Showers _Water J Lavatory Water Heaters Hose Bib Bathtubs I Dishwashers Sewer Urinals ( Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: l x $7. + $35.00 = 0 (Minimum Permit Fee: $35.00) Signature of Contractor: I A VV -� Installation of plumbing andures must be in accordance with the most recent edition of the Southern Standard Plumbing de. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Revised 1/14/03 Sent By: Claddagh Constructors, Inc.; 904 242 9344; Jun-9-03 10:01AM; Page 1/1 5 Mitt. RETURN Hook 11110 Pape 20 x41101 �- FLA.1977 Laws FS 713.13 NOTICE of comwNCEMENT To whom it may cc-„!ern: Th''•lndezu9ned heu by informs all c.utcern d th_•.t;her improvements will he made to certain real property and in accordance with SeLtior 11-3.13 of the Florida Statutes. The fallowing information is stated in this NOTICE of COMMENCEMENT. Description of the property; 2377 and 2379 Seminole Road Atlantic Beach,Florida 32233 Lot 1 of the Sand Dollar Subdivision as recorded in Plat book 47 page 49 as recorded in the current records of Duval County Florida General Description ofthe impmvementg; Construction of two new three story townhouses Owner; Robert and Sarah VanCleve 2375 Seminole Road Atlantic Beach,Florida 32233 Owner's interest in the improvement: Fee Simple Title holder(if any otherthan the owner): 14sne: 1 Contractor: Claddagh Constructors,Inc. 3997 America Avenue Jacksonville Beach,FL 32250 Surety(if any): Address: Amount of Bond S Larding Institution providing funds for ireproverna ts- Name•_ Address: Person wi'hin the state of Flaridn rf-ivnwm by thr p—..'rn Dnp�,•. .r Ctrl^-d^L:u::. may bC s:::r::d: Name Address. In addition to himself;the owner designates the following person to receive a copy of the Liener's Nolim as provided in seetinn 713.13 of the Florida Statutes. (fill in the owner's option) Name: Address: t�6031 �F reserved for recorderuse way's uuy 93123/B1@d 02t07e09 P” \x%tNkC. 1L1D oill JIM Fa�ACfiE$lN &Signiiiiin ign MM caw CMW tl ({ ��y21, a,•. _ Swn•n to and subscribed b ore mr this '7 • day of ,� HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Jun 09 2003 9:03am Last Transaction Date Time Toe Identification Duration Pales Rmh Jun 9 9:02am Received 904 242 9344 0:36 1 OK SL'l r"�. CITY OF ATLANTIC ROAD BEACH J 800 SEMINOLE ATLANTIC BEACH,FLORIDALINE L 47 5826 ' 32233 INSPECTION PHO .•�f J;31�r- 03-00025680 Date 5/05/03 Application Number - 2377 SEMINOLE RD Property Address TH, 2194RADON, 2711SCH Tenant nbr, name TWO FAMILY RESIDENCE Application description TO BE UPDATED Property Zoning 200000 Application valuation Contractor Owner ___ _ ------------------------ _ INC. ------------ CLADDAGH CONSTRUCTORS, VAN CLEVE, ROBERT 223D SOUTH STREET 2375 SEMINOLE ROAD NEPTUNE BEACH FL 32266 ATLANTIC BEACH FL 32233 (904) 241-1012 --------_--_ (904) 241-5922 ---------- -----Permit . . . . . . BUILDING PERMIT Additional desc • . Plan Check Fee 397 . 50 Permit Fee 795 . 00 200000 Valuation _____ Issue Date 54 _ -------------- Other Fees . . CITY RADON SURCHARGE 325 . 00 CAPITAL IMPROVEMENT 12 . 19 ST CONSTRUCTION SURCHARGE 1 . 35 AB CONSTRUCTION SURCHARGE 10 .42 STATE RADON SURCHARGE 1250 . 00 SEWER IMPACT FEES 530 . 00 WATER IMPACT FEE WATER CONNECT/TAP & METER 525 . 00 35 . 00 WATER CROSS CONNECTION Credited Due Fee summary - Charged Paid . 00 795 . 00 795 . 00 - ------------ ---- ---- . 00 Permit Fee Total 397 . 50 . 00 . 00 Plan Check Total 397 . 50 00 . 00 Other Fee Total 2689 . 50 2689 . 50 00 . 00 Grand Total 3882 . 00 3882 . 00 THIS WORK BUILDING MATERIAL,RUBBISH EITAN DEBRIS FROM OR OR OWNER. - UST NOT BE PLACED( FAILURE TO COMPLY WITH PUBLIC CONSTRUCTION LIEN LAW CAN Up AND HAULED AWAY ISSUED ACCORDING TO PLAN RESULT IN THE PROPERTYRSNGTWICE FOR BBIDOFAPPLICCABLE PROSONS O LW. wtflCH ARE PART OF THIS P DSUBJECT ON FOR VIOLATION RI iii.DING OFFICIAL CITY OF ATLANTIC BEACH PERMIT/CALCULATION SHEET Address c2 A�2a TD L-3 f o 0 S R- Date F, Heated Square Footage @ $ per sq ft = $ Garage/Shed @ per sq ft = $ Carport/Porch @ ,� � per sq ft = $ L Deck � $_ per sq ft = $ Patio �$ per sq ft = $ TOTAL VALUATION: $-1°0 .600 'goo/ Oa CD 2160 $ 60, ToM Valuation Uation 1st $ 0 O 30 Zu $ Remaining Value S3 per thousand or portion thereof TOTAL BUILDING FEE $ D i + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ lI S 1 WATER IMPACT FEE $ 5 SEWER IMPACT FEE $ WATER METER/TAP $ �-2- CAPITAL IMPROVEMENT $ 2T SEWER TAP $ 0 RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (;-�11 ) SURCHARGE . 0050 j 2. OTHER $ / GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: WATER IMPACT FEE WORK SHEET ADDRESS:_ 317 S�=yt i A; CLF_ I a Q^1) rF\y S E DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, ?? v bidet, and bathtub or shower 6 J 0 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Z Drinking fountain 1/2 j Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or i dishwasher 2 Laundry tray (1 or 2 compartments) 2 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 3 0 s .000. .. City of Atlantic Beach• 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE Qa APPLICANT ADDRESS PHONE: ADDRESS WHERE WORK IS TO BE PERFORMED -- 3 -7 LEGAL DESCRIPTION: BLOrCK NUMBER LOT NUMBER_ZONING DISTRICT I CONTRACTOR r e rl`�° 1 STATE LICENSE NUMBER ADDRESS S . (.:i5r. PHONE Q 4 1 _ 1 0 i l _, CITY N-�-� h°LSTATE ��— _ ZIP � FAX @,4 a 16EC ROPO ED /AND WORK TO BE DONE t�.l1 1 PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION G D Is this an addition? If yes,what are the dimensions of the added space: feet by , C feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? to entity Is approval or Homeowner's Association or other pnva y required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1.4 Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.). The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Se ti 4a ,. , L 32233 Tel (904)247-5826 it rc:� j 01/02/02 i' � 8 _ +'? Cil f 01 Atlantic l;�lch Q,Tiv".c:.e.nJ and LJ�Ii�-1 Ford, Don From: Showman, Lisa Sent: Thursday, August 22, 2002 7:48 AM To: Ford, Don Cc: Kaluzniak, Donna; Kosoy, Robert Subject: FW: 2375 Seminole Rd. Routing #204 Follow Up Flag: Follow up Flag Status: Flagged Don --Our comments on the re-submittal dated May 21, 2002 were as follows: PW: 1. Provide impervious calculations. 2. Provide access to property. 3. Provide proposed grading plan at 1' contours by a Florida licensed land surveyor. Pu: 1. Water and sewer is available. 2. RPZ backflow preventer required if irrigation system or double check backflow preventer if fire suppression system is installed. Back in May we were forwarding our comments to your department, not the applicant. Has this applicant been instructed to provide the above information? We have not received any revised plans or grading survey, as requested. -----Original Message----- From: Kaluzniak, Donna Sent: Thursday,August 22, 2002 7:41 AM To: Showman, Lisa Subject: FW: 2375 Seminole Rd. Routing #204 Lisa, are we holding this one for any reason? I don't recall doing so. -Donna -----Original Message----- From: Ford, Don Sent: Thursday,August 22, 2002 7:32 AM To: Kaluzniak, Donna; Kosoy, Robert; Doerr, Sonya Subject: 2375 Seminole Rd. Routing #204 Does anyone have comments, holds, or any other reason not to issue the permit for 2375 Seminole Rd.? It is a duplex townhouse project that has been in the system since 2-28-02. Don 1 Schlueter, Jennifer From: Showman, Lisa Sent: Tuesday, October 08, 2002 8:17 AM To: Schlueter, Jennifer Subject: RE: Jenny, I believe we do. They need to submit impervious calculations, provide access to property (gates were locked and Phil noted there looks like there could be a potential flooding problem), and provide a proposed grading plan at 1, contours by a Florida Licensed Land Surveyor. I have no record of receiving any of these items in order the PW could approve the application. PU has approved it. Their comments were that water and sewer is available, and RPZ backflow preventer required if irrigation system or double check backflow preventer if fire suppression system is installed. -- Lisa -----Original Message----- From: Schlueter,Jennifer Sent: Monday,October 07,2002 5:01 PM To: Showman, Lisa Subject: Lisa, Do you guys still need any info on 2377 Seminole Rd. and 2379 Seminole Rd. for the Van Cleve townhouses? There is a note on them from Pat from August stating hold for Public Works. Do you know if PU and PW have approved them? They were number 204 in the old routing system. Thanks! Jenny 1 'In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work p being performed. Scale of drawings sfibuldbe sufficient to depict all required information in a clear and legible manner. -�.lb�� ✓I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. V'4. If required by the Department of Public Works, a pre-construction topographical survey. %15. Any significant environmental features, including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL IINFOORMATION PROVIDED WITH THIS APPLICATION ISS CORRECT. SIGNATURE OF OWNER DATE r �00 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR C/ /i/ -- DATE l LZ- ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE d�"1 - 5 a FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS v DAY OF d STATE OF FLORIDA,COUNTY OF DUVAL GEORGIA A.HORN NOTARY'S SIGNATURE MY COMMISSION#DO 030526 �,•.• '- EXPIRES:June 3,2005 "d:`` Bonded Thru Notary Public Undarwrbre AS T 7- ff�ro �ientification Type of identification produced AS TO CONTRACTOR: ersona Produced identification „llllllll ��••. GEORGIAA.HORN Type of identification produced :` MY COMMISSION#DO 030526 EXPIRES: � �5 6oThhuNNPi�Underwriters Pfk CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24687 Address: 2377 SEMINOLE ROAD Permit Type: TOWNHOUSE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: B Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: 200,000.00 OWNER INFORMATION Date Issued: 8/22/2002 Name: VAN CLEVE Total Fees: 3,844.53 2375 SEMINOLE ROAD Amount Paid: 3,844.53ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/22/2002 P j9 -2333 Work Desc: CONSTRUC - OW O E P 2 GH 2711 CONTRACTS APPLICATION FEES CLADDAGH CONSTRUC S, IN = PERMIT1,155.00 WATER IMPACT FE 530.00 kr SEWER IMPACT FEE 1,250.00 WATER METER 525.00 ADON GAS-H.R.S. 10.42 DON CAB 5% 0.55 APITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 12.20 100 V11114, ;S CHARGE/ATL.BCH. 1.36 specugns,FRequire � J NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS,-0RIOR TO I PECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED,I PUBLIC SPACE, AND MUST BE CLEARED UP Ak),HAULECKAWAYIBYZITHER CONTRA TGR OR OWNER "FAILURE TO COMPLY WITH, HN:�IP(NAIMP"MENTS"T� LI N LAW CAN RESULT IN THE PROPERTY OWNER PAYING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. Harris, Patricia From: Ford, Don Sent: Thursday, August 22, 2002 7:55 AM To: Harris, Patricia; Schlueter, Jennifer Subject: FW: 2375 Seminole Rd. Routing #204 Follow Up Flag: Follow up Flag Status: Flagged Pat &Jennifer, Do either of you know if the contractor has been notified of the comments on this project? If not please notify him immediately. Don -----Original Message----- From: Showman,Lisa PW: Sent: Thursday,August 22,2002 7:48 AM To: Ford,Don 1. Provide impervious calculations. Cc: Kaluzniak,Donna; Kosoy, Robert 2. Provide access to property. Subject: FW: 2375 Seminole Rd.Routing # 3. Provide proposed grading plan at 1' 204 contours by a Florida licensed land Don -- Our comments on the re-submittal surveyor. dated May 21, 2002 were as follows: PU: 1. Water and sewer is available. 1 2. RPZ backflow preventer required if irrigation system or double check backflow preventer if fire suppression system is installed. Back in May we were forwarding our comments to your department, not the applicant. Has this applicant been instructed to provide the above information? We have not received any revised plans or grading survey, as requested. -----Original Message----- From: Kaluzniak,Donna Sent: Thursday,August 22, 2002 7:41 AM To: Showman,Lisa Subject: FW: 2375 Seminole Rd. Routing# 204 Lisa, are we holding this one for any reason? I don't recall doing so. -Donna -----Original Message---- From: Ford,Don Sent: Thursday,August 22,2002 7:32 AM To: Kaluzniak,Donna; Kosoy,Robert; Doerr,Sonya 2 Subject: 2375 Seminole Rd. Routing #204 Does anyone have comments, holds, or any other reason not to issue the permit for 2375 Seminole Rd.? It is a duplex townhouse project that has been in the system since 2- 28-02. Don 3 rrom. . UALr t7v41 044-v4ui io:Matt rennen uate: jt iuiut nine:y:Jo:00 HM Page l of`J' REC-Efther".9 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE ^' FOR BUILDING CONSTRUCTION Atlantic Qeach Florida Department of Community Affairs Buliding and Zoning Residential Whole Building Performance Method A Project Name: CLAD2180 Builder: CLADDAGH CONST. Address: Lot: , Sub: , Plat: Permitting Office: ATLANTIC BEACH City, State: , 17L*-7> 1944jyJ Permit Number: Owner: k4agr7- LJ41- Ctx✓c Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:46.5 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ftp) 2180 ftz c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 396.0 ftz - a. Electric Heat Pump Cap:47.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ftz - HSPF:7.50 - d.Tint/other SHGC-double pane 0.0 ft' b. N/A _ 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,104.0(p)ft - c. N/A - b. Raised Wood,Adjacent R=11.0,517.02 - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:65.0 gallons - a. Concrete,Int Insul,Exterior R=4.2,465.0 ft' - EF:0.88 - b. Frame,Wood,Exterior R=11.0, 1780.0 ft' - b. N/A _ - c. Frame,Wood,Adjacent R=l 1.0,172.0 ft' - - d. N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,1078.0 ft= - 15. HVAC credits - b. Under Attic R=19.0,344.0 ftz - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup.Unc. Ret:Con. AH:Interior Sup.R=6.0,200.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 33676 PASS Total base points: 34573 I hereby certify that the plans and specifications covered Review of the plans and ger-sT by this calculation are in compliance with the Florida specifications covered by this tiO4 - 9TF Energy Code. calculation indicates compliance y ',,,;° with the Florida Energy Code. PREPARED BY: Craig Daly Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy ode. Florida Statutes. Oo wr,. OWNERIAGENT: BUILDING OFFICIAL: DATE: L DATE: EnergyGauge®(Version: FLRCPB v3.2) From:C.DALY (904)6420401 To:Matt Fennell Date:3/18/02 Time:9:35:36 AM Page 3 of 9 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2180.0 20.04 7863.7 Double,Clear S 1.3 5.0 48.0 34.50 0.84 1388.1 Double,Clear S 1.3 4.0 4.0 34.50 0.78 107 1 Double,Clear W 1.3 5.0 24.0 36.99 0.90 800.2 Double,Clear W 1.3 5.0 50.0 36.99 0.90 1667.0 Double,Clear W 1.3 5.0 15.0 36.99 0.90 500.1 Double,Clear W 1.3 4.0 8.0 36.99 0.85 251.3 Double,Clear N 1.3 5.0 50.0 19.22 0.93 894.7 Double,Clear N 1.3 4.0 4.0 19.22 0.90 69.2 Double,Clear E 1.3 5.0 45.0 40.22 0.90 1630.5 Double,Clear E 1.3 4.0 8.0 40.22 0.85 272.9 Double,Clear E 1.3 6.0 140.0 40.22 0.93 5252.0 As-Built Total: 396.0 12833.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 172.0 0.70 120.4 Concrete,Int Insul,Exterior 4.2 465.0 1.12 520.8 Exterior 2245.0 1.70 3816.5 Frame,Wood,Exterior 11.0 1780.0 1.70 3026.0 Frame,Wood,Adjacent 11.0 172.0 0.70 120.4 Base Total: 2417.0 3936.9 As-Built Total: 2417.0 3667.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 40.0 4.10 164.0 Exterior 40.0 6.10 244.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 60.0 292.0 As-Built Total: 60.0 196.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1078.0 1.73 1864.9 Under Attic 30.0 1078.0 1.73 X 1.00 1864.9 Under Attic 19.0 344.0 2.34 X 1.00 805.0 Base Total: 1078.0 1864.9 As-Built Total: 1422.0 2669.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 104.0(p) -37.0 -3848.0 Slab-OI-Grade Edge Insulation 0.0 104.0(p -41.20 -4284.8 Raised 517.0 -3.99 -2062.8 Raised Wood,Adjacent 11.0 517.0 0.70 361.9 Base Total: -5910.8 As-Built Total: 621.0 -3922.9 INFILTRATION Area X BSPM = Points Area X SPM = Points -2180.0 10.21 22257.8 2180.0 10.21 22257.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.2 uace:ai�uiu[ lime:9:35:36 AM FORM 60OA-2001 Page 4 of SUMMER CALCULATIONS Residential Whole Building Performance Method q - Details ADDRESS: Lot- , Sub: , Plat: PERMIT#: BASE AS-BUILT Summer Base Points: 30304.6 Summer As-Built Points: Total Summer X System = 37701.0 Points Cooling Total Multiplier Points Component X Cap X Duct X System X p Ratio Multiplier Credit = Cooling p Multiplier Mu (DM x DSM x AHU) ltiplier Points 30304.6 0.4266 12927 9 37701.0 1.000 (1.081 x 1.147x0.91) 0.284 37701.0 1.00 1.128 1.000 12098.7 0.284 1.000 12098.7 EnergyGaugeT"DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPS Q.2 Date:3/18/02 Time:9:35:36 AM FORM 60OA-2001 Page 5 of 9 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE GLASS TYPES AS-BUILT 18 X Conditioned X BWpM = Points Floor Area Overhang Type/SC t .18 2180.0 Double,Clear Ornt Len H9 12.7a Area X WPM X WOF= Point 4999.2 Double,Clear S 1.3 5.0 48.0 4.03 1.14 220.2 Double,Clear S 1.3 4.0 4.0 4.03 1.26 20.3 Double,Clear W 1.3 5.0 24.0 10.77 1.03 265.3 0 W 1.3 5. Double,Clear 50.0 10.77 1.03 W 1.3 5.0 552.7 Double,Clear 15.0 10.77 1.03 165.8 Double,Clear W 1.3 4.0 8.0 10.77 1.04 89.8 Double,Clear N 1.3 5.0 50.0 14.30 1.00 717.2 Double,Clear N 1.3 4.0 4.0 14.30 1.00 57.5 0 E 1.3 5. Double,Clear 45.0 9.09 1.04 425.3 Double,Clear E 1.3 4.0 8.0 9.09 1.06 77.1 E 1.3 6.0 140.0 9.09 1.03 1309.0 As-Built Total: WALL TYPES Area X BWpMPoints Type 396.0 3900.2 = Adjacent172.0 R-Value Area X WPM - 3.60 619.2 Concrete,Int Insul,Exterior - Points Exterior 2245.0 3,70 4.2 465.0 8306.5 Frame,Wood,Exterior 6.34 2948,1 Frame,Wood,Adjacent 11.0 1780.0 3.70 Base Total: 2417 0 11 0 172 6586.0 0 8925.7 As-Built Total: 3.60 6192 DOOR TYPES Area X BWPM = Points Type 2417.0 10153.3 Adjacent 20.0 1150Area X WPM = Points 230.0 Exterior Insulated Exterior 40.0 12.30 . 400 492.0 Adjacent Insulated 8.40 336.0 Base Total: 60.0 722.0 As-Built Total: 20.0 8.00 160.0 60.0 CEILING TYPES Area X BWPM = Points Type 496.0 R-Value Area XWPM X WCM = Under Attic 1078.0 2.05 2209.9 Under Attic Points Under Attic 30.0 1078.0 2.05 X 1.00 Base Total: 1078.0 19.0 3440 2.70 X 1.00 9282209.9 . 2209.9 As-Built Total: 928 g FLOOR TYPES Area X BWPM = Points Type 1422.0 3138.7 SlabR-Value Area X WPM - 104.0(p) 8.9 925.6 Slab-or-,Grade Edge Insulation - Points Raised 517.0 0.96 496.3 Raised Wood,Adjacent 0.0 104.0(p 18.80 1955.2 Base Total: 3.60 1861.2 1421.9 As-Built Total: 11.0 517.0 INFILTRATION Area X BWPM = Points 621.0 3816.4 -0.59 -1286.2 Area X WPM = Points 2180.0 -1286.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.2 2180.0 -0.59 -114 "Me:y:dbAM FORM 60OA-2001 page 6of9 WINTER CALCUL Whole Buildi ATIONS Residential ng Performance Method A - ADDRESS: Lot: , Sub: Details Pfat: , , , BASE PERMIT#: Winter Base Points: AS-BUILT 16992.6 Winter As-Built Points: Total Winter X System - Heating Points Multiplier Total PX Cap X 20218.4 Points Component Duct X System Ratio Multiplier X Credit = Heating Multiplier Multiplier Points 16992.6 0.6274 10661.1 202184 (DM x DSM x AHU)4 1 ° (1.060 x 1.169 x 0.93) 0.455 0 1 1000 10593.6 .162 0.466 1.000 10693.6 EnergyGauge TM DCA Form 600A-2001 Ener9yGau9e6/FIaRES'2001 FLRCPB v3.2 Date:3/18/02 Time:9:35:36 AM FORM 60OA-2001 Page 7 of 9 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: BASE WATER HEATING AS-BUILT Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total 4 Volume Bedrooms Ratio Multiplier 2746.00 10984.0 65.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + HeatingTotal + Hot Water = Cooling + Points Points Points Heating + Hot Water = Points Points Points Total 12928 10661 Points Points 10984 34673 12099 10694 10984 33676 E: PASS_ �O'j THE STgl P4 jo�u �! �c0D WE EnergyGaugei"DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.2 Date:3/18/02 Time:9:35:36 AM Page 8 of 9 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ails _ ADDRESS: Lot: , Sub: , Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area-.5 cfm/s .ft.door area. CHEC Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the to late. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings,penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate, attic access.EXCEPTION.Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURESmust be met or exceeded b all residences. COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 CHEC Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trapre uired. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readity accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeI DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.2 Date:3/18/02 Time:9:35:36 AM Page 9 of 9 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY --� CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82,7 The higher the score,the more efficient the home. Lot: , Sub: , Plat: , I. New construction or existing 2. Single family or multi-family New - 12. Cooling systems 3. Number of units,if multi-family Single family - a. Central Unit 4. Number of Bedrooms I - Cap:46.5 kBtu/hr _ 5. Is this a worst case? 4 - b. N/A SEER: 12.00 6. Conditioned floor area(ft2) Yes - - 7. Glass area&type 2180 ft2 c. N/A _ a. Clear-single pane - _ b. Clear-double pane 0.0 ft2 - 13. Heating systems 0.0 _ c. Tint/other SHGC-single pane 3 ft2 - a. Electric Heat Pump d. Tint/other SHGC-double pane 0.0 ft2 - Cap:47.0 kBtu/hr _ 8. Floor types 0.0 ftz b. N/A HSPF:7.50 _ a. Slab-On-Grade Edge Insulation - _ b. Raised Wood,Adjacent RR=I l o,517.0 2 - c. N/A R=11.0,517.Oft2 c. N/A - 9. Wall types 14. Hot water systems _ a. Concrete,Int Insul'Exterior - a. Electric Resistance b. Frame,Wood,Exterior R=4.2.465.0 ft2 - Cap:65.0 gallons _ c. Frame,Wood,Adjacent R=11.0,1780.0 ftz - b N/A EF:0.88 - d. N/A R=11.0, 172.0 ft2 - e. N/A - c. Conservation credits - 10. Ceiling types (HR-Heat recovery,Solar - a. Under Attic R=30.0, 1078.0 ft2 - DHP-Dedicated heat pump) b. Under Attic - 15. HVAC credits c. N/A R=19.0,344.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, - 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret:Con. AH:InteriorSu - PT-Prog�mable Thermostat, b. N/A P•R=6.0,200.0 ft - RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed _ , F �4 CHESptT based on installed Code compli t features. _ O Builder Signature: _ r Date: 7 p 2- x t� . • Address of New Home: 2-3 T ��iv�+LC City/FL Zip: f� !i c '�/A& COD we�� *NOTE:The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE Ener your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy G ge Rating.Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwwf f. Gauge ahng. information and a list of certified Raters.For information about Florida's Energy Efficiency Code For edufor Br ldtng Construction contact the Department of Community Affairs at 830/487-1824. EnergyGaugeO(Version: FLRCPB v3.2) Date:3/18/02 Time:9:40:58 AM * ResmanuJ(c) Version 3 * Page 1 of 3 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A, MANUAL J - EIGHTH EDITION (c) 1998 b ------------------ y A.C.C.A. ) ---------- project --- - ------ CLAD2180 -----"'----�-------___ lddress "'-------- NULL (Prepared by: :ity NULL State/Zip NULL I )wner NULL NULL 1 3uilder CLADDAGH CONST. ITEL: -(VAC Contr I FAX: -------------------------- Iemail: ------------------------ _______ Cond Floor Area = 2180 (Total Glass Area 396 = Conditioned Floor Area to Total Glass Area Ratio = 18.2% ----------- ----- ------------------ - * USA Climatic Conditions & Design-- esign Conditions- _____ - --------- * -- --------------------------------------------------------- -------------- Geographical Location ----"'--------------------- _ North Latitude / Elevation I Jacksonville AP, Florida 1 30° 29Ft. Above Sea Level Outdoor Winter Dry Bulb Indoor Winter Dry Bulb 1 32° 1 70° Winter Temperature Diff. Outdoor Summer Dry Bulb (wTd) 1 38° Outdoor Summer Wet Bulb 1 99° Outdoor Summer Hum. Ratio Gr/Lb 1° 42 Indoor Summer Relaltive Hum. 1 50% Indoor Summer Design Gr/Lb. 1 49 Indoor Summer Dry Bulb 1 75° Summer Temperature Diff. (sTd) 1 190 -------------Summer-Daily Range 1 19° (Medium Deviation) --------------------- --------------------------- * HEATING SUMMARY * ------------------ ------------------------- COOLING SUMMARY * - .EMB * --------------------- ------------- 3UBTOTAL --------- ------------------------- 50261. 9 1 STRUCTURE SENSIBLE 1 OCCUPANTS 39332.8 + 1 APPLIANCES + 2900.0 I SUBTOTAL SENSIBLE _+ 1200.0 DUCT LOSS + 2513.1 1 DUCT GAIN 37932.8 TOTAL LOSS = 52775.0 1 TOTAL SENSIBLE _+ 3793.3 KECHANICAL VENT.- 50 CFM = 2090.0 1 MECHANICAL VENT.- 50 CFM 41726.1 I TEMP.SWING 3.00@ 950 1045.0 MINIMUM EQUIPMENT LOSS -----------------54865_0- I MINIMUM EQUIPMENT SENSIBLE x 1.0 ----------------------- 42771.1 ?0% OVERSIZE LOSS I-------------------------------------------- 10973.0 1 20% OVERSIZE SENSIBLE :QUIPMENT LOSS + 54865.0 1 EQUIPMENT SENSIBLE 8554.2 MAXIMUM EQUIPMENT LOSS - 65838.0 I MAXIMUM EQUIPMENT SENSIBLE + 42771.1 •----------------------------------------------- -------------------------------------------- = 51325.3 I------------------- _____ _ I TOTAL LATENT = 6417.3 1 EQUIPMENT SENSIBLE 42771.1 ----------------------------------------------- I-EQT.SENSIBLE + LATENT 49188.4 --------------- __ ---------------- * AIR FLOW FACTORS * ----- ---------------------------- EATING FACTOR (BTUH/CFM) _ - _ -------------------- �_'ATING CFM _ 34 .5 1 COOLING FACTOR (BTUH/CFM) - 1588.2 1 COOLING CFM - 17.3 ---------------------------------------- ------------------------------------------2267.8 = * EQUIPMENT SELECTION * --- ------------------------------ ------------- �T. MANUF -------------- --------- f MOD # I SENSIBLE CLG - (BTUH) U MOD # I LATENT CLG I TOTAL CLG (BTUH) ATING INPUT (BTUH) I TONAGE (BTUH) ATING OUTPUT (BTUH) I (S)EER ATING CFM JE/HSPF (BTUH) I COOLING CFM I TYPE 18/02 Calculation Procedureste:3/ B C�Time:9 :40:58 nM Page 2of3 I 1----------------------------Procedure A Winter Infiltration HTM 11. Winter Infiltration CFM p ---- Air Changes Envelope Evaluation ---------------------- . 651g per hour x 17440 Cubic ft. #3 (Very Good) --► x .0167 _ 12. Winter Infiltration Btuh 189.3 CFM I 1 I 1.1 x 189.3 CFM x 38 Degrees Winter TD I 1 3. Winter Infiltration HTM 7913.2 BTUH I 7913.2 Btuh / 396 Sq-Ft of total Glass & Doo I r areas I = 20.0 HTM 1 I I I I----------------------- Procedure B Summer Infiltration HTM I ------------------------------- _______ 11. Summer Infiltration CFM p -------------- _______ I Envelope Evaluation 3 - I .3 Air Changes per hour x 17440 Cubic ft. x .0167 (Very Good} --------I I I 1 2. Summer Infiltration Btuh 87'4 CFM i I 1.1 x 87.4 CFM x 19 Degrees Summer TD 1 _ I 1 3. Summer Infiltration HTM - 1826.1 BTUH I 1826.1 Btuh / 396 Sq- Ft of total Glass & Door areas I I 4.6 HTM I I 1--------------- Procedure C Latent Infiltration _ _ I ----------- _ __ _ _ ------------ 1 I 0. 68 x 49 grains difference @ 50 RH x 87 4 CFM ------------------------- I ---I 2911.3 BTUH i I Procedure D1 ----------------------------------------------------------------------------------------- Equipment Sizing 11. Sensible Sizing Load I Sensible Ventilation Load I 1.1 x 50 VENT CFM x 19 Degrees Summer TD I Sensible Load for Structure = 1045.0 BTUH I I Sum of Ventilation & Structure Loads + 34332.8 BTUH I Rating & Temperature Swing Multiplier (3.00@ 950) = 35377.8 BTUH Equipment Sizing Load - Sensible x 1.0 RSM I 2. Latent Sizing Load 35377.8 BTUH I Latent Ventilation Load 0. 68 x 50 VENT CFM x 49 differance Internal Loads = 230 Btuh x 8 = people 1666.0 BTUH I Infiltration Load from Procedure C + 1840.0 BTUH Equipment Sizing Load - Latent + 2912.2 BTUH 6417.3 BTUH I vale:J/lowc IIII IC.p.vvao MM • - Abbreveations rab'e Glass/Windows S.C.= Single Clear * g I S.T. = Single Tint I S.R. = Single Reflective D.C.= Double Clear I D.T. = Double Tint I D.R. = Double Reflective T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective Shdg= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height * Inside Shading * I Sc = Shading Coefficient N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades Whtm = Winter Heat Transfer Multiplier Other InfiltrationShtm = Summer Heat Transfer Multiplier ---------Infi -#'s_-I. -Sub-Standard/Poor-I-2_-Standard- I-3. -Better- I 4. .Excellent Building Componet Heat Loss & Gain Calculations Dir. --Ext.Shdg--Type-Shdg --OvHg--Botm---Hgt---Sc---Area- Whtm Loss/Btuh Shtm Gain/Btuh N -No Shdg Fctr D.C. R.S. 1.33333333333333 5.0 n/a 1.0 48.0 24.7 1185. 6 19. 6 940.8 N -No Shdg Fctr D.C. R.S. 1.33333333333333 4.0 n/a 1.0 4 .0 24.7 98.8 19. 6 78,4 E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 2. 6 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 21.4 8. 6 51.0 58. 6 E -Total Area D.C. R.S. 1.33333333333333 5.0 4 .0 1.0 24.0 24.7 592,8 1254.0 --------------------- _________________ -------------------- _ ___ _ E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 5.4 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 44.6 19' 6 105 6 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 50.0 24,7 58.6 2613.6 --------------------------------- 1235.0 -------------------- _______ ---------------------------- E -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 1. 6 E -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 13.4 19. 6 31.4 E -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 15.0 24.7 370,558.6 785,2 ------------------------ ---------------------------------- ____ E -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 E -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 19' 6 23.5 E -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24.7 197.6 58 6 398.5 ----------------------------------------------------- _ ____ S -All Shaded D.C. R.S. 1.33333333333333 5.0 4.0 1.0 50.0 24.7 1235.0 19.6 980.0 S -All Shaded D.C. R.S. 1.33333333333333 4.0 3.0 1.0 4.0 24.7 98 8 -------------- 19.6 78.4 ---------------------- ___________ ----------------------------- W -Shaded Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 4. 9 9. 6 W -Solar Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 40.1 58. 6 1. 6 96.0 W -Total Area D.C. R.S. 1.33333333333333 5.0 4.0 1.0 45.0 24.7 1111.5 2349. 9 --------------------- ---------------------- ----------------------- -Shaded Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 1.2 W -Solar Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 6.8 19' 6 23.5 W -Total Area D.C. R.S. 1.33333333333333 4.0 3.0 1.0 8.0 24 ,7 197.6 58.6 398'5 ---------------------- ----------------------------------- _____ W -Shaded Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 12.2 d -Solar Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 127.8 19'6 239'1 4 -Total Area D.C. R.S. 1.33333333333333 6.0 5.0 1.0 140.0 24. 7 345850 6 7489.1 ------------------------------ ------------------ ------------------ ass Infiltration: 396.0 17.4 6890.4 4.0 lass Sub Totals: 1584.0 396.0 16671. 6 19520.7 -------------------------------- ------------------------------------------------- ---------------------------------- ;omponet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh ----------------------------------------------------- ____ _____________ !/W C.B. - Int Insul Exterior 4.2 465.0 6.9 3208.5 2.9 ood Stud Exterior 11.0 1780.0 3.4 6052.0 2.0 1348.5 ood Stud Adjacent 11.0 172.0 3.4 3560.0 nsulated Core/Metal Exterior n/a 584.8 1.5 261.4 nsulated Core/Metal Adjacent n/a 40.0 22.4 896.0 13.3 532.0 20.0 15.5 310.0 9.8 oor Infiltration: 196.060.0 17.4 1044.0 4.0 lab on Grade 0 104.0 30.8 240.0 sised Wood - Adjacent 11.0 3203.2 0 0 517,0 3.2 1654.4 0 0 den Beam Ceiling 30.0 1078.0 11.7 12612.6 6.1 Den Beam Ceiling 19.0 344.0 11.7 6575.8 4024.8 6.1 2098,4 DEPARTMENT200 SANDPIPER PUBLIC J ATLANTIC BEACH, LOR 27--58343-4318 TELEPHONFAX: (904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # ;:376 or�girla/ aP��cQ�.oh svb�i��e� Z�ZB oz 6y /1?atf F��>✓l/ �Coh fi'ia'G far, Applicant: Address: 2,375 k- 6?I1�o% RV, Project: KaI7 Cleve lfe>-sidence ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Provi6lc slgned, sealed copy d�' ex1s71190 arad��!an Z Cle4r O 1'0005ed access car IQ4144 101� /0099, War—0k Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date -3WO--57 _ Signature Contractor Notified Date _ /7 63 Feb 26 03 08: 18a Information Systems 247-5845 P. 1 • .S rly At City of AtIantie Beach• 800 Se 04 l2Road 505 Atlantic http://www/ci-2ti2ntic-beach.fl-us Phone: (904)247-5800 FAX (. ) PERMIT APPLICATION GL�MIAND ALTERATIONS, vOVING OR DEMOLITION OF SINGLE-FAMILY O2 TWO-FAMILY CONSTRUCTION DATE y •`�` APPLICANT 1 I�-V �- ,� PHONE: ADDRESS ADDRESS WHERE WORK IS TO BE,PERk'ORMED � � �Y1 7,ONXNG DISTRICT LEGAL DESCRUPTION: BLOCK NUMBER LOT NUMBER, CON'T'RACTOR STATE LICENSE NUMBER a PIUONE x 14 1 — 101 AIIDRI�SS a - CITY I�I�. GTATE _ ZIP �Ja FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE � I,RESENT USE OF LAND OR BUILDING(S) C O VALUATION OF PROPOSED CONSTRUCTION __A� tl� feet b is this an addition? If yes,what arc the dimensions of the added space: y SNew electrical or increase in servicc'2 Will the added arca be heated and cooled? _ �1 ?eew fire lace'? New heating I air conditioning? _ T New plumbing fixtures? P Is approval or Homeowner's Association or other private entity required? -- I!'yes,please submit with this application PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide atl j information as apRropriate.) A Verify tonin designation and roper setbacks for the proposed construction. If you are unsure of this information, please S'fEP].W Y" 1; b p y designation, ave contact the Planning and Zoning Department at 904-247-5817_ In order to correctly verify zoning S n, Property Appraiser's Real Estate Number available. Department of Public Works to determine if a prc-construction or post STEP 2.f Contact the City of Atlantic Beach constriction i topographical Survey blit Works islocatedat 1200 Sandpiper 1it Department of AI-anc,Atlantic Beach,FL 32233icion must be Telephone; (904)t247-5$34 e STEP 3, Please submit Energy Code Forms, NOticc of COt�tinencemcnt, Owncr/Contractor Affidavit if owner is contractor, and four(4) cbmit Energy seta C construction eFor _plans to the Building Depa=eat, which is located at the Atlantic Beach City Hall, 800 ScqhpltL 3'2233 Telephone: (944)247-5826 1 4� M � n'�t•P.�r rr ' Ot/p^_!U2 Clef Oi A'tl�-ri1�IC {.,.:: C1'I Feb 28 03 08: 18a Information Systems 247-5845 p. 2 In addition to coustruclion and en„inecring detail, plans trust contain the fullowing information as appropriate for the type o,'-work • bruii,perfonued. Scale of drawings Shiiuid be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing rbc property boundary with bearin-s and distances and the legal description_ 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and squara footage. Identify any existing strictures and uses. 3. Existing and/or proposed driveways. ,/4. If required by the Department of Public Works,a pre-conImIction topographical survey. %15. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculatiuns. (Swimming pools may be excluded from total Impervious Surface.) 7. Other infommtion as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER _L �Im �X. DATE FC f QF) �')00 I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMMED THIS APPLICATION AND KNOW TI-IL SAME TO BE TRUE AND CORRECT, ALT. 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 TIIE ABOVE INFORMATION BEING TRUE AND CORRECT AND MAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS RY:QUIRI=D. Z / l SIGNATURE OF CONTRACTOR �� DATE �/�/d Z ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDVIG THIS APPLICATION (PI,EASF,PRINT) NAME MAILING ADDRESS -7 e 1�h 1C P,4 PIIONE ' .� ) Y .5 17t �J FAx - E-MAIL SWORN AND SUBSCRIBED BEFORE ME TI1IS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL Gt:0AGU1 A NQRN NOTARY'S SIGNATURE ;._ MY COMMISSION A DD 030526 EXPIRES;June 3.2005Ty WW Th.Nd■ry P��Jndwillw■ AST P ersonally known ennf aion Type of identification produced AS TO CON'T'RACTOR- crso Produced identification f"v�" GEORGIA A.HORN Type of identification produced � : k MY COMiMISSION 1 DD 030526 EXPIRE S:June 32005 C/02/0 �J';,•'� 8M�0■a Tlw Nw■ry P—VnQ4.rnANm PROJECT NAME: 2375 SEMINOLE RD ENGINEER EJA PROJECT NUMBER: --- DATE: 2/7/2003 DRY POND# 1 40C-42 DRAINAGE CALCULATIONS 9.05 1.43 DRAINAGE AREA= 0.33 ACRES SOIL HYDROLOGIC GROUP= A (47K16r)POND AREA(T.O.B.)= 0.02 ACRES POND T.O.B. ELEV.= 9.50 @ 0.03 AC-FT POND AREA(BOTTOM) 0.02 ACRES POND BOTTOM ELEV.= 8.00 @ 0.00 AC-FT SEASONAL H.W.T.= 4.90 ✓ IMPERVIOUS AREA= 0.13 ACRES %IMPERVIOUS= 39.3 6 TREATMENT VOLUME REQUIRED: 0.50 INCH OVER DRAINAGE AREA= 0.01 AC-FT (WHICH EVER IS GREATER) 1.25 x %IMPERVIOUS = 0.01 AC-FT PLUS 0.50 INCH OVER DRAINAGE AREA= 0.01 CONTROLLING VALUE= 0.02 AC-FT WEIR ELEVATION= 9.05 (Top of treatment volume) Ftp _ 4 20 DRAWDOWN CALCULATIONS: FALLING HEAD METHODOLOGY a*L H1 `+K#---- - '_' T=----------- *Ln ------- A*K H2RECED CITY OF ATLANTIC BEACH K= 0.48 FT/HR COEFFICIENT OF PERMEABILITY BCILDING 8 ZONING a= 834.90 SF POND AREA AT WEIR ELEV FEB 2 4 2003 A= 740.52 SF POND AREA AT BOTTOM ELEV H1 = 4.15 FT WEIR ELEV-SEASONAL H.W.T. -- H2= 3.10 FT POND BOTTOM ELEV-SEASONAL H.W.T. L= 1.05 FT WEIR ELEV-POND BOTTOM ELEV T= 0.72 HOURS DRAWDOWN TIME USE A FACTOR OF SAFETY OF 2.00 T= 1.43 HOURS (LESS THAN 72 HOURS,OKAY) ------------ GAERIC\SEMINOLE RDjdry pond calcs.xls]Seminole Rd `b ti 01 09:07 N0.619 P03 L � . NTS t . DAJew B, A�it UNK FENCC WALL i' !r � O l� c r of a 1 1 2'xt'. O� PtXUA4N ' afA& UNK FMCC a7' WLL 0.2 k FWD. 1/2' LP. I. (LB !3857) E'S RE AND Nr O PO4AL Usw sLAL OF,A FLCiR/DA UCt7JSED SVRVEYD/d A/yD MAPPER, 7NrS AP IS F M=A7R7 AL PLAPaxs(yyt,y AND t5 N07 VALID MA0' � S Y fi jjs °/° basad 4n ho Cg1YMVA(E PCFS 60012'd! ) S F7.,gr °MAP t LEGEND DA TE 08-13-0? �p la, NTNG BDUNOARY SL-0RI¢'Y ho MYe (16.0)'WAv m US Cbmal d 0-datic 51,_y Dafum, Notland, O ��'�E WaA* r SCALE 1b2 a, k Nof Datum CY 192!3 (N.QVA of 1928,t .w•x bpND1Eq JOB Na. — Prnh011n an the A v11y, fAo Prap°riy ef�°.n A.orocv, Ita! slthln 2m°a .O DEW70 ,, �w7 F.B. 11��Rm, paw j�F-*61""V9-V✓--r) ont AQency(IF".AJ, Ndtlonol Flood Insuiana° Arm CAo R t Assdc 5. Onl °M'hd dat88�Ce Rote A(0 (F,r•R,AL) C°rnmunll}-A°r�ol Numbv i o n P09C b Moto, M� Cir Comp. F71a 0 -1 9� 2.dwo Y S Ab anY p°rlbn o1 the aronl tAal m°y De deemO as W°Uonds QfOW/f by 11 R.19. I tTq°y°*"tv not enrm A9ancles, no7 not bo=l d}ebmhied and any ueb#11y ros�lf.h2 ^a r°° 'rhYr 'y Eoyce°n71.ni o°ec M°jt isd°n°,d by We °.a,nkagm rhos zHssr�cuRiA�t ArJb Sara MILLER & ASSOCIATES bei O A hams. 6701 BEACH 8LW,l SU/1F,200 Fax(9004) ?21-5738 ABHRENAAo�tS n1Al itAY t)E'U3LD,lN )Hl3 SURVb'Y )) P,C. Angr JACM1SCWNLLt fLok1AA JZPl6 7e/e. 9 721-I226 a, �Wr11aH P,$ ,, r �P/,��, 7AOHRf�AWWN vtDEP(lDEPwinoND.R pdc9ki9a'� arumenA !tlPntW° puyAM Copd1(JanqV. C°bk laleotelon �yy � y7 rpOC 10 oromoaO Lo�oa g� R Yhhim° •) Fh1d blovwred ' F.a.:4 A1�e _ iTaC11l19 °4+01° N0.619 p-e� MAP SHO WINO, 130 UNDAR Y S LOT 1, SAND DOLLARS, AS JE JE PLAT BOOK 47, PAGE 49 OF THE CU J ?Z r ` RECORDS OF D UVAL COUNTY, FL( 4L. CER71rlE T0; CLAODA CH CONSTRUCTORS yl i y � CL 'Yi.41 o R194.13' LUMN C W 24.2' ar... l9 f 32.0 lei — o + h N / w // seii� // // / / 04 1� t` /O g j EAST /`` BUILDING + BUILDIly�J � - 19�r coLzukN C Al Co NST. 631 7 X l6 R I t7VSnN6 DRIV J/J zer .l 0.3' 5P � � Rl al D.6J' 1 . cauMN S,99 5'26"K' 1 .97' O I CQ7PC, Pbfid'T. �' FNO IssT/2' 1.P. 1J1 h o 5i dt4 eAJ- ?VEY OF P A 1 IN MAR 2 7 2003 'NT PUBLIC R E C E V E SDA C # TIC BEA ZONING MAR 2 7 2003 BY: 6' CHAIN LINK FENCE 0'26 WALL q,1 p L �l \ r r � r COLI t` ootid / I 10 ° I 12,x2, O I I COLUMN \ � 1 � x \ \ h1 0.7' Ol_ CHAI�J LINK FENCE WALE_,A�� 0.2' I FND. 1/2" I.P. (LB #3857) x UNLESS IT PLAT OR S BEARS SFI THE SIGNATURE AND PURPOSES ONLY, ANDIS RAISED SEAL OVALID.FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAW 06-13-02 1NOTES LEGEND SC LAE 1 -20 1. Bearings are based on the CENTERLINE PCP'S (N002'03"W) DEN0TES CaVaWTF MONUMENT JOB No. 20 2-1282 2. This is a MAP SHOWNG BOUNDARY SURVEY x-x DENOTES FENCE 3. Elevations showrt thus (15.0)refer to U.S. Coastal qnd Geodetic Survey Datum, National DENOTES t/2"AeoN OPE SET F.B. Geodetic Vertical Datum of 1929, (N.G.V.D. of 1929). O DEN TES R M�yN I ASSOC,ETage 4. By Graphic plottlhg only, the property shown hereon lies within Zones: 02-12g2.dWg as shown on the Federal Emergency Management Agency(F.E.M.A.), National Flood Insurance (ASNDENOOTED1RON FIVE FOUND COMP. File Program, Flood Insurance Rate Map (F.I.R.M.) Community-Panel Number pp107ES CROSS CUT Drown by B.R.g• Mop RevLd date: 5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands RICHARD A. MILLER & ASSOCIATES by State or Govommenta/Agencies, has not been determined and any liability resulting therefrom Is not the responsibility of the undersigned. PROFESSIONAL LAND SURVEYORS 904) 721-5758 6. There may be Restrictions or Easements of Record evidenced by title examination that 6701 BEACH BLVD., SUITE,{1200 have not been shown hereon. JACKSONVILLE, FLORIDAele.Fax IDA 32216 ((904) 721-1226 ABBREV/A710NS THAT MAY BE USED IN THIS SURVEY rP.R.M. Perman#nt DEFINITION A9BREVIATON DEFlN1110N wim rmanent Control Point LB. Licensed Business r»a m c>rnrm 7sAf tffii scSrr!a i tst>s xs> f w�� emtdn�t Reference Monument R.LS. R istered GonW My SM-XNVAWN AM JV d Surveyor 7>sTd 3a3vss Y�D6 tltb AS a ��i oint o B tonin J.EA. Jacksonville Electric Authority �aAD Ltb stgtstvat u�Y� elc�T-aaain b�Curwture Ep(/ain o T�gency , .CIPAqr Con nditioner oin R Reverse Curvature A.T.V. Coble Televisionoint of Intersection OHL Overhead Lines R/W Ri ht R Woy (F M.) F1e/d Measured 6 R.V. O fq'al Records Volume R= Radius equals D.B. Deed Book Arc Lenth equals BY tCh.= Chord r Cent dr Distance equals RI HARD A MILLER MATE OF FLORIDA B. page p� Delta or Central Angle eauors B.R.L. Balding Restrict/on L/ne I.P. iron Pipe LAND SURVEYOR CERT7F7CATE No. 3ti4A Esmt Easement Conc. Concrete aO77 aE�577 -- - 7-375- 5�rn;N MAP SHOWING BOUNDARY SUI LOT 1, SAND DOLLARS, AS RECORDED PLAT BOOK 47, PAGE 49 OF THE CURRf. RECORDS OF DUVAL COUNTY, FLOR. W CERTIFIED TO: CLADDAGH CONSTRUCTORS, INC. IxU II12 I O 3 o Ixio N89055'59"E 194.13' ct 1.4'x 1.4' WCOLUMN 24.2 �. 32.0 — — ,—X19.0'--f �, ---- 32.0' m l t O , ( co f 1 W O 11 II f b EAST , o Lo L6 0 NEST �o t f BUILDING 1 Q BUILDING •r f `R I� ct i 11 f I C O 2'x2'LL _ 32.0' 32.0' � 19.0' C) CC X10_ 2'x2 �1 rw p COLUMN ` L� 1 I EXISTING DRIVE 1.4'x1.4' COLUMN 1011 �� \If 0� cl-_ 0.9'30.16x — X— X- 0.9,— — 0.63' COLUMN COLUMNN Z I I CONC. PVM'T. � FND.b 1/2" I.P.(SSS II I .i _ _ _ To a,+NK of 49AY P�N� Duval County Property Appraiser -Parcel Summary Page 1 of 1 Parcel Summary - Values from the 2001 Certified Tax Roil RE No.: 1168908 8505 Owner's Name: BAUMAN , CATHERINE M ET AL Property Address: SEMINOLE RD Unit No. JACKSONVILLE Mailing Address: 3896 RICHMOND ST JACKSONVILLE , FL 32205-9367 Proper 10000 VACANT RES Le al description: 47-49 37-2S-29E .330 SAND DOLLARS LOT 1 Neighborhood: 004736 SAND DOLLARS Sec-Twn-Ranger 04-2S-29E OR BK& Page 09151-1042 Map Panel: — I 552 3 Sale Date: I 11/30/1998 No. Buildin s: 110 1 Sale Price: $100.00 Land Value: $111,575.00 Heated Area: 110 1 Class Value: $0.00 Exterior Wall: improvem 1$0.00 Taxing Authority:ED= Market Value: $111,575.00 County Tax:1 $787.25 Assessed Value: $111,575.00 1$924.06 exempt Value: $0.00 District Tax: 1$338.33 Taxable Value: $111,575.00 Other Tax: $55.85 Sr. Exempt: $0.00 Voted Tax: $68.17 Sr. Taxable: $0.00 Total Tax: $2,173.66 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-it Feedback (below), not the Property Appraisers Office. http://pawww.coj.net/pub/property/RENO.asp?RENUM=168908+8505 7/11/2002 Duval County Property Appraiser-Parcel Summary Pagel of 2 Parcel Summary - Values from the 2001 Certified Tax Roll RE No.: 088510 Owner's Name: VAN CLEVE , ROBERT BALDWIN ET AL Property 2375 SENIINOLE RD Unit No. Address: JACKSONVILLE Mailing Address: 2375 SEMINOLE RD ATLANTIC BEACH , FL32233-5971 jPropertyUse: 0100 SINGLE FAMILY Le al descri tion: 4749 37-2S-29E SAND DOLLARS LOT 2 1 940904 Neighborhood: I(OCN) NORTH ATLANTIC BCH [Sec-Twn-Range: 1104-2s-29E OR BK& Page: 09565-2299 Ma Panel: 15523 Tale Date: ]3/8/2000 No. Buildings: I F Sale Price: $20,900.00 Land Value: $771,375.00 Heated Area: 3378 Class Value: $0.00 Exterior Wall: TILE/WD STUCCO — IlFprovements]- [$228,625.00 Authorit Taxing FUSD3 Market Value: $1,000,000.00 ountv Tax: $10,176.80 Assessed Vaiue: $1,000,000.00 School Tax: $11,945.39 Exempt Value: $25,000.00 District Tax: $4,373.58 Taxable Value: $975,000.00 Other Tax: $721.89 Sr. Exempt: $0.00Voted Tax: $881.27 Sr. Taxable: $0.00 Total Tax: $28,098.93 This page displays values from the 2001 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map4t Feedback (below), not the Property Appraisers Office. LTJ : � � TATS http://pawww.coj.net/pub/property/RENO.asp?RENLTM=168908+8510 7/11/02 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 9 •PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24423 Address: 2377 SEMINOLE.ROAD & 2379 Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s):2 Block: Section:. Square Feet: Subdivision: NORTH ATLANTIC,BEACH Est, Value: Parcel Number; Improv. Cost: OWNER INFORMATION _- Date Issued: 7111/2002 -Name: VANCLEVE , : Total Fees: Address: 2375-SEMI NOLE-ROAD' Amount Paid: ATLANTIC BEACH, FLORIDA 3223.3 Date Paid: f Phone: . 904)641T2333 Work Desc:. TREE REMOVAL PER TREE BOARD APPROVAL.(-NO MITMITIGATION kEEOUIRED CONTRACTOR(S) — APPLICATION FEES_ _ PROPERTY OWNER _ a OPS - AAA-15 V=_ IF .,._ ,,.r. ..c f ,-sem er,�� •.} k NO T TED'AT ISN j. BUILDING NIATE -_� r PACE;:AND ��' MUST.BE.CLEARI? g § ° I "FAILURE TO O ' - HE fi PROPERTY OWNS ISSUED ACCORDING TOA ECT TO REVOCATION FOR VIOLATION OF APPLICA ATI TIC BEACH B ILDIN DEPT-- . CITY OF ATLANTIC BEACH TP.EE REMOVAL APPLICATION � All applications must be submitted with seven (7) copies and received by 5 PM on the Fridav ten (1 u) days prior to the scheduled meeting in order to be placed on the agenda *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES '"'ILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 201315 � .rrl i41�� IC=CxGi ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE I 3. REASON FOR PROPOSED TREE REMOVAL: 4. AS T±-HS SITE E BEE?' TO TIS TREE BO ARD BEF ORE? No 'voT SURE �z 'DROP='-ZOINING: RESIDE'`TLAL CO'_vL1vIERCLk—I 6. L IST TREES PROPOSED FOR REMOVAL: SPECIES I DL4AIETER DL-kAIETER r�TERIOR_ EXTERIOR I _vIITIGATIOti �.� tj -S L s �2-3 RECEIVED MAY 2 2 2002 City of Atlantic Beach 3 Building and Zoning h T);!-mftor at RrPACt 'Rf-iaht (I) R Ta 1 is mPuc...-off of A { r—,+ ��.•� •--�a� T^ ^^^••�^�^ �• ' ^a *' See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height of six inches or more. d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE razzina. paint or tape. cl :ne f--oat nrope:-,v comers must be mrrhed ov stakes or part inoicatinz the Lot 9. INCOMPLETE APPLICATIONS OR-n--NACCURATELY AlLzRKED SITES WILL NOT BE PROCESSED. i HEREBY AGREE TO CO?�LpLY " �"WITH ALL FROVISIO'\S OF CIi4PTER_2. ARTICLE H. 1' PROTECiTO'_�. A?-D A L OTF�R A-PPLIC.�BLE CODES AN-D ORI I-NA-LACES Oi i E CODE 0= ORDT-—NCE.S OF TT-A— TIC BEACH Appiicanr s Signature Date I Owner's Signature Date CITY USE ONLY: i Tree Conservation Board Chairperson Date 1 City of Atlantic Beach Tree Removal Application: Supplement Van Cleve Townhouses: 2375 Seminole Beach Road Species Diameter @ Diameter@ Mitigation Interior Zone Exterior Zone 1. Live Oak X 6.5 Mitigated by [19.]@8" 2. Live Oak X 12 Mitigated by 18.] 15" 3. Live Oak X 9.5 Mitigated by [25.1@11" 4. Live Oak X I 1 Mitigated b [20.1(&,15" 5. Live Oak X 8.5 Mitigated by [28.1@9" 6. Live Oak X 8 Mitigated b [22.]@8" 7. Live Oak X 10 Mitigated by [17.]@ 17" 8. Live Oak X 7 Mitigated by [23.1@8" 9. Live Oak X 9 Mitigated b [24.1(&,9" 10. Live Oak X 7 Mitigated by [29.]@8" 11. Live Oak X 7 Mitigated b [30.]@8" 12. Live Oak X 8 Mitigated by [36.]@19" 13. Live Oak X 6 Mitigated b [32.]@18" 14. Live Oak X 10 Mitigated by [26.]@30' 15. Live Oak X 13 Mitigated by [27.]@30" 16. Live Oak X 6.5 Mitigated b 31. 2" 17. Live Oak 17 See 7. 18. Live Oak 15 See 2. 19. Live Oak n 8 See 1. 20. Live Oak [] 15 See 4. 21. Holly 8 Not counted 22. Live Oak [] 8 See 6. 23. Live Oak 8 See 8. 24. Live Oak [] 9 See 9. 25. Live Oak 11 See 3. 26. Live Oak Q 30 See 14. 27. Live Oak 30 See 15. 28. Live Oak 9 See 5. 29. Live Oak [] 8 See 10. 30. Live Oak 8 See 11. 31. Live Oak 32 See 16. 32. Other Oak 18 See 13. 33. Palm [] 12 Not counted 34. Palm [] 13 Not counted 35. Palm [ 13 Not counted 36. Live Oak [] 19 See 12. • f Early Piety i CERTIFIED ARBORIST • INTERNATIONAL SOCIETY OF ARBORCULTURE TREE PRESERVATION CONSULTANTS June 27, 2002 Marjorie R. Dunson 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tall. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions— probably drought. Because of this pinched area and the tree leaning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certified Arborist, SO#g5# jc REGOVE& A City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway • Jacksonville, Florida 32216 • (904) 733-4455 www.treeplanning.com Early Piety ► A CERTIFIED ARBORIST LIM, • INTERNATIONAL SOCIETY OF ARBORCULTURE TREE PRESERVATION CONSULINOS June 27, 2002 Marjorie R. Dunson 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tall. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions— probably drought. Because of this pinched area and the tree7leaning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certified Arborist, SO#G5,W jc City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway - Jacksonville, Florida 32216 - (904) 733-4455 www.treeplanning.com Early Piety ► I [FA CERTIFIED ARBORIST • INTERNATIONAL SOCIETY OF ARBORCULTURE TREE PRESERVATION CONMO' June 27, 2002 Marjorie R. Dunson 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tall. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions— probably drought. Because of this pinched area and the tree leaning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certifier,AFborist, SO#aW jc XL J City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway • Jacksonville, Florida 32216 • (904) 733-4455 www.treeplanning.com Early Y Piet ► CERTIFIED ARBORIST • INTERNATIONAL SOCIETY OF ARBORCULTURE TREE PRESERVATION CONSUL RO$ June 27, 2002 Marjorie R. Dunson — ,� '� '53 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tall. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions– probably drought. Because of this pinched area and the trml€aning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certified Airborist, SO#45W jc LJ � .w City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway • Jacksonville, Florida 32216 • (904) 733-4455 www.treeplanning.com . II Early Piet 1 ► v � l� CERTIFIED ARBORIST • INTERNATIONAL SOCIETY OF ARBORCULTURE 1IRMIATinkiRCONSUITpNTS June 27, 2002 Marjorie R. Dunson — 43 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tail. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions– probably drought. Because of this pinched area and the treerleaning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certified Arborist, SO#05W jc rE A-L t City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway • Jacksonville, Florida 32216 • (904) 733-4455 www.treeplanning.com Early Piety ► [�A CERTIFIED ARBORIST • INTERNATIONAL SOCIETY OF ARBORCULTURE TREE PRESERVATION CONSULTANTS June 27, 2002 Marjorie R. Dunson 1611 Ocean Blvd Atlantic Beach, Florida 32233 Dear Mrs. Dunson, At your request I have inspected the palm tree in the patio at the rear of your house. The tree is approximately 14 inches dbh and 25 feet tall. This tree appears to be in normal healthy condition. However, approximately ten feet up the trunk is a very "pinched" area. This probably in caused many years ago due to adverse growing conditions— probably drought. Because of this pinched area and the trmleaning toward your house I would recommend removal for the safety and security of your property. Should you have further questions please call me. With Best Regards, Early Piety Certified Arborist, SO#05- W jc City of Atlantic Beach Building and Zoning "Specializing In Diagnosing Tree Disease" 5960 Phillips Highway • Jacksonville, Florida 32216 • (904) 733-4455 www.treeplanning.com Duval County Florida rage i of City of Jacksonville Florida Clicking on the map will: Auto Pan-Zoom POHL " 2395 -i � F n HANSEN F M 2375 WALSNAW GREENE GROSSBCARTER 90 70 30 FORD 2389 BAUNlAN } VAN CLEVE 2*5 � BEARD TOWERS TOWERS 2361 RS 2365 CHRONISTER ADM4M 2371 2369 JACOBSON 2359 JACOBSON -_ ,•, (c)City of Jacksonville RE: 168908 8510 Go to property re Parcel address: 2375 SEMINOLE RD Effective year built: 1995 Value: $1,475,533.00 Owner: VAN CLEVE, ROBERT BALDWIN ET AL Mailing address: 2375 SEMINOLE RD ATLANTIC BEACH, FL 32233-5971 Flood Zone: More about Zor. More about Land Enter one of the following to LOCATE http://cojmap.coj.net/scripts/esrimap.dll?name=JAX&Cmd=APZ&Re=168908+8510 7/11/2002 DuvalCountyFlorida rageL orL RE: Address: SOM _. or Reset map Map created: 7/11/02 9:39:19 AM. Maps generated using the City of Jacksonville's Geographic Information Syst public information from various departments and agencies within the City of Jacksonville. Maps and associated must be accepted and used by the recipient with the understanding that the primary information sources should for verification of the information contained on these maps. As such, the City of Jacksonville make no war expressed or implied, concerning the accuracy, completeness or reliability or suitability of this data for particular use. Furthermore, the City of Jacksonville assumes no liability whatsoever associated with the use such data. HELP Property Appraiser Access Jacksonville Please email problems or ideas for improving this interactive map to GIS@coj.net app=4032 8446 7/9/02 tot= -60661.19 avg=-7.182239 time=1.359375 short=-86338 gtr4=385 gtr6=143 gtr8=93 gtr10=61 gtrl2=213 long=309.8125 http://cojmap.coj.net/scripts/esrimap.dll?name=JAX&Cmd=APZ&Re=168908+8510 7/11/2002