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Permit SFR 139 12th Street 2010 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 3/29/11 Parcel Number 171826 -0000- - Property Address . . 139 12TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . MANDALAY Legal Description . . . Property Zoning . . . RES SF DISTRICT Owner KELLY BRIAN J & ELISABETH OP Contractor CUSTOM HOMES BY BRYAN LENDRY 904 992 -2100 Application number . . 10- 00000527 000 000 Description of Work . . SINGLE FAMILY RESIDENCE Construction type . . . TYPE 5 -B Occupancy type . . . RESIDENTIAL Flood Zone ZONE X Special conditions . 2007 FLORIDA BUILDING CODE W 2009 REVISIONS Approved uildin f '��, ial VOID UNLESS SIGNED BY BUILDING OFFICIAL White, Debbie From: Carper, Rick Sent: Tuesday, March 29, 2011 11:15 AM To: Graham Shirley; jeff @brylenhomes.com; toddescher @gmail.com Cc: Jones, Mike; White, Debbie; Griffin, Michael; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 CO approved by PW, but final landscaping (replacing pine straw on sides and in rear with permanent ground cover) still required. Rick From: Graham Shirley Sent: Monday, March 28, 2011 3:26 PM To: Carper, Rick; ieff @brylenhomes.com; toddescher gmail.com Cc: Jones, Mike; White, Debbie; Griffin, Michael; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Todd is requesting this for Tuesday..3 /29 From: Graham Shirley Sent: Monday, March 28, 2011 2:06 PM To: Carper, Rick; 'jeff @brylenhomes.com'; 'toddescher @gmail.com' Cc: Jones, Mike; White, Debbie; Griffin, Michael; Nodine, Phil Subject: FW: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Importance: High Rick, Todd has requested a final CO inspection for 139 12 St, all issues are resolved . If you have any questions please call Todd 545 3992. Thanks Shirley From: ieff @brylenhomes.com jmailto:jeff @brylenhomes.coml Sent: Wednesday, March 16, 2011 3:05 PM To: Carper, Rick; White, Debbie; ToddEscher Cc: Graham Shirley; Nodine, Phil; Brian Kelly Subject: Re: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Rick, I will get with Debbie and get the temp CO and have port removed tomorrow and dumpster after owner has filled it. I will advise you of any deviation. Thanks Jeff Sent on the Sprint® Now Network from my BlackBerry® From: "Carper, Rick" <rcarper @coab.us> Date: Wed, 16 Mar 2011 14:45:11 -0400 To: ieff bryl enhomes .com <jeff(r@rylenhomes.com >; White, Debbie <dwhite @coab.us >; ToddEscher<toddescherrg)gmai 1.com> Cc: Graham Shirley <sgraham(a),coab.us >; Nodine, Phil <pnodine @),coab.us >; BrianKelly <bjk epl @comcast.net> 1 1• J 6 -14 ik."0 City of Atlantic Beach A ro a Building Department Temporary Certificate of Occupancy This Temporary Certificate of Occupancy is issued for a thirty (30) day period from the date issued. The Building Owner is responsible for requesting inspections to verify all items have been complied with and that a Permanent Certificate of Occupancy is issued on or before April 17, 2011. The Building was reviewed under the 2007 /with revisions State of Florida Residential Building Code. Date: March 17, 2011 Building Owner: Brian J. and Elisabeth P. Kelly Address: 139 12 Street Occupancy Classification: Single Family Dwelling Type of Construction: V Permit Number: 10 -527 No sprinkler system required F Mi h ael Griffin, CFM BUILDING OFFICIAL White, Debbie To: Carper, Rick Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Thanks 1 will make sure the contractor gets your list. Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX From: Carper, Rick Sent: Wednesday, March 16, 2011 2:28 PM To: White, Debbie; Jeff Tabb; Todd Escher Cc: Graham Shirley; Nodine, Phil Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Importance: High Debbie & Jeff, survey and pictures of on -site storage received and satisfactory. Physical inspection shows rolloff container and port a let still onsite. In addition to removing these items, new sidewalk in right of way in front of house has graffiti that must be removed / section replaced before PW will sign CO. Rick From: White, Debbie Sent: Friday, March 11, 2011 4:14 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Gentlemen and Ladies: I have an inspection request for the Certificate of Occupancy on the new single family dwelling at 139 — 12 Street. Please email me your inspection results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 4 (1 1 r ei, t k, / 1 g , I i CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: - 1, Contractor Name: ��ii. 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H ro M 'TJ t y o � wq mm H 000 VW V a C H H C Hz HH xd 0 z �'1 00 M OW HH C H Z 0 ' 0 d ro C cn Z Z H H cn M OH :70 0 XH Z 0 H H rorom xn M 00w "I M t11 LL H 0 H 0H < z M _ m 0 0 .. 1) N N H 0 0 0.17 HO mm w H H HA) 5 White, Debbie From: White, Debbie Sent: Friday, March 11, 2011 4:14 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Gentlemen and Ladies: I have an inspection request for the Certificate of Occupancy on the new single family dwelling at 139 —12 Street. Please email me your inspection results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Carper, Rick Sent: Friday, March 11, 2011 4:16 PM To: White, Debbie Cc: Deming, James Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Debbie, I have not seen a survey or other documentation of As -Built construction of the required on -site storage. Rick From: White, Debbie Sent: Friday, March 11, 2011 4:14 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Gentlemen and Ladies: I have an inspection request for the Certificate of Occupancy on the new single family dwelling at 139 — 12 Street. Please email me your inspection results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Hall, Erika Sent: Monday, March 14, 2011 8:38 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 No TREE inspection required; no outstanding mitigation. Thanks, Erika From: White, Debbie Sent: Friday, March 11, 2011 4:14 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Gentlemen and Ladies: I have an inspection request for the Certificate of Occupancy on the new single family dwelling at 139 — 12 Street. Please email me your inspection results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 0 ro Cnti1HR1 i '4ro o 0 Z t t 0' 1 0 W N nm I Kl t9 W 0 2 D1 • • ,'O • i H w C) Pi :n .. .. .. .. • 3o r H roQ HHMnH N \ • MM of H H Mtn rCmo i nr H t t o w .4 0 r W Y 0U o H m yr ooxl .m nm (nOHO Z.. X ',z7 No'y X to w 4 M H ∎1 0 � H m cn En , C , 41 H 4 W N ...... H 0 R� �G C ts1 W W C,b yy y H K O • mm 3 W H Mr M n C '. C .3M H Oil ro 00 0 O '• C H 0 ro k H H • 0 0 H 00 0 0 • H 0 D1 00 0 i1 H 0 H H t O m d1 OH '1 0 00 O 0 n 3 H 0 n H H O 0 , 11.17m MU 0 11 00 �1P1 m 0 000 4 H n MMc 0 c 0 P1 m 0 0 0 Ad 10 N N H 0 0 0V ' H 0 tq b1 w r 4. r w CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: i' ` r r Contractor Name: r ",--?‘„ f L Permit #: } Property Address: Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: reri Single - Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept Public Works -i,, Public Utilities "; ',, Building Planning Tree Mitigation Satisfied Final Survey with FFE Yes No let SW, All Re- Inspect Fees Paid , Yes No 1 c Termite Treatment Yes No White, Debbie From: Clemons, Malcolm Sent: Tuesday, March 15, 2011 3:02 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Backflow preventer installed. Inspection OK. Malcolm From: White, Debbie Sent: Friday, March 11, 2011 4:14 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris; Hall, Erika Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST - 139 12TH STREET - PERMIT #10 -527 Gentlemen and Ladies: I have an inspection request for the Certificate of Occupancy on the new single family dwelling at 139 — 12 Street. Please email me your inspection results. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Walker, Chris Sent: Thursday, March 17, 2011 1:03 PM To: White, Debbie Subject: RE: TEMPORARY CO REQUEST 139 12TH STREET Everything is good here. From: White, Debbie Sent: Thursday, March 17, 2011 12:46 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris Cc: Jones, Mike; Griffin, Michael Subject: TEMPORARY CO REQUEST 139 12TH STREET FYI, The contractor has requested a temporary c/o on this new home and Mike Griffin has approved the request. If approved it will be a temporary c/o for 30 days and I have advised the contractor that he must call in for his permanent c/o within thirty days so that Building, Public Works and Public Utilities can verify all items have been corrected. Any questions, let me know. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Carper, Rick Sent: Thursday, March 17, 2011 1:15 PM To: White, Debbie Cc: Nodine, Phil Subject: RE: TEMPORARY CO REQUEST 139 12TH STREET Debbie, no problems — I recommended they do this to have a little more time to resolve a couple of issues. Rick From: White, Debbie Sent: Thursday, March 17, 2011 12:46 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris Cc: Jones, Mike; Griffin, Michael Subject: TEMPORARY CO REQUEST 139 12TH STREET FYI, The contractor has requested a temporary c/o on this new home and Mike Griffin has approved the request. If approved it will be a temporary c/o for 30 days and I have advised the contractor that he must call in for his permanent c/o within thirty days so that Building, Public Works and Public Utilities can verify all items have been corrected. Any questions, let me know. Thanks, Debbie Debbie White CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247 -5826 (904) 247 -5845 FAX 1 White, Debbie From: Clemons, Malcolm Sent: Thursday, March 17, 2011 12:48 PM To: White, Debbie Subject: RE: TEMPORARY CO REQUEST 139 12TH STREET Backflow installed.Inspection OK. Malcolm From: White, Debbie Sent: Thursday, March 17, 2011 12:46 PM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Clemons, Malcolm; Walker, Chris Cc: Jones, Mike; Griffin, Michael Subject: TEMPORARY CO REQUEST 139 12TH STREET FYI, The contractor has requested a temporary c/o on this new home and Mike Griffin has approved the request. If approved it will be a temporary c/o for 30 days and I have advised the contractor that he must call in for his permanent c/o within thirty days so that Building, Public Works and Public Utilities can verify all items have been corrected. Any questions, let me know. 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L L o J r r 0 m CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000527 Date 8/03/10 Property Address 139 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation 489000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY DWELLING ---------------------------------------------------------------------------- Owner Contractor KELLY BRIAN J & ELISABETH OP CUSTOM HOMES BY BRYAN LENDRY 2208 OCEAN DRIVE SO 4745 SUTTON PARK CT #501 JAX BEACH FL 32250 JACKSONVILLE FL 32224 (904) 992-2100 --- Structure Information 000 000 SINGLE FAMILY DWELLIN Construction Type TYPE 5-B Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 125.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/30/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. • 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. cleanout must be covered with an RT1 concrete box with metal lid. cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. PERMIT IS APPR~~DeOlril~''~CeORDAr~s1~{g'~ A~~' C~Y~~~ILE~~~RDP~~~{1 D THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 10-00000527 Date 8/03/10 ---------------------------------------------------------------------------- Special Notes and Comments Clemons at 247-5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 125.00 125.00 .00 .00 .00 .00 .00 .00 125.00 125.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MU~ VG IV IG.GOi.I 'r yi9gr;S1 ,~, IYI III'GlU.?~ r-.M. 7V'i"'L~-1V-tLGV ~.l.L ELFCTRICAY. PER.'MIIT APYLICATIQN CITY OF ATLANTIC BEAIC'H 800 Sexnlnate 12d, Atlantic Bcach, FI~ 32233 Pkz (904) 24'7-5826 Fa.~ (9C14) 247-5845 l ~LA~1 l~'t ac~~c l 2 s ~- T©B ADDRESS. ~ ~ ~ ,,,^__~____PER~T # Q ~ O4voo $~27 '~EVb' SERVICE ^Qvcrhe$d ~{ I:nderground [~Undergrouad up Pole Residential (Main) Sen-ice =k0-; 04 amps G 1 ~I1-150amps ^ 151-204arnps ~ o a amps # of Meters _ ~Co-nmercial{?Viainj Service Q- ] 00 amps a 1 fl l -15f1arnps C 151-200arnps CJ „_ _arnps ^ CT Seance Con~uctcr Type ____ Size !Multi-Family (Main] Service CG-I Oo arvps > 1 Q1-15Jatnps C~ 151-200amps [-. amps ~ of Unit Meters LTenxporary Pnle r7 amps SEI.tVICE iiPGIxADE C3_ amps ~' CT Sar+.lice __-___-_ amps NF.W FEEDER (ADlliTIU?+IS, ACCFS:50R~T STRUCTURES, ETC.) C 1 JO amps C 1 SOarnps C 20Qamps D amps ^ CT Service .. _,.__.__._ aaxtps ADDITI4\'S, RF14+it>DEI.~S, REPAIRS, BU1Lll-OUTS, ACCF.SStJl2.'~ STRUCTURES, ETC. flutlets~Switches: 0-30amps 31-144amps r. 141-200amps Appliances: Q-30amps ~31-100amps 141-200amps A(C Circuits: D-60amps 61-1 OQarnps Heat Circuits: ~ circuits ;n'4V._ kru ItiTurnber ©f Lighting t?utlets, Including k~ixtures: esnps OTHER ELECTl2IC'AL YROJECT4 ~Svv~~rctrning Anal C Sign ~S;:noke Detectors _..._Qty ~,Transforrners _____----._... K'~TA ~Ivlotors _hp fiiRl; ALA1~1 SYSTE?vi (Requires 3 sets of plans & Fire Alarm Checklist) CnY voltsfamps _ I'.~ELi'IE OZ' f~ORK $ R1~,PAIRS/MISCELLANEOUS t~Rep]aee Burnt/T3arnageciMeler Can G Safety Inspection C Farrel Change ~ OH tsk UG Cl4ther: ---- --- Permit bccames void if work does not camtncrcc within a six m+~nth period or work: is suspended or abandoned for six months. I hereby certify that I'aave read pia application and I:now the same to `oe true sad correct. r~Il provisions of laws and ordinances governing this w,~r}: wilt 5e complied with whether specified or not. The permit dog act give authority to violate tt:e pro•risions of any other state ar local law reguiatiozt cor-sirsc:iar. or the periortnance of cansttutzion. I'taperty Owners Namir ~ ~ L~^~~ No~,~s ,~ Phone Niu~xber ~°~C~/97~ y~y~ Eiectri;.al Company 5" f¢ti/~$it ~/~cfY~'c _„_Oftic//e Phone `lo~/~~'~-/3~v~~FaX pia ~~ el - g6~L Cis. Address: ~0. ,Qo,~' ~~ Cit~•(~iec.,Co~-.S~d%~ State ~_ dip .~Zay~ License Holder (Print): ~~~j(71-Slr'f ~ ~~ ~~~ `hate Certi,~tcatzorvRegistration ~ O ~~ 1 f'~'~ :tiurari~ed Signature of Lieerrse 1r~odder ~..-- - tom" W~ ate' _ ~~ S~;rorn an3 subscribed hel'ore tnc t' is dt~y o S~a 24..1 Signature of Notary Public ...(,~ - NOTARY PUBLIC$TA~'E OF FLORIDA ••""" Todd A. Escher - ~@Cotntnissioa #1)Di327269 '-.,,,,,,,,.-~ Expires: OCT. 14, 2012 BONDED THRU A'ILANTTC BONDING CO., INC. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000527 Date 7/30/10 Property Address 139 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation 489000 ---------------------------------------------------------------------------- Application desc NEW SINGLE FAMILY DWELLING Owner Contractor ------------------------ ------------------------ KELLY BRIAN J & ELISABETH OP CUSTOM HOMES BY BRYAN LENDRY 2208 OCEAN DRIVE SO 4745 SUTTON PARK CT #501 JAX BEACH FL 32250 JACKSONVILLE FL 32224 (904) 992-2100 --- Structure Information 000 000 SINGLE FAMILY DWELLIN Construction Type TYPE 5-B Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor HWK MECHANICAL INC Permit Fee 135.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/26/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. cleanout must be covered with an RT1 concrete box with metal lid. cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent PERMIT IS ~APrRU~D`~1CLY`i~ ~A~IPCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 10-00000527 Date 7/30/10 ---------------------------------------------------------------------------- Special Notes and Comments If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 135.00 135.00 .00 .00 .00 .00 .00 .00 135.00 135.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP Fax Series 900 Plain Paper Fax/Copier t.asc.Eax Date Time Twe Ju130 11:07am Sent Identification 98795705 Fax History Report for Jul 30 2010 11:08am Duration Pages Result 0:00 0 Busy ~ der, per' j' ~A1STt~R a~ i~ BAa~ e ~/Ig gl TYpt~j~ Descri tine Receipt no Dr 6e~4 Bp ~ig BUI entity LDIl1~ R~aunt 1. ~~'IIT3 T~ C~DITai l f]35. ~ T°tal tend SAD Total paYnen ~ f135;+~ Trans date: f135 ~ I/3g/IB 133, go Tjae' 1g:3y:43 tte~. Duct Systems: -~oal. L PERMIT APPLICATION ~' ATLANTIC $EAC~I e Rd Atlantic Reach, FL 32233 .47-5826 Fax (904) 247-5845 S~ PERMTT ~ ,~ PROJECT VALUE S ~~4©4 ~"' STING SYSTEM INSTALLATION Tons Per Unit ~ f ~- BTU's Per Unit Seer Ratan REQ RED REPLACEMENT AIR CONDITI+UNING & HEATING SYSTEM INSATRi #L~~AaG ~SZ ~-.~S~y~ ~ Air Conditioning: Urlit Quarrtity Tons Par Unit REQUI,1~tLL Heat: Unit Quantity BTU's Per Unit ~ ~ Seer Rating Duct Sy. stems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Qtantity (Requires 3 elate of plans} Fire Standpipe Quantity (Regains 3 seta of plans) Underground Fire Main Value (Requires 3 aeb of plane) Fire Host Cabinets Quantity (Requires 3 nets of plans) Comrnetcial Hoods Quantity _ (Requires 3 sets of pli-na) sire Suppression Systems Quantity (Requires 3 aeb of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty____ ___ Automobile Lifts Gas Piping Outlets ,~ „ ,,. Boilers BTU's ~ Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters __r___ Solar Collection Systems Tanks (gallons) Wells OTHER: Ferrell ba:omes void if wprk does not cammcnce within a six month period ar wark is suspended or abandoned for six mantle I hereby certify that (have read this application and know the same to be true and correct. All pmvlsians of laws and ordinances governing this work will be complied with whether specified or not. 'rhe permit does not give authociry to violate the pmvisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Ntunber Mechanical Company ~ '~~~'~E 5~iy X79 9• Y- ~7 i' 1C/l~lt' /y>~L~(/,~iVL7.t~L l`7t/L ,vas ,~ .~zn~ Ot~ice Fhone / Fax s ~o r Co. Address: ~~5/~'7 7.~.Z~.Z ~ /~~ ~ ,~, City G°•~GGf7,l1~4N State ~~- Zip ~~ / / Lieenae Holder (Print): ~~ ~ ~- G''?~- Not'arized Siignatur~ ojLiesnse Holder ~ Sworn and KRISTiNA T. WILSON Nohry PubliCr Sfate o! Flofld>! Signature Rr Comm, exp. Apr(1 21, 2012 Comet, No. DD 780614 :d before `me~this ~~ day of Public ~'~__~-' _ ``' #C~IC/2'~97yc~ 20~ This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2010. Certificate of Product Ratings AHRI Certified Reference Number: 3526752 Date: 7/30/2010 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 4TWB4036E1 Indoor Unit Model Number: 4TEE3F39A1 Manufacturer: TRANE Trade/Brand name: XB14 WEATHERTRON Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 2101240-2006 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy byAHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 36000 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 34000 Region IV HSPF Rating (Heating): .8.50 Heating Capacity(Btuh) @ 17 F: 23600 ' Ratings followed by an asterisk ('j indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or othervvise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION ~ ~~' The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air-Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on A..^ `' and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2010 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 929249679584970697 Certificate of Product Ratings AHRI Certified Reference Number: 3524500 Date: 7/30/2010 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 4TWB4024E1 Indoor Unit Model Number: 4TEE3F37B1 Manufacturer: TRANS TradelBrand name: XB14 WEATHERTRON Manufacturer responsible for the rating of this system combination is TRANS Rated as follows in accordance with AHRI Standard 2101240-2006 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 24400 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 23800 Region IV HSPF Rating (Heating): 8.30 Heating Capacity(Btuh) @ 17 F: 13600 ' Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate DISCLAIMER AHRI does not endorse the product(s) listed on this Cert~cate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION ~ ~~' The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air-Conditioning, Heating, click on "Verily Certificate" link and enter the AHRI Certified Reference Number and the date on A. ^. `' and Refrigeration Institute which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ©2010 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129249680392022607 11- 1 10 ; # 1/ 1 • EARLY POWER AGREEMENT & RELEASE a Jr • • CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement & Release Job Address: I 3:: 12- 44 ` GtA Permit No. 1.0 - 52'7 Service Type (Circle One): Overhead Underground We, the undersigned General Contractor and Electrician, understand and agree: 1, "Early itu to f r FinalIns l e y ct ons or C/O (Cerrtifcate of Occupa must beb sued before occupan substitute o, P and as such is at the discretion of the Building Official. 2. The Cit o Atla B will m alei a Cl p i ecia mete r p o rior tolthe.early power energizing. AU rough P 3. e el l cct i cnservice se Such action is essly a nd penali constitutes 1 The City fraudulent use c ach Ordinances. ance . fouohournioticeis Agreement shall result in a request for prompt removal of electric service 4. "Early Power" release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed (or blanked oft) safely. b. Panel is complete with breakers and cover, and (labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed (Permanent numbers are required for C /O). 5. This fully completed form is to be submitted to the Building Department by hand, mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR PIA1IIIft C ` `N`'le DATE It 12 t0 • PRINT NAME � - ELECTRICIAN _�rr`� DATE K t , 2)10 PRINT NAME 1-1' ` °L■` 800 Seminole Road, Atlantic Beach FL 32233 Phone: (904)247 -5826 Fax: (904)247 -5845 http : / /www.coab.us revised 01 3009 �� f ! CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 10- 00000527 Date 8/05/10 Property Address 139 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 489000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor KELLY BRIAN J & ELISABETH OP CUSTOM HOMES BY BRYAN LENDRY 2208 OCEAN DRIVE SO 4745 SUTTON PARK CT #501 JAX BEACH FL 32250 JACKSONVILLE FL 32224 (904) 992 -2100 - -- Structure Information 000 000 SINGLE FAMILY DWELLIN Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL GAS PIPE PERMIT Additional desc . Sub Contractor . SAWYER GAS COMPANY Permit Fee . . . 187.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 2/01/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent PERMIT IS XRPRIPIELIDAVEy ttLdat LeICE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. " CITY OF ATLANTIC BEACH el , AI ' 800 SEMINOLE ROAD :t ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00000527 Date 8/05/10 Special Notes and Comments If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. Fee summary Charged Paid Credited Due Permit Fee Total 187.00 187.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 187.00 187.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4 Jul 29 10 03:08p Information SystemsClTY 0 904-247-5845 p.1 MECHANICAL PERNIIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247-5845 JOB ADDRESS: , / 3 q /a " ST PERMIT # /0- 5 27 PROJECT VALUE $ a, 000 NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit . Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUITED REPLACEMENT MR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit EMS Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity ' squires 3 sets of plans) Fire Standpipe Quantity • equires 3 sets of plans) Underground Fire Main Value ' . , I 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty d. Automobile Lifts Gas Piping Outlets Z Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets _11_,_ Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters 1- Solar Collection Systems Tanks (gallons) !W., 3 Ql l ow P"' P'"'c +a«�c Wells OTaiR Permit becomes void if work doe not commence within a six month period or work is suspended or abandoned for six months. I hereby cult that I have reed this application and know the same in be true and comet. AM provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit dons not give authority to violate the provisions of any oiler state or local law regulation construction or the performance of construction. Property Owners Name Sri lut i4omes Phone Number ° M I - 2 100 Mechanical Company N eri 414.5e Refute. ABA : S auirr bas Office Phone 2 0 lei/ Fax 244 -oir• Co. Address: ' G P 4 11 _ . : ,.tw ity 4 citso w yk at... 11 State Pt. Zip Z z so License Holder (Print): • k c( br •,, �. J '/ e Certification/Registration # Notarized Signature of License Holder /� Sworn and subscri, . f ore me this ,2 9 day of -.J 1 --/ 20 to • dill Signature of Notary Public , () A`.4` a":t, MN E E. MEHAFFEY C ill ay :‘ ,7 1 1 .‘ ,1 tuft �MM F::::-;) 9 . EXp CC4 4 1:3 . 3 f ceded Thru Notary Puth;, underwriters " CITY OF ATLANTIC BEACH is� 800 SEMINOLE ROAD ° ' � y�•m, ATLANTIC BEACH, FL 32233 J INSPECTION PHONE LINE 247 -5826 Application Number 10- 00000527 Date 3/09/11 Property Address 139 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RES SF DISTRICT Application valuation . . . 489000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor KELLY BRIAN J & ELISABETH OP CUSTOM HOMES BY BRYAN LENDRY 2208 OCEAN DRIVE SO 4745 SUTTON PARK CT #501 JAX BEACH FL 32250 JACKSONVILLE FL 32224 (904) 992 -2100 - -- Structure Information 000 000 SINGLE FAMILY DWELLIN Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit PLUMBING PERMIT Additional desc . IRRIGATION Sub Contractor . FUTCH'S LANDSCAPING, INC. Permit Fee . . . 62.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/05/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent PERMIT 1S t A9PRO IRL.Y T I0A &14ER§CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. el 4 k . CITY OF ATLANTIC BEACH r ;. 800 SEMINOLE ROAD J «., ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00000527 Date 3/09/11 Special Notes and Comments If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. Fee summary Charged Paid Credited Due Permit Fee Total 62.00 62.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 62.00 62.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ..t±.a.�l, City of Atlantic Beach APPLICATION NUMBER r ." . ~ ! � ;� Building Department (To be assigned by the Building Department.) �` 800 Seminole Road 7 2r Atlantic Beach, Florida 32233 -5445 jjj t•� 15 71 e '''" ° Phone (904) 247 -5826 • Fax (904) 247-5845 ,6 — 7 . ( �r it 1):~ E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / Jz7 , Department review required Yes No ��) \ ng.. ming & Zon Applicant: .../ � , ,/ _ __ Buildii......Ars4 r t/ / Project: 4.49 -L- Public Works a "---- Public Utilities Public Safety Fire Services Re vie vi $ m,„ ,,, t,,, A .. ,, w Depfi Slg atti ,..� �� ' a Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING / ' G ANNING & ZONIN Reviewe by: �G'� - Date: ; 4/26/ i T ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: 1 39 1 ' 411-, S 4- . PERMIT # /a — C - 0 2 - 7 . f ,1:t:io ••tm'01- .. to -OS a NEW OR REPLACEMENT INSTALLATION: Project Value $ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink _ Toilet Hose Bibs Urinal Kitchen Sink _ Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE -PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank & Pit Clothes Washer Shower _ Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink _ Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: Li Sewer Replacement Li Back Flow Preventer Li Grease Interceptor (Trap) gallons (Requires 3 sets of plans) f Lawn Sprinkler System- Number of Heads _ 1 5 ❑ Well N A " SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection. ** ❑ Other Permit becomes void if work does not commence within a six month Permit th period or work is suspended or abandoned for six months. I hereby certify that 1 have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name t \ \ Phone Number Pfumh n ` om an E U.k�.lh` 5 Lca.na\sc r� Offic Phone 3 h(a 3a S - S7 (U g p Y � � Fax 3% Co. Address:. CI . K. 7 a5 _ City _ PO L1..({.r.L. State Et Zip3Z 1 '7 2 License Holder (Print) _ i.. c \ fc ' '�„ / St to Celli Ac tion/Registration # Notarized Signature of License Holder At-�r, " fir Sworn and s '.scribed before 1 e this 4 day of IV1 ax. U-, 20 1 1 40." TAMMY CANNONS igr.ature of Notary Publics 1 O PUBLIC COMMISSION EE9284 Lh� P ,11. • EXPIRES JULY 18 2014 O � � - BONDED THROUGH Ill! INSURANCE COM PANY 3 f' Florida Friendly Landscapes . ' - s) IRRIGATION COMPLIANCE CHECKLIST DATE 31 y i I I A. PROVIDE PROJECT INFORMATION: ADDRESS 139 I a 1 sv, F./RESIDENTIAL, // NEW INSTALLATION RESIDENTIAL, CONTRACTOR (�h' S L i n8 scc;.-, c i. in 3 r UPGRADE /REPLACE OFFICE 3gL- 3')- S-S(,uo CELL �'10" -013q FAX 3(.:, � - 3as -99S NON - RESIDENTIAL, r NEW INSTALLATION NON - RESIDENTIAL, EMAIL \0-IndS ; n� @ t-.�cA�00 . en Pr) r UPGRADE /REPLACE B. CALCULATE MAXIMUM HIGH VOLUME IRRIGATION: HYDROZONE shall mean an irrigation watering zone SQ FT in which plant materials with similar water needs are TOTAL LOT AREA ) 0 0 grouped together. TOTAL IMPERVIOUS SURFACE AREA - 3 9 8 if SQ FT HIGH VOLUME IRRIGATION shall mean an irrigation system that does not limit the delivery of water directly to the root zone and which has a minimum TOTAL PERVIOUS AREA /LANDSCAPE + 1-- SQ FT flow rate, per emitter, of thirty (30) gallons per hour (gph) or one -half (.5) gallons per minute (gpm) or greater. (PER SECTION 24 181(b)(4)ii] x 0.60 IRRIGATION ZONE shall mean the grouping together MAX HIGH VOLUME IRRIGATION 601, 2,0 SQ FT of any type of water emitter and irrigation equipment operated simultaneously by the control of a timer and a single valve. C. PREPARE & ATTACH A HYDROZONE PLAN: ON A COPY OF THE SITE PLAN OR SURVEY (RESIDENTIAL APPLICANTS) OR A LANDSCAPE PLAN (NON- RESIDENTIAL APPLICANTS), INDICATE THE L CATION OF THE FOLLOWING AND FILL IN APPROXIMATE COVERAGES BELOW. r IGH WATER USE HYDROZONE(S) [ALL APPLICANTS] L/ SQ FT %TLA High Water Use Hydrozones contain plants that require supplemental watering on a regular basis throughout the year. These areas include turf and lawn grasses and are typically characterized by high visibility focal points of landscaping design where High Volume Irrigation is used. High Water Use Zones shall be placed on a separate irrigation zone. ✓ MODERATE WATER USE HYDROZONE(S) [NON - RESIDENTIAL ONLY] SQ FT % TLA Moderate Water Use Hydrozones contain plants that, once established, require irrigation every two to three weeks in absence of rainfall or when they show visible stress such as wilted foliage or pale color. These are typically perennials, seasonal plants and flower beds. ✓ LOW WATER USE HYDROZONE(S) [NON - RESIDENTIAL ONLY] SQ FT % TLA Low Water Use Hydrozones contain plants that rarely require supplemental watering and that are drought tolerant during extreme dry periods, such as native shrubs and vegetation, established trees and ground covers, and wooded areas. r MOISTURE SENSOR(S) [ALL APPLICANTS] At least one (1) moisture sensor shall be located in each Irrigation Zone. (- EMITTERS [ALL APPLICANTS] Emitters shall be sized and spaced to avoid excessive overspray on to impervious surfaces. City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 (P) 904.247.5800 • (F) 904.247.5845 • www.coab.us FFL- ICCv12.07.10 ACOR CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) � M 03/04/2011 PRODUCER 386.328.1100 FAX 386.329.1100 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bates Hewett & Floyd Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 3400 Crill Avenue, Suite 2 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Palatka, FL 32177 INSURERS AFFORDING COVERAGE NAIC # INSURED Futch's Landscaping, Inc. INSURER A: Westfield Group 24112 DBA: Lowman Fence Company INSURER B: FFVA Mutal P.O. Box 725 INSURER C: Palatka, FL 32178 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR INSRC TYPE OF INSURANCE POLICY NUMBER POLICY TE IA DATE IMM/DDIYYY LIMITS GENERAL LIABILITY CWP5528719 10/10/2010 10/10/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ 100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 A PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 — 7 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC840- 00256832011A 03/01/2011 03/01/2012 X ;asp-NA- OTH- ER AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, descnbe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS BLANKET ADDITIONAL INSURED AND WAIVER OF SUBROGATION ON GENERAL LIABILITY ONLY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Atlantic Beach IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 800 Semnol a Rd REPRESENTATIVES. Atlantic Beach, FL 32233 AUTHORIZED REPRESENTATIVE 1 John Mikell ACORD 25 (2009/01) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 0 5 10 2 0 ---- -- 3 0 1 5 0 v e (SCALE PERTAINS TO DRAINAGE OVERVIEW ONLY) DRAT- 'AGE ._ OVERWRT iw 1 � , j l i f h Y .. sv,,,, :i' r , Q /: �/ / 7 / i i f Y !1 HVAC �r J I f ./ / r' Sr I - WOOD DECK I FOR l .StJ� ka: ( ca9 GARAGE DOOR W kg a ENTRANCE AND s �! SHOWER (7" ELEVATION) /// ®� t low . , , / , ' - .r. ,:... 111, -L4 A / x --- ., , � '� o ra'�Mt'" .. [rr�� DER TRANSITION �� POPERFORATED HDP i11� ' DRIVEWI GENERAL NOTES: 7 40kUlkit et ise 116 14 44" ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (SHGWE , t ,. 1 BOTTOM OF SYSTEM /4" BELOW GROUND SURFACE (BGS) OVERALL SURFACE FLOW FROM EAST TO WEST ass" Pei �� at 1' DOWN GRADIENT FROM END OF DRIVEWAY TO STREET W. 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N II _ _ ___ __ ___ 0 L L 111 C./) N i 0 w 0 0 M n �U4- = '� N C V) O L C l0 NI L N 0 V) ,t �IN m C C a — �—._ 0_ J R 0 rd Z 0 as d = ON >< y 00 > a_ a s = (,) - ra c M rnN IN) V) a 25 U - ' - O 0 0 a) LL.1 y 0 07 V 0 = a) d > to > Z C � O 14 x x x 0 4 E 4 L U E 3 0 F y ,•.< 0 CV N N 0 G - = = V _0 - 0 V) --J () .4J L. - O V) L 0 C) E o L • ¢ ✓ 0 0 0 a) /) 0 P '_ a G c �- ti 0 0 Q) > 0 V)� d L 3 0 U L Y L a O 0 V 0 •• 0 1,, O F- I 7 • !t • 4 0 0, m O a.�' O 4- +' = I 0 0 0 O 0 J - Hm C CO Z 2 0- • 70 co c. O M ,-I O 0 P r-1 c 4 N O 7 I i4 0 J Lf) in - .4 - .- O O M 4 " CO N n U') •' M 7 d' >- tI) O N J N I O - O 0 II M > o 0) Z M E V (.} I-. = Z OW - p W W Z 11 la +) C 4- 0 LL_ F 3� O O W O HO 0 N W Q CC V W CC CC V V 'O - L.L. • O J 0 ••0N r0 V 'p L 0 N Z .-- 0 r0 • 0 V 0 0 W LL L.L. LL L.L. 11 O .- 4- V = -0 3 0- (L. c V) N N N (n 0 • L > 0 0_ d IZ 0_ a 4- In 0_ r-. O 0 C N O a ro M \ O O O O O N O • _, V) OO � .--. = = /..l \ O ^ O O n • 05 O O 4/) = I-- 4) 'O �..% N ,-I M r.--1 N _ J J O z- _ V V ~ — D 0 M a-) ,-5 C 4 • = M \ ' ^J r_ —KO V 0 • V C7 LOC 0 .— C = ,-1 c)--) \ 0 Q Z 0 0 - 4) 4 - 0 J J J J J L,_ U • 0. 4) 4) l/) U r0 O h J O O J U N = U V 4) N X 0 O J H = C w� o Cl.) 0 > Li U U U U 0 = d _, 4 = o 0 0 ro I- I- CO m I- O (n N +-, N CO L Q 3 N 0 .,- 4- O - 0 c L 0 0 0 III i 4) 0 CL O O 0,- O O O 5_ yy i x N K V) L 0/ Z Q J (73 A C W W O N O V) ro • 3 - O O '---,r) i O E -O 2 'O c c.7 r--- L • S �0 . U co ro z s._ +., X + G O o 0 O M �� O Q � O ~� U 4- C yy _ ILI 4- n c 'O �- C O _ __� . T OU P 0 • CL L N O v) Or N 4- V L - 0 O U O no / M M L Z `• 4 O N rO� L V ..y • ( � I1: O O '0 O N - 0 ro ' . ov C ,-, I O! 1 rn.N C O O U s_ cC U _C r A MS . O O m V '0 O r-I O � T c O L 0 V E 1p _ O 3 723 r, O r 3 C p s _ ., _ O n - _ N : :I ! s : i ! n = - :i_ :: p O �++� C fi - - C III N = - O 70 X .1 C rz II _ _ ____ 0_•_ • _ 0 U 0 1_ _ _ - _ J 0_V 0 U cC - - - _ L_ 0 Ln O``< - _ L � 0'0 L N 4'_ _ _ v. - _ _ 0 0 O U L . 4 O > m _ _ _ _ _ _ _ o • S._ 74 0- • _ _ - C .--. ON 00 O 2 - _ w J L Cl.) X - - - - - CO Z V N 0_M �� O .. - - __ z O +) _ _ _ V �0_+)L o) < _ _ __ - L Z O 0_c V) O _ _ C L 4) = - - _ _ - J r0 O O • O O 0 _ _ _ _ a Y ro -O ,--1 3 - _ - -' C 0 U,- U O ro = . +) vs x� V) O - - 0 M 0.O _ _ O r6 to UL r0 N _ _ _ `-'f-.7 _ - _ 77 2 7 V 0 4- V O) ^ L +) _ _ _ C ,— = L rd C CO ro 0 Q = - _ _ _ _ _ _ 4J 04- UL .4-' _ - _ - y = --- no +) E ,-) N r0 0 = = _ _ z2 O - o C 0 4- ,.) O O 0- - - _ _ V 4- L. O L O CO -�• O x =_ _ 0 L • r6 0 0 U =-• _ Z N Cr W r- 0 C C J N X _ G m _ __ - C O 0 t0 r0 ••= III ,� w 4- ° - _ - - J L C > - O - _ - 1. - _ _ 4- 0 L 00 0 0 3 L . O 0 ,=000 N o V O J LP - w - - - _ _ - _ _ _ — O O c r6LL O co ,, m / O d r-1 ic < _ <z N O E I- .r - L U V > • • JL O v_..„ � LL_ r,� si C ,( J O J N L) 2 O 4.4. Mop K to In N V N r- O +) 0 O V) +) ,--.1 ro N W d N 0 V) 4-- L r0LY 4) I 1 ' r > Z G 4-O 0 VC 0- 0) W U U U • 4) I J 0 (0 ti p 1 3t w x x X"0 C J - 0 ro ...0 E = rY 3 C �_o N CV N 0 ro J 0_ O d,-) +) r O 0 -C m 0 V 0 0 m C n J Q V U U U L L L V O U 0 O .- L_— ..< D_ C C ' 44 ) 0 0 O = CO - 0 L - o 0 r- + > L = LL 3 O 3 O O V •• 0 0 U V O .Y0 0_O O O 0 LP T 4 0 0 0_+) 0 r 0 0 4 - / 0 O 0 0 r0 0 4- +-, ~ 00 V) 0 O +)L 0r L O O J `�'r -07 •• 05 V) V) V 0 0_0 0 Z 0_ 4, o M O p -1 E N LC) - N N O r1 7 O .- - O M n � CO N LS LO d' rh 7 '' >- Lc) O N J N I O 4 M O V O = N = CY T-1 E CO E C Cr U C7 • D = Z n Q) -J 41 W W Z W .4- o L V Li I 3 O O w r0 0 HO L N LJ Q 01 O W K K 0 • U - O v0 • O SD O O = N 1.1 . - Om 0 U +) d - • J 0 •• = 40 L C Z 0 0 r0 .--I • ^ C U 0 O C W r- 4- 0. . O L.L u. u. u. u. o - O 3 Co OJ = M V) V) N V) V) ■- v) o_ J-J ,, , O O O O O Ls) O < p 0 o o_ co N • w o_ 0 +.) L , O N. O O n N 0 0 0 c c \ N M .--t N - 0 0 n 0 H N _ J I..�O L rh • V C - 0 L M I-I 11 .6. • C H • C M • ^J L •r- 20 4) ' • U C7 7' 4-4- 0 ,--- = r-i O O Q Z O 0- 0) I- 0 J J J J J W V • Cl 0) 0) V) V to \ • r- F-- N c 0 u J O O J V 01 V) X C C J CC ¢ W 'O L 0 'a O > Li U O U V O O 0- , V c 0 O c ra 1 I I- m m I- 0 V) V) •- V) N 0 L Q 3 O 4 ✓ O - p c L N N LD Z ti N 7. L d O- V J-) V C1 C r- L V 0 , N n z A •• O Q) O)— 0 0 O L 'I co • , d cn ro O + O Q_ 0 C7 r x 03 CC VD _ V) _ ■^ 25 • 3 a O �Ln e--.1 X O -• ▪ E •-' U r0 Ms L m +, M C 4PA 44.1. ••• 01 • •• Q SA C O 0 C 1 ■�' O • 4_, . - ..- -. O V 4- C N ... • 4-1-� r. - 0 ¢ 0 Z N W ... • - ¢ -- o o) a) roa a SW a # O F - I- - • M .� N V V c • d O O Q CD - N '- O . j • • Z H t v; O N 4- V _0 - 0 0 0 O) r0 /_ --N O co `: y CO 0 C7 +, r0 C 0 _C O i O on ra 4 L U , .� � 0 . S- 0 = S.-, S.- J -0 Al 3 �'~ O r0 L C O CC V CD 3 r0 0-O0 Om Il O _ - • O >>4- C 0 N - .a r CO 1--.1 _ _ - _ - CV V) r- L 0 O C O r-- U .-� _ - - - c. - ran. 3 F - oc m ¢ . 4- . i_ =_ _ - _ L 0 Q N v J _ V) O L) N z _ 5._ O d 0 E _ _ co c‘j OV CO _ _ v X � / c o I - CL..--,. c U O ~ - Li 1. O p= - L - - -_ C Q) U W _ - _ _ S - 0... 0 > on = _ _ _ C) • L V o_ • _ Q 0 N L LC O W _ _ w --J -= Q) X '• -- CC Z U V) aM �� O VIII • • . _ _ _ - Z CO , 1-) _ _ _ - • V •• �. 0 CI3 .0 Oi O r _ - - - _ N O r0 J. C _ _ _ _ _ _ F- a CO J-) �•r- N C> - - _ _ Z N GZC V) O _ - _ Q O_ L - O Q) ' - _ V) r0 O) 0) r- 4 - _ _ -- Y •r- ro 3 0) _ - _ - - - C U J_4 0) 0 ra cr Q X r- ro J- L 0 EL� �NI 0 r - _ < r N . ) r0 r6 r - V) _ _ .4 = _ - • J_) V) X r- V) L _ _ _ - - _ N 0 M ) _ CL C =;-';'-z';.• _ V r0 sn V r0 N _ _ _ _ _ _ - c.) V) O J-) V O ^L] JO _ - _ Q r- C _ r6 C Q) rp 0 Q _ _ _ _ _ V - 0 41 0 J-) -r- 0 L -J-) c _ a _ < _ _ _ CO L :-, E J-) V) 00 0 O 4- _ _ _ _ 0 -- Q) - 0 ¢ 04- J- O 0_ - - z - - - V L L CD L O CO 1111 O O) - _ * _ - _ _ _ - V) Q J r- L C C J CO X z _ . J - O) O ra - 3 LiJ s - _ ro 4- L C> �. - o 111 = _ - � ✓ - _ F- J V) L DJ - 0 - O C L)_ ,I _ _ O c Q V) CD- 0) Q) Q) - L L r0 \\\ N J X = _ - ti p - - - L � J� -CD O d 10 _ _ - _ _ _ O o C r0.0_ O) M , m O i_ _< = cu =c N O E 4- t V U = �'' * x • H O U r- M LSD J ° O rti {/1 N L Z • J - 0 0_ r- Z '-' 'y- 0_ 0 V 0 0) 0 >< v J 0) (j 0 V) rn 4- N • C 4J--) 0 co O -7 CL- L J to O G1 V h 611,.. O V W 4-O Q 7 CV V L O) 0 C O O) CV ▪ N N M x o o E _ •r L v �, J N Q V) —aN a 4 , J = a 0 C L o - 0 N - 0 ter- _, r-. \ ° LO n o >- 00 0_ CL CL e...1 0 Z L 0 - 0 Y V)V)V)V V) J O v 0 0) V) ) to J _ l0 N r6 Q) W 01 ' as V) H L /O�Y co r- > Z p LL Z V. -0- 0) W V U 0 • CJ 1 J .-+ C LJ X X X-0 = J - 0 ro w E 0C o_ 3 a E gi p -.J NN.N L J a0 O+)J -) r o O _c m O U 0 V) 0T C J V �� 0-0 V) L L7 -.-- r0 J' C 0 ^ r Q ✓ L L JD V 0 L C 0) ¢ d C G V' • oo0 > co �.n - oo� J. 1 O >- ' g A • L 3 0 3 0 (1J U •• �-- 0 V 0 U O V- 0. 0) - 0 0 O 0) II CO .. � r0 4- � L CL L4- L r- 0 CIL, J- 0 0 0 0 r0 0 4- I- 0 0 V) 0 0 J.) _C L -C O) O J - y-m •• CC V) V)U - 0 C1U O Z 0_ LC M in O .-a 0 o .-< O \ O ' LC) z as Ls_ I� ch o J 0) LC) 0 0 M _ \ 4 ,, \ Cr) N V M 7 r >- W C LC) Ln O , J N I- O 3 II N = 0 U O r1 co CD U 4- - CC = . = z n O N ro La al Z Li. LL_ I- 3 0 O w n H O O V) W < CC U W CC CC P 0 • �~ O • .L_( CC 0 O 2 V) Li_ '7 C V • • Z , --'1 U Z N Z r0 E J C w O)O •, LL. LL L.L LL L- o 50 0 V) (/) (/) N (/) '° .a H- O 50 d. f1 5 d 0- 7. n p ro O O O O O 0 j w C 0 L N • N O • • v .---. = u O n O O n • V 3 4J tP 'O - \ N r--1 Cr) ,-s N U • = 0> —,--' M _ - y V to C H • M o - U (} • n K (0 • .-y LP n. 4) Q •-y Ox L •,- I N 0 Q z w • d L) V) ro _J J J _J J 4- N U U 'O 4) .-y J 0 K Q £ w r•-• CO L = •^- > U_ U U U C..) 0 J V) O H F- CO CO f- 0 N N • 'n 3 o L M � Q < v r i ^V--.. L .• to \ .. - F - • n L V ?, O+ ------ - 00 w I- r 4) + V) 4J - . y . 4)`- -' L_ 'n 'n Z ` t • 7` •• D_ 0 V X C C7 ,--1 L x -- N �'. E 4- CJ 4) r0 Z ,--. r-, A 0 '• o c 0,— � � � _ N N {L O. • +-+ 0 0 O 4-, V C L[1 yill r Q t w. L O o ¢ o _ N W i o E,-, � 4) 5-(i) rn ^ y INO • F• ♦? 1 _ ry 4- 3 v v ro M .. f % ��p 1." `C O •y 0. •N O N to r6 .l -0 C a > O �.. � Lc a - ) 4 - O . - '� 3 • U - 0 OCCV <Y r0 0 O CO -0 M 4) 4) 0 S C C1 C L N V tp 0 t - _ 0 N _ p = 0) LC) v N N . _ L '--' a __ _ - O f1 p _ - N 0 ,- - 0_ - - - !.- O' - : Ln O V - „.5 p 4) X '�• X V) N N _ _ .'7. _ 4- N J 0 O _ = _ _ w O L O � < - _ - J N N 1 - _ E > O J 0 V '� 0 CO _ _ _ _ _ Q ro 4- LL. _ _ - _ w O 4- n co .- 4J .. _ _ _ _ > � 4- - _ - - Z r - Ls', N ,- , U _ - 4 c - .- J a-' S.- r0 C _ _ - _ I- C 'O � C 4J 4) C L _ -,< _ _ _ _ Cl., L - _ _ _ E 5.- r- -4-' a - 1-- , an r - N = _� _ :.- 0 V) U 0 r0 0 0.) _ _ _ _ _ - .. "O U ro C r6 O 0 .. - - _ _ _ ro 0 r0 0) L 4- ..- _ _ '-- = _ U 0 0 N Co 0 +-' r- c‘.1 _ _ _ _ Q r— U 0 .0 C ra - = _ _ E. - CO +-, C rd Z E'r Ln _ - _ - 1- O O 0 ,- - N - __ _ __ __ U 4 - 0 CO V) L 04 +± � - - - - - _ - 4- 4) 4) d C = _ - __ - H 0 4- +.> C 0 in 4) r __ F -. _ Z N rn J CO 0 C r-- . - - - _ _ Q a U ro L CO 3 _ a T I- 'n O C •,- 4) t1 0) - K - - E. o _ Q d O r6 to O O 0 111 CO C _ - a _ - • O O 4) 4) .0 Q 4) _ _ I- •r- V) �--. 4) � L , M V) N w 0) V 4 0 0 11 11 Q rn� 0 w N 4- IIII ¢t 5 . : +-' •C CI) 0 N J CV 0 0) N 0 0) • 0 V) >< CC CC j N N M 0 N '� 0 C , /)r - = N O Q oc —. -T�, d Y J r0 0 - r0 S 0 U - O _0 O (0 0. w ran W >- 0.. 0- 0- 0 4) L 4) r- r0 C V) Li) V) N ) .)-) 0 'J ro U 0 > Z W >4 sli • N 0 V 4) r0 CO = 'n > G 0 G Cr V 4' 4) .a +) G f{..1.., a 0 w X X X >0 - 0 E L CJ E 3 o_ E y Q v N N N ra s_ 'n 4) C 0 •.,. L 0 0 'D U 2 - 0 44/) _J () (..v \J 70 - 0 '4) L _0 0 ra CO E 0 • Q A y > J o L- L- 4J CJ 0 d0 L II w G F. M 0 0 4) N r- V) r- d .-1 _C _C 3 0 E U L I- a 0 U U 0 4) V) • • 4) I- ' G L- +) r- CC o' m LC/ 4 v 0 CL+-) 0 +-) 4- 50 4- >0 I 0 0 0 0 4) 3 0 ro J 2 2 07 C] 50 Z 2 d LO a O LC) .--1 ,i -O N 0 \ '7 O Li N d' 0 J Q) Lf) - \ '-+ —1 O O C) \ \ M N . LC) O N J N I- 0 _ II M N o = N = CC s Q) CC U c.7 _ = Z n co LLI LLI Z LL U U_ I- 3 O O w I L C0 V) W Q CC V W 0C 2 LL • L-C7 CC 0) O = V) LL. '7 ^00 L z - N Z ,-+ E _'� U. LL LL- LL Li V) V) V) N N L N 0_ 0_ d C1 0- b 0 O V n a \ O O O O O N O �OOO .--I C • • N - O W O r O O r--- .-1 N .-, l0 Q) =H M \ _ .--- O L L.L N r - + 0 c(`--'O \ \ • • • .N 4D to = V • U (0 (o 0-O .- • U (.: '0 () Q 0 Q Z L 4- w oo L � 4-- _J J J J J LL _ r- O a N V) N \ J O O J U • L 0 0_ • U - - = C' -0 = = O) J I- G' < a. ° -, ° X �� . 111 ., n U. m m 1--- o V + O • (0 O L O Ln „ '0 O O OJ 1-- i 0 0 (o V) Z O S • NOOo X r • • nno r i p vY = +., ` 1 . •j Z y CD V O U U CD O `G' • L L + L �V d .. Q) 0, Q) to yy L L.. l0 = 0 C 2 ` - - .- 1J- Lim Q) 0= O 1 o V U V V V O 0 r _: z yra LID 0_ ., . r x L) N N N : - O 5_, _ ,, E i i N O L[) v - - - N \ z - O \ _ (,•) Q)3 <n 4- M- -- - _ -,--_--U x �`'ll M r-, r--- CL _ - _ J U `, M X O - - w Orn v 3 v= y -- ,-a x • CO vF - _ - - _ r -0 LL No Q 0 m - Q =Gt O U U • _ a __ w ro co an - CO ^J .+� 4- Q) .. E - .t - _ U - 0 NQ = 0 . _ _ _ _ 7- r- U - 0 -C L C, 4 _ _ ' _ _ _ 4- F - E • cv V _ _ _ Q m 0 E Q) (0 - C _ - _ _ _ _ _ _ _ _ _ _ LU = ,p • L L Ms = E - 0 = Q) Q) _ Cr _ _ _ —4 E 0 = • - (n - _ U ^ - 0 . - M 0.. - to c Q) - - " - - _ V Q) - (•) U = (o III O C) - _ - - - - - _ U CU C ro O t-0 - - _ _ _ • _ _ - Ln d co 3 V ro .-r L 4- .- N - Q w 4- 0 ro _ (o - -I _ _ - - - _ _ _ _ CC ^ Q) >, 40 Q) _ E _ w..- s- -_= O > 0 ^ n _ U V. -,,-, 3 -,@) CO ro V) L d 4-) CO ^ % z Q -< O rn = = - = Q) an QJ L. 11 _ Z "_ - _ _ _ Z Q Q) CTQ) J 4n O = - U - ¢s _ __ Q , Q) r- .- to (0 L (0 - - 0 - - - • O,-• G . r _ r0 4- 0 CT - • - ro Q) d 3 > 0 r R • F- Q) () V = L Q) E - — Q) L 0 (n r• E 4- (4- 0 U - - ) v4- 0 0 = 0 = r0 = QJ 4 - I ti Q) +) O O 0 r L- i-0 0 0 0) Cr ,..0 04 0 4- L 0 (o _0 • C 0 Q) N O 04 • 0) L N N 0 • 0 V) 0 7 f. 0.1 .-1 (h , ..0 E ,- r Q) Q) = x = v) r- = a ..--. --'+ 0 1,. (0 +) 1— = J Q) ,r, w (0 = U' • L 3 r0 ra= M v) r =0, 0.nx > G G G ,-I.4.- ■-■ .O ti rn r0 r- r0 = _, M N o +) rn v• QJ • Q) Q) > in > p i Z C'�O� ^w s- = O+)O Q) •- +) Q f6 o �� w xxx - a ,f) + o o )-- E co `*- i-U E 3 _1 cv cv N = O d 0 QJ O 0 Q) 0 v 4/) o • '00 N 3 •O U 0 0 Q) E 0 • G CLL U L L 0 V • (0 +) = 0 0 (0_ = L 11 ti 0 0 Q) = M Q) = 0 +) = V). C1 > - L3 C1= 11 L 0 4. U - L I- ' O 0 U E J r t/) o Q) 3 •• 0) m co 00 -o — Q) 0, ~ 0 ▪ d+) O - _ -L.L X 4 - -- 4-' = J 0 0 N V Q 0_ 0 Q) - 0 (0 F-- 07 - 3 m 3 �(/)m 0 Q = = d M o 01 al O o O 0 1-01 - O ----- 0 vY Na L5 o J LC) LD n �5) 5 u) --- --. CO (V N r) '0 > LP O 0 J N I- O I I M N O V = N = CC r-+ £ N CC 0 C7 ' s Z ti r F C O r6 W W Z = Lc O ^ W I 3 1 O O W CO I - N0 O L5 - O CO .7 t' 01 co, co CO 010010 - [� H ( n W a CC V W K 05 +D Lc_ lD ti LCD M O n CO O CO V 01 r1 ti CO CO Lf).- -+0 r0 CO r-1 O O 2 CO W '7 - 0 ••O NLn IS O. - i N V I-0 LID Cn O.- 1 ra. . -.705 L.0 f�01 T . C 1/l Z - r- 1 1 ∎-- 1, - 1„-1 N N N N NN E CO L C5-' LO E O LL_ L.L. Li LL. W . E "-- I---. N N N N N ,r, 0 E L a_ a D_ d d _ 0 O V 0. N O O O O O O O n L CD • ssS - 0 O 0 O N^ W O LO O 71 .-1 c o �H = I.i(") M CO 01 LO Lc, O .--I N O L<I . WC' V co M c0 CO 0,O 0 Ili 0 I�lO. --1 r-... N ti LP CO O 1 M co co .7 - 01, 1�MIb. - L(, - o E cF- • . E CC 00 N Ln1� 0.-1 Nd'1D10010. -i4-ID OO.-M Lf)lo _ 4 V V` L 0 _ r- a .-, -1 ,- N N N 111 o a r .a V ro F- �--i .-1 T - x 1f) J - J J J LL_ ' . L - 0 L •._ V X II J J o o J- a Ln > • , II I II N M L. V V I - I - V V 0= CL £ 0) N c %II n rn m m I - o N Y = = X CD III / LC) ) ._ U L J + 0 0 ' . • z _. O r o X c z D n III N ' •• . . , � , ; p lD U O -�MMMM MM CO M MMMMMM M000000 r 1' 4- L.,-, .- CC7N co OWN co co m CO co co co co co NN CO NN N N NN N = ,II h. • ro Z z RS � s --1 • s --1 s � X O 3 CT O V =H. L5 0 �• .. 4 ,-Q III II II = o � W °' N r ,. O O ro 0_ L5 CC J C S- LO - III N 2 a 012 m L N Ill �- • x , c 1". ` W; 0 � K J O 4) V m J 0)� III ill Ln F C L 05 0) 0 E L 1- D r6 O - d E •-: x III 1i 1114114111, /' ... # .••Q� M cc . 0) 4_ • o 11 IL . w ' c 0cCV V VUV V V V VLDV V VCJCJV VC)CJVC.)V 3 x -O <0 OI- V- I- I- 1- V- 1- I- I- f- I-- V- I- H- 1 - I-m CO CO mmm '� ` .1 =x III 0 0 O F- L- CO V _ _ ; III o a LC) III i i = ' o - _ - 111 X IIE- LO °= , _ M LP "II N III 3 II O ON -- - II ll v o - •E 3 x ).--- _ _ 2. III I LP N ^ - "0 I n II_ 1-1 c c. - _ - z. l-1 T X I M LI) N a. 0 z _ _ < _ -- s.0 LP IIIII X V I- \ - N 7 -- O to N = _ _ - I II o > O,� _ _ -__ III II/III r N C I- V _ T. O •'-1 Lf) II —:II I CO m W ^ _ _ • III II // x W LP n CO L 5 I' ,II N z _ Ls7 . 0 - _ _ -_ _ _ I L5- V - - _ OMM • 0 LP _ - • O III / III '' 0, _ - - I • 1� n ro - 0 L5) II\ O _ _ - a , c_ a a r-1NN O L X r1 l0 V) _ _ _ �� L`) IIl o 0 _ w - ____ ___ •cH O U r6 r0 V _ _ _ _ _ 0 LL4-4- 0. X - _ - _ _ w 0 5 pO E III - ___ - p - - CO - O O Ln O L � n X II . II N _ _ 5 r1 E a II ~ N - Z V C ,II �_ = '-r _ _ - -_ a N a+ -�+-» O = 0 _ _ I- 4 � . M -1 0 � . `0 � III CO ") > _ _ f " _ _ a o r0 O n m 0 0 0 -0 o co > N ' • x 4 3 N 0 a \ ` I O O TT �0 III rCs ro U .-0 co a ros-4 -U W CO X O CV C4-1 N M O 4 I- III �I I Lc) O 0 �' Ln dQ0 U J r _ aa a =oLn a 1n c � ` x ..�!!� Ln ro .ter Y V)V)(y) 0 Ln m Le - 1-- , • N X V W 0 K r O x N Z C CD NNN N w O O O LC) O '-' a O X X X O 0 E 20 N 0_ E �_0 w' ct 4- ro _0 O ,y J 0 -J O E E E • 0 0 += U C-' `•' • "0 - 0 Ln .- 0 0 0 ".1- HI 0 N a C C - L 5_ _o J L 4 •� = J m o o n) --L_ L.L. 4- rn E 1 ° > S. "m 0 0 .0 3 •r0 O 0 ,- I j +• V V 5 "5 O N m O V 0)0)0) N F 0 0 O 0 H m f- 0 4- 0 J 0 0 0 d L- O L J -5- I- CO V) I- 0 I- d N 0 01 E . 0) O o O -,i- ,-.-4 Q N W O — .ti '7 01 ^ L[) 0 J Ll) L() M N = CV •D '7 9- LO O N _J N I- O M N o v = II N C CC HI £ 4) CC U CD = Z 0 , W W Z = W _ U 1 !- 3 Q O W I- CO Cr) Lo G O.-+N O L.(1 O COV V OI 0) CO CO Ol CD 010 '''H L) W < 3 C.) W d' d' Vt W l0 ,--, r-- N .-1 CO M 0 M O CO C C7) .--1 .-1 M CO •--1 LP O CC O O = V) LL '7 p •• NiI)1�0. ---i N�10 X0010• -- i VlD �l�-iM LC, 101-- 01 • 4- NZ r-- �.- �•-- I.- ��NN NN lNN . 0 C w W W LL LL W L ^ V) V) N N V) y 91_ CL 0_ d 0_ L b >' a ON O O O O O O O n O • d 4, '' O O LP O L() N • N 0 4- L.LMM M Cr, LC, Lr) O•-1 N O LC) - V MM N CO 010 0 0- .4,- 0. --1-N 0M Or M 0 COV C1- -M CO HI II) • • CD N d'OONLn I� O r-+ N V 010 CV CV 0•-+M Ln �O _ U U • W r< r �NNNN III _ — o < Z ro V) T II ■ "All II >< n W J J J J J W H. J _I 0 __J U U N J F- 9< < • o U U U U O d - II I- - m m I- o • cJ ° X W o N L L C) 2 �. r y v o O ICI II. • VI C X O ,. C NZ LC • W o N J U 4,,---- MMMMMMMMMMMMM `II III , •• •.-.••• , i • N C 0 O O O o 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N 1 � L f0 Z •-i .--1 •-I ti r-y ti ti •-1 ti •-y •-V .-1 •-I r-� •-I .--1 ti ti �I Ln ^ 0 r O O i ,s. • VI O , O • 4 III = + N W ''i CC O - N N L X IG kIll I� N O _y. * Q 0 1 a w _J c) - III III r✓ z I c 4• c a Ln ` . a+ 15 W i - T III / . .. # . . 0 < J • ,- a 16 • Cl- v o CD U V V v V V I- V U U V U U V V U V U 0 c V U 3 X \ ,� .nglnn. CD - � - - � - � - - - - - m _= III 0 ° Cr) a ;II ' 111 o °' _ >< o 9) � � LP .--I / _ _ _ - _ _ - 5. NN 111 I = co o - _ _ ID LO 1 _ - - X III 3 / O N ol III I 1.'- N o f II -- m X o 7 a, ,~ - - _ ,, - - > N � L e ° _ L 4- Y `o Egli l ao o u - _ N 0 - 9 - C 111 o - " I- _ V, -5=9"5.:,-59, 5 - LE ° N III , U- _ v Ln III III / :II X m = _ O O L X E N _0 0 r6 LL O 49) III E - 0 0 E ODII LO v = _ _ _ __ 4- N .� ° X W - -: - _ - L -MM • Cl- II LO I II ,, _ Q 1 °.0- 0 co - Ln rill Q � J _ ,_ < • .� - N N L C 0 L X •--I � / N _ _ _ _ _ - _ . <,.,., ....,,a..„,<,____ ~ 4-4,4-4- 10 10 C, 0 L III � _ � = _ = - , CO 4) U r o co co 10 LL E U _ L 0 - _ = C .n L.. 4- 4- 4- 4- r6 4) 0 I� • X = V C, . � ,- 0 4, E 0 0 _ LP 3 _ _ < o L aaaa Cna L •co E 111 = _ - _ L 1 >= - - 6] .--4 r6 D O CO O 11"> .� 4- - ,0 'X CD + 1- ^ II\ �I� LS) - - « ' • , _ - 0 Ln .�tP X X _ - _ 0 - _ - - - L., 10 4, M - CT V C r N 3 L C) N - - z _ _ C r a CO E _ 3 111 _ _ _ I- V) 4 r "O J N - _ _ _ 0.,.._,.... U ' O O O O •-1 4, V - - _ F. _ - - _ < N o NN v G o . II X J x L J J-0 rn L n (`7 N z _ - - �- 01 0 +' � 0 o - _ 111 _ < O m 0 0 0. 7 3 < = o5 <- - LS, M L O 4, ' N ^ 1 Ili I� ^ ro • w x - m 4_ . • 0 o Ln .- o - 0 L 4, N c, N > 4 / , 0 - �. 3` - ro 4, V r- - •� O 1_0 n 0 - 0 3 0 • r0 r - N 01 II - )4- , .N+_ , J 0 O V ..4.- - 0 111 0 = ' �a�a pL 0 4 - III III CO °O 0. I- O 4- 4- 4- 4- V J 0 1 \ ' 0 F - �� X - N N N M ,-- LL. r r- r- r C L 0 J C 4J R III N 9 ("^ M 0. •- m • 0_ d 0_ 04 0 co •1- U J +4 z d' _ i ,, L U E L L C N X 11.. `�. L c) V a ada OCOOI On J 4J N CZ L.'', C y MN >- V) V) V) m 0 LI, r1 L(1 L. 9090 N -4) •r Ln X X 9 C O C K M ,- V) C w 0 E 4, LP N I (` it p N N N N L o O R 4, 4, 4, 4, O E y< Z x x x V) - CI C.) O N = E -CI E J N ( j U U LE., 0= 0 0= r0 .0 0 r0 4- I -- O E E E E E + ---.0 o C +' . -0, N _ .0 O 0 O0 104 w ^- C 4L O rn O G CLL L L 90 r0 J L L L L V r 0 7 •- •.- 10 m 0 0 4, ._., — --L,_ u_ LL LL_ V 0,_o � 4- Lo 0) E 7 - '7, 10 U U _c ..= 4, ,-,:s 1- I: L 4, U -1 V- ' m - 90 0 ' r0 7 O N 10 ■n p U UVUUV ^Q ' r n Co to d+` 4, 4, I- I- I- m I- --- X O- C 4- 0 J 0 0 0 4, d ..--, C to = C L O L CL .-• 1- m V) V) i R = N I - C] I - • M 4 LC) 0 01 6l O O O 4 _, .-i Q NJ Ls_ 0 7 7 0 i N- Ll) O J 1- 11) .-I a ,-- M n LC) ' Ln ` M N N 4 dr M 7 " > LC) O N J N I- O II - M = 0 U 0 - CV 0) ,--I £ N = ) U' • r z n = O (0 LJ W Z L1 p c L. 3 CJ O W OO F- MNLIIN CO NOLC1.-- i00J�V0101N0]M1�011� V' L /) W Q CC L.) W K CC a. Li LCD Ln M aI V M O fa- M O O V Cr, ,--+MCO NID�•-• ro M w, CC 0 0 = V) L1_ 7 0) • •0N V Lc Ca. O N Gt LD L9010 V IO f� ^,- LP LD f\Ol _ = t/) Z ---- .-+ .-- .-I r--1 1.... N N N N N N E U L = W LO E U Lw Li L._ L.L. Ls_ = 0 - _ •-_ N N (/) (/) 11) x O E L 0_ 0_ 0_ O- 0. U ro 0 O 1 • n U U CL N O O O O O 00 O L • c '7 4J C% m CD 0 4 W 0 0 O L.C) O L �--• CV _ 0 H = 1.i. M (' N L11 N CO V N O LI) co OOC' C co M co co 0) 40 \ O) U 0,-- ,-y . -I CO LC) M 01 cy ISM CD N.. M O CO 01. -1-I M OO N VD 1 - E 0 =F- • E - r Y O O N V LC) f� O N V L O LD 0, 0 5 . 0 LO _ 0- • • V 0' L O- �¢ .- ��•- ,•--- c..JNN III o a Z 1 ,; -o U ro F- T - LI) ' J J J J J LL- ,--. L> � � X LD II., X J O O J . U _ LC) , II I N w V V c� 0= 0_ D N ra I- I CO CO I 0 N N 0 ,II N . = 0 _ x I - III U d ra .. v LV II. N Z n r 0 .--, U U�V V' C'V Vd'V�V V V��VV<Y000000 III N +i�� ••~� (9 . 4- C = 0.70000000000000000 N N N N N N ;II L( ) �• V ro= '- � - .-+• -, - ..- a- •- ,r,•- ...�•-, -- X C A:. t 3 Q O U 2 Lc) L, 111 = A • w � Q o __I o II in W IC F - J = � � . I 011 N � � ° °12 • L +� lu .� Z N 4 .: o III IX F- 0 r0 U ! Q L)() CV X .... •'aw v) = E •'-' M III LC) O , f1 # , Q W '7 O) CO > 3 III NIIIIIIN �..- OI- I- F- 4- ti I- F- I- I- I- F- I- I- 1- l- I- CO m40 40 CO CO 1-1 4-.) 0= 0 III ° o O 4-- II w U V -o 0) O o 0) __ - U x . te a >4 _ _ - _ --• 111 0:11 II X III is) IIE— N . _ _ i ll ll 111 N 0 � r., _ _ CV .11 �r °- 3 X Q. O Lf) . _ N 111 ct lit....... II = n �_ =_ _ - - T X X . -' _ - - _ N 0- 0 _ - _- III In N - N i n \ N III N O — __ _ III ,-i O� < - = = w i i >< >< N I ,. _ _ • >< v M U W 111 II:. co m = - m 3 N __ __ _ 111 Q OMM Q III 11:0 _- -- _ -_ J o d m III _ ___ X r Q •-, N N O L LO N - _ _ a. _ • 4 - , 4 - , __ • - • - 1 ,� III r, o _ _ _ _ _ _ U U 11:1 > _ _ co 0 ~ rr.Il X _ 0 J 4- 4- • rU Q r.--I 3 _ u E 0 0 II I Q �aa + N III r _ __ Oo x N +- III II,II X _ . .___ on N E ` • LP 0 v E X I1. 111 Ln a - R J z r OOn V = ,p _ _ • �-� _ _ :. _ Q a� N o '0 0 z 3 II' X .. - -- r Et oa _ _ 4- 0 _ o _ - _ _ _ - a -,o� : o 111 `n _ z 5 - Q O _ 0 .. 4 I ___< x _c__<r__ • 000 ti > ,..e, I- •ti 0 ,- X Li, 11 �+-' 4 - a III • MI no ra O Cl., Q %II 111 3 r H N N M Ls_ ,- r- = w \ r6 H III ,I I I LC) Ol — • O_ CZ ) to U J _ W CZ 00 L V r6 X II . - (I 0 LO U 0 G •'h N (Z 0_ 0_ 0 O Ls) d Ln = Y N V) La, 0 L.(1 _D s.,, LCI X N j G 2 r U P pC • w 0 NNN N L O N N ro z xxx - o a) o f E _ 3 w CSC 0 II3 0 O U C v O E E E • 0 0 +' CO • 'O - 6 4 .-= 0 O O) +� 0 N O 4) L.. =_o JL s_oO c,_ e cw so O O 0 ----, W '-' to 4- E >- O ' ea ti L t 3 ro v, 0 U ,--� f I m U U 0 V) N N 0 U V V V 0 ,. N I-- Ln d� N m F- 0 4- J 0 0 0 d L U L .� I-- co to I- 0 I- a o rn E Cr) O o 0 N = — o N W O \ = ,- r '7 I \ f� LC) o J I� 1.0 - .-4 ' O 1 CO lf) ' \ u, \ M N n N d- M D Y 2 co LC) O N J N F O M = = U O CV v C7 .-+ = Z c W LJJ W c O -- ,o v (._ F — 3 O O W 4-00 r (/7 W Q CC U W CC K •• =COCO �� 111 n = NZ NN co c W r . /1 W u_ u_ W W E '. (n (n N U. N = E �_ d d d d d a 0 = \ O O O O O O O ,- d >< O • • L • J (U • LS) . \ O O ll' • 41'7 • N 0 III — W LC) •1- - � = v Ln Lr7 o T M 1 +''� A c' \ II Qi N N r- 0 X i N 3 \ • -css -- • o 5- = C \\ III o \ o Q Z \ J 01 0 J U s c E N W (—) U C..) U O O (1 j 0 x at v I- F CO m I- 0 v) £ Q, 0, to N N = r E J 111 d (`) L) 5...) C.-) X ., L o o •I ', III ......... 1' v) z o '� r =, L r- , -∎ • > CO ,„ •• • / ›< Er 0 a, aZ III - , 9 2 i� ■ 0 . p (J ra O d' X c , --- Q l0 x LP _ • W go y Q O .o a M M T 0— . c -, . CU \ III '-' Z � 1i C % m U J •;_ , - o o . III I- M m►► o ma O (Z' V U +- ` 0 M >< III I :cz, .o oI-m M 0 = Ln II M ch III — _ _ ' - _ ' - , _ 0 - w II I II _ - - - _ 0 c L v M M r; . CO 111 o _ r"' M III '• M M 0 N _ _ III 3 N ` ; = 2 ; E 5: cD C) , ---_-;:, :: ! : _,!,_ III / o_ = - - ,_ ` III o �i = -- x (T O c, - - - I .<1 o\ - : - - - - LL CV L - - VD III N m i _ - _ _ iii I+ M III CO w C,,) x _ _ co T x L.c) : - - _ —J U -- M = _ z ^M Lc7 0 N = 0 _ _ - _ _ - O III d N (T _ 771;7-7 5- - a O Q ANN L L17 - - = M • , III o X = - - -- = III `� = p = _ LLI m coin <1.' _ % _ L.) 77 3 (b M III `� _ a -___ _ _ 4 d a-4 4-+� 3 W x z s _ ° _ Q \ .-,o ro v7 ^ III / M — <_� _: _ - << - r O O O'0 V7 X 0 o CO 4.0 i ~ J III 3 _ • , III >< (b n a r ro v r M M g v a 74174.1 70 ��r o III is _ 'r' M L {, :. / ,4_ p_ =O LO c X • d MN cc — LC, N > k cam, N N to 0 a) r6 Z x x - o CU O -a • 3 O''''''' W .v----..1- 0 c) ) vC.i o E E E • .N C G �- �'p v- = 0 00 N d L L_ J L L V = O >- D • lC m o o a) r ` a E v v C V CJ LJU to I- Ln 0_+4 CU I- m I- _ __J -- I- m cn I- . ,, 4 , ^ O O) L._ O1 O 0 O �y r o N LO L` LC) o J O L.C) n r- O N C) M NJ a •.-1 1 -,:z1' r) '7 d' >- LS) O N J N F- O II M w O O = N = 0- ' •y v CC U U' = @ W w Z W n c o L.) LL F 3 1 0 0 w I- O O N LL < CC U LU K d' W LP LC) CC L= CD = N La_ 7 n 1= .. co f 0 •)Z•C•) -H O 1--- E E c W LL LL LL LL LL E , V) V) V) (/) (n • E a. a. a. a. a. b o L ' so 0 a 0 0 0 0 0 0 • • n = O O LP O L • d - v� O w •-I in ri N • 0 = ON L.. co co O) oc`- -'.- -i -, --H • c 1- d U C7 O Q Z L 0 ¢ III H J J _J J • W _ O � _ J O O J L) • 0 U Lc) J F- CC ¢ 111 . LL () (_) c_) r....) o = a . = - 4: �Y �t F - F- [O co F- O N ` III N n = n L L V III o Sr.: a L O O •. N Z CO‘ = o o-. o0 M , III L - /r CT, °" III M P, c� W °• . • v r¢ d e� -1X1 L! IA # H GIz o ro a x Q M III .. j Z ai A III , M .` �• : ' 5y a CC L M ...... G to T CS f o ' IIpIIOI.11 0cc �s„, N 111 ro CD Im O .• _ = M M III _ 2222 CI) c III M e -' - M III N III o o LP < _ _ _ � 111 o moo - _ H- l,p N \ V CO III " ,1- III = CO N , ( NI - h �(I OO .( Cr C ; . ' O - T. _ _ - _ _ - II 111 CO M o E. _ ICI CO - _ V - ,..< > d < : - 0 ` ' III ,--.1 w - a ■= - w LCD M _ _ III x - _ _ . 2 2 77_ co -_ = a M � III _ III (,.) N _ - ✓ O X (n 0 - - - c_, M M to _ • - -_ - = • 0 N III -,-= -0 O O - - < _ w -- _ X III °- _ m 3 ` X X - z _ __ _ - ______ Z W 111 M w - G ' -" - cc co X , III Lx < _ _ V - a< op . . 111 X > 0 ^ co • - v) , N 3 L = ) `c) 10 III I1I O Q 1 �N�(`") �I III = -- - -- V V co cu Y to to N N .- >< -J = ‘-' d- X .0 N r > pL It = NNN Cl. N L ..0 0_ 3 E G ,� Z XX X E _o U.1 �, ri r V 0L• v c +-� r • G C Li. L L _0 •.- _ O m oom ,." E .. I- I m •+ �L3 U co • U CJ N ✓) Q Ln aa-) = 0 0 0 CU L J O Z Im 0 ) _a r • CO 0 Li 01 O Q O • O \ O 7 l0 n LO 1 ^ Ln o J O LCD 1� r--1 r ° N CO M \ Lr ., \ M N .--1 d' rh 7 •r Y L[') O N J N F- O - CC C N CC v (.`J o •77 = Z 1- 00 .- T W W Z w +.) wON v W F 3 O O w I N W C V W CC - O •• O W OE CC O O = N L.L. '.' J = (A Z M M O E E cw O E 0 ` III (../) a O v n 0 L O n \ O O O O O O O • v) 7:73 \ O O in O LP O ct = �— o . x — O CO 0 S.- W --1 LP 2-1 N CT 0 rr ,- 0 1 ..0 = . lP O /� \ 'O 0I- • • III � oo U III I. 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M III ° = .c- r - .- c N 1 c0 Q _ __ < s- n0-nn • >< - _ _ _ w = m III / I co :- - - _- c =OOOO(.•) = -- = - _ V N N O 1I O- _ _ * _ _ - N om ' - : III X _ _ dr .- �cn ^ISO n 111 M _ _ < 10100 r6 V 1. i, z = ° _ _ f - = Ln rn >< ` I x 3 lx =z- x _ _ _ N o .-.1D o - O • CO - _ _ < - � - � --I 111 ~ ; , . — Cl • • ra ro ro CO / d' N c> ^ T O 1J I' - :� III I c Q a H r.4_4_4_4_, N. 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A _ M ' N O s �, III ��` CL O _ J O 0 ` _ Li I u O N a m ¢ 1::! 0 L.� n } p= V V L __ 0 a z • _ a O ra O CO O 2 += MI 7 CO L0 O < - - - - _ V O C _ < m O = = i O N • V iii L 3 V _ ti _ an o x ISI = _u` V L_ w - = 0 O-O co X X J o Lt _ _ -‹ ,---1 ,O >> C ,c, Lo - - - � c _ - - '- U row 0 z c a -c = a c< = W II • L J L • o = l0 'O Q) Q C zr, N NNM LN (n (.D 00 .-, tl a d ,n 0--0 --, 0) ;72, O C N CV N L � p I %1 .may L = ) 3 U = .. I 3 0 m .,. U U a O 0-4-. w v -� 0 J 0 O O N 0 -m 0 cn +, Z D_ 0 a) c U N o a.) m ' o p o • c c _ w o p n o c p . c u) y @ @ 'a Z o u) _c u) U 7 a) C N ` a' O C C N T C . ° � . . 0 C m o W C O C U > •O E ., ---� a' 0 C 719 O W u) _ cn - a N - C ( L f6 a >' E m cJ Si' E m u) m c0 c E To ° - 0 - a 6 � o o cr... E- CD .c a y : j N E° _0) o a p 1/I c T Q C� : - >�o mm� N �� @ o 3 (..)oo € c vi o 4 3 a)c>' N c - � 0 0U .0o oo c' a a a U 4- a C N ' O p_ a O O d 0 ui c a o ° .a c d Cd Jo a) N m 2 C . . o N O a L as U y @ -N N C a@ p p N O- c o c) V p u) a) a ca ui 'O O) C ' C 2 — a) S ` C� C . a) N • Q C)) -p to • c o ° Jo ^ N . O) .0 - U co - m O. '- CO > • a) • Co C U c m C - X CD a) 3 : O U N u) >, w O o co O O) O Q d C7 ° C C C _ a) a) o) E r) 2 co LLI y o a o) m w c t c o c °- C E a Q Q- w Z U c o. 2 g c U -0 o o 2 0 c a 0 b o a _ m o 0 0 o c, c.) u o a 03 y m e o o a z a) c a? CO n ° C7 m e F. E W W E-� G7 (f) N cX m o ci -� •L., o,o a) c ° T, `5 N O w U in O 'p > , O C a) 72 E C o. •C CO � @ a p i X �? � CO � � E � E � Y C) E � � �� * *** *** I p a)• O O p co O)o U .,_ p .oU a.) _ t 0 `° � � E a��UE Ec rn 't o) i5 m co a °) c �' O 1— E Q) = v E a� m E m o c o g =o m a o m a V; W a * H iQ W > t 6-2 t E X o m m. m o N .c w O •= o O ,•.;.) . 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E _m LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia- Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -1 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L /360 TL = L /240 L 3.5 " , 645 psi L 3.5 ", 845 psi 14' 1 3(4" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 14' 1 3/4" 13' 2" s.c. - 2 Concentrated(Ibs) 2264 1647 100% 0 0' 1 3/4" 3 Concentrated(Ibs) 2264 1647 100% 0 2' 1 3/4" 4 Concentrated(Ibs) 13923 10126 100% 0 4' 1 3/4" 5 Concentrated(Ibs) 2156 1568 100% 0 6' 1 3/4" 6 Concentrated(Ibs) 2156 1568 100% 0 8' 1 3/4" Uniform(plf) 30 0 0 0 14' 1 3/4" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 18912 9400 Min R'n 5316 2722 DL R'n 5316 2722 Min Brg(in.) 3.20 1.59 [Based on bearing stress below] Brg Strrpsi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 16312 1 0' 2" 21 21280 100% 0.77 M(ft-Ibs) 61451 1 4' 2" 21 69908 100% 0.88 LtRn(Ibs) 18912 0 0' 0" 21 20702 0.91 See Note #4 RtRn(Ibs) 9400 0 14' 2" 21 20702 0.45 See Note #4 LLDefI(in.) 0.34 1 7' 1" 21 0.47 L/500 TLDefl(in.) 0.47 1 7' 1" 21 0.71 L/359 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade. Depth. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to the top of all plies, bolt plies together w/ 2 rows of 1/2" dia. bolts & washers 2" from edges @ 24" o/c staggered. 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Analysis valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia - Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -2 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 L i 8.0 , 845 psi L. l 8.0 845 psi LJ 8.0 845 psi 22 0" I 12' 13/4" 1 1' LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 22' 0" 34' 1 3/4" 21' 7" s.c. - 2 Span Carried(psf) 55 40 100% 0 34' 1 3/4" 35' 3 3/4" 24' 6" s.c. - 3 Partial(plf) 1105 804 100% 0 16' 6" 29' 10 1/4" 4 Concentrated(Ibs) 2007 1460 100% 0 29' 10 1/4" 5 Partial(plf) 1373 999 100% 0 29' 10 1/4" 35' 3 3/4" Uniform(plf) 15 0 0 0 35' 3 3/4" Self Weight *Dimensions measured from left end when s • an# is 0 otherwise from left end of the s • ecified s • an. --------------------- SUPPORTS(Ibs) - -- - - 1 2 3 Max R'n 388 19470 13930 Min R'n -321 5532 3709 DL R'n 92 5532 3709 Uplift 321 0 0 Min Brg(in.) 1.50 6.58 4.71 [Based on bearing stress below] Brg Str(psi) 845 845 845 DESIGN V Ibs Value Span X Group Allow LDF Ratio ( ) 10005 2 0' 4" 21 10640 100% 0.94 M(ft -Ibs) 30616 2 7' 6" 23 34954 100% 0.88 LtRn(Ibs) 388 0 0' 0" 22 23660 IntRn(Ibs) 19470 0 22' 0" 24 23660 0.02 See Note #5 0.49 See Note #5 LLDefl(in.) 0.29 2 6' 1" 23 0.40 U496 TLDefl in. 0.39 2 6' 1" 23 0.61 U377 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade. Depth, Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Provide approved uplift resistance at supports with negative reactions. 9. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails © 12" o/c (one row 2" from top, one row at mid- depth, one row 2" from bottom). 10. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Analysis valid for dry-use only (less than 16% moisture content). 13. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 14. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defi (located above beam drawing). 15. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 - 2009 Georgia Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -3 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 L 3.5 ", 845 psi 3.5 ", 845 psi I 14 0 1/4" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 14' 0 1/4" 7' 4" s.c. - Uniform(plf) 15 0 0 0 14' 0 1/4" Self Weight *Dimensions measured from left end when s•an# is 0, otherwise, from left end of the s•ecified s •an. SUPPORTS(Ibs) 1 2 Max R'n 1522 1522 Min R'n 492 492 DL R'n 492 492 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1201 1 1' 6" 21 10640 100% 0.11 M(ft-Ibs) 5336 1 7' 0" 21 34954 100% 0.15 LtRn(ibs) 1522 0 0' 0" 21 10351 0.15 See Note #4 RtRn(Ibs) 1522 0 14' 0" 21 10351 0.15 See Note #4 LLDefl(in.) 0.06 1 7' 0" 21 0.47 02761 TLDefl(in.) 0.09 1 7' 0" 21 0.70 L/1869 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Analysis valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia- Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM-4 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L1360 TL = L1240 3 5 845 psi 3.5 ", 845 psi I 4' 10 1/4" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 2' 7 3/8" 14' 0" s.c. - 2 Concentrated(Ibs) 1522 1107 100% 0 3' 7 3/8" 3 Concentrated(Ibs) 5664 4119 100% 0 3' 7 3/8" Uniform(plf) 15 0 0 0 4' 10 1/4" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2607 5659 Min R'n 738 1570 DL R'n 738 1570 Min Brg(in.) 1.50 1.91 [Based on bearing stress below] Br, Str •si 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 4683 1 4' 9" 21 10640 100% 0.44 M(ft-lbs) 7003 1 3' 7" 21 34954 100% 0.20 LtRn(Ibs) 2607 0 0' 0" 21 10351 0.25 See Note #4 RtRn(Ibs) 5659 0 4' 10" 21 10351 0.55 See Note #4 LLDefI(in.) 0.01 1 2' 5" 21 0.16 L/3946 TLDefl(in.) 0.02 1 2' 5" 21 0.24 L/2846 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade. Depth. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Analysis valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia - Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -5 Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 L 3.5 ", 845 psi 3.5 ", 845 psi 1 11' 1 1/8" 1 LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 2' 7 3/8" 14' 0" s.c. - 2 Concentrated(Ibs) 1522 1107 100% 0 3' 7 3/8" Uniform(plf) 23 0 0 0 11' 1 1/8" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 2040 741 Min R'n 648 294 DL R'n 648 294 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1475 1 0' 2" 21 15960 100% 0.09 M(ft -Ibs) 4904 1 3' 7" 21 52431 100% 0.09 LtRn(Ibs) 2040 0 0' 0" 21 15527 0.13 See Note #4 RtRn(Ibs) 741 0 11' 1" 21 15527 0.05 See Note #4 LLDefl(in.) 0.02 1 5' 7" 21 0.37 U6807 TLDefl(in.) 0.03 1 5' 7" 21 0.55 L/4508 USE: GPLAM 2.0E 1.75x16.00" 3 Plies Grade. Death, Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to the top of all plies, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). Specified attachment is from each side. 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Analysis valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia- Pacific Corporation Project : 05013.FBD Version: 10.0 LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -6 Usage : Beam (Floor) Spacing Max Defl: LL= L1360TL =L1240 (in.): 0.0 L J 8:V. 845 psi 8.A ", 845 psi 1 24 I LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0' 0" 24' 8" 4' 0" s.c. - + Wall(plf) 110 0 0 0' 0" 24' 8" 2 Concentrated(Ibs) 3950 2873 100% 0 11' 7 3/4" 3 Concentrated(Ibs) 3173 2308 100% 0 23' 4 1/4" Uniform(plf) 30 0 0 0 24' 8" Self Weight *Dimensions measured from left end when s • an# is 0, otherwise, from left end of the s • ecified s • an. SUPPORTS(Ibs) 1 2 Max R'n 5341 7956 Min R'n 2715 3429 DL R'n 2715 3429 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6901 1 24' 4" 21 21280 100% 0.32 M(ft-Ibs) 45228 1 11' 8" 21 69908 100% 0.65 LtRn(lbs) 5341 0 0' 0" 21 47320 0.11 See Note #4 RtRn(lbs) 7956 0 24' 8" 21 47320 0.17 See Note #4 LLDefl(in.) 0.53 1 12' 4" 21 0.82 L/559 TLDefl(in.) 0.98 1 12' 4" 21 1.23 L/301 USE: GPLAM 2.0E 1.75x16.00" 4 Plies Grade, Depth, Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support 3. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to the top of all plies, bolt plies together w/ 2 rows of 1/2" dia. bolts & washers 2" from edges @ 24" o/c staggered. 8. For beams with loads not applied equally to all p lies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Analysis valid for dry-use only (less than 16% moisture content). 10. 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L s_ _co OF- 07 a 0 0 0) == O d G C Lc. ti _c J=3 Nc> >' L = U U ti Z 1) ,- CO o O O = d • n CD r N .-1 4_, CT O v '7 CO N Li 1 .9 'C' O J 5-1 LP \ 5-4 '' O CO CO n 0 \ CO N ro C r ▪ L.[) O 5,/ J N I O @ M r O U = - o a r" N Z O O • ^ r ▪ p W W u_ o F- ,-1 '-- o W f- 3 ■ O O w .L.) (U L- CD »I..C)M W Q U W CC CC ro +J 0, N CC O 0 3 V) Li '7 •O ro OV -- • •0 V E _ = E v N O W L.L. U_ Li W , O ) O L V) (1) V) (/) V) U = O� • = 0_ d d a. d CI) 0 = I� D_ < L. U o - O O O O O O O J — L � C..) . III ■ _k v \ = on O = = F- CO Imo >< W O O LL) O Lo .-- N c Cr) O a Oi- ,--y M 1 �' 5-1 L.,-, •r- =J =I-- • • +» NJ _ 00 \ • L .- Q ,..r., C 7 C7 ^4- F- CO \ p Q 4.5 - 0 L._ N 4J V) 0 ra V) d U J J J J J U_ �--+ \ J 0 0 J ra N o � ' 111 J I-- CC Q _, u) O / X W U U V U O 0 d = o •O M 1— F— O] co 1— O v) 0,-) N L 4_ U 0,-, LC) . T _ = '-'20.. 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Z N [. %d Q N CY -1 N 0 I ., y y = tl CD + e L CC V CU v, E M i = +; III "' ' nnnnnm L1J O N • H 0 7 O �' X 00 4) ▪ H U Lf) ^ N - N 111 - E. CO ro 4 O = L ^ - - _ 4) r0 N L LO lo ∎?I LD O _ - v1 O H X Q. 0 _ C1 M V = V - V N O - - N (7, L f) L N = , _ d- III vo X _ ;1 O C1 p _ - - "' III 1 p o _ - __ O 111 O .--I ) N _ _ ill M ` M 2 X O ^ _ = V O _ II I 3 N ° L � _ _ I - -tt)M M O CO CD CO CO MLn d 4 U Li _- vOCD�MVOJ- X 07 _ _ _ _ 0 ••= V 1D O1 0 . M tl) r- N V N w _ _ _ < NZN --- - ice. --i III .. - - - _ W CW /, F _ _ X L _ , L M U O ▪ - Z a III , O I— t1) r _ _ c V Lc) < LLLC)Ln00 M M0O000000 •E Q,--- -NNM�O —MV OO��O ^ — a) _ = _ _ ▪ _ _ III z I co 1 o - - - V .. N V7 CI- kP __ < N U W III co ` z X L Q _ < III CO = = m N 00 X n j f a - �' LSD OJ > s i f. = < - < _ _ x � 4)�00000000 3 . r ^ • C CLOL--CVCVNNNNNNN III �Z -.r,� x o T III '� LC) N Al CU N NNM Lln , �/ ' III -=- M O) I Y V)NN = X X Q C O Cr L N p 5.5. OL O NNN + C CD 4 Lo X X X N N o vO W V V V v 4 D 'p - ON O d' UUC.)VC2U U COCC CO O L L2] c0/1- mmmmmm mmm > C G ' 3• sr3 ,- F- 1 m = co • U U to d+- J 0 O O d , N 0, LLC) s y L.L_ LC) Cc O O (Ni •.--I o N al \ '7 n L) l0 •Y' O J a, Lo n ,-- ■ N co co ' M N n ,-i M '7 > La O o. J N F O y 11 M o U o _ N = K ,--I Q) V (3 • E s Z , ' Ln LLI W ... Li OZI n = V LL_ I 3 Cr O W 7. 0 = C/) LLJ < CC V LLJ CC d' W o y ` CC D O = V) Li 7 _ 0 M CO n C Q) L O Li Li U. U_ LI_ E N Cl) N L/) (/) V) = E a d 0_ a 0_ d O E V i° CU v CO O O O O O O o s ' . n W O O L31 O Lf) , N • O, Q) -0 \ ,-I Lo - O ro 0 O L o a+ CD = d' • U 10 E V � p < Z L O cc o Jo V CL = , _..1 J J J J Li Q) O O X LO J CM O J U - O L N _ LO _ I` J I CC Q = III co C.J U V o CL _ D, ° v T M 1. /1 1- 1- m m 1- o v-) o, `�. 3 M I III N' 3 r) ,_ CO J lo .I M .. V c n 3 III X > _,,,, Cal ro .0 o m > r., M III •.�� ° •• - r III I .I *� �� O J M h.-- T M I• L Q o. 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IF III = - - - = 4, N c, Lo LS _ _ . - _ >< -0 LL 11 0,,,,_,, g : ' Z ' I M oo I \ \I 111 \ a. - ,.- � _ - - Q - m �z I _ ` 001010 OOJOJC 1010c0 II ___0 = = N = 10 1010 000OJN10101 , - I `° • n oz �o I. ct • F ° ro a )^, I, III L P L) E' ti NNM L n ^ = 1- III II ^ ddd V > to cnN J ,-, >< N > i L cc L_ 0 0.1 N N LO r6 Q x x x Ln 3 E w vvv •-1 V UU L0 ° co --p4- •.,) O �U,.. �c�c.�c� L L.DI OF-m m m m m m m co co H O H 0_ • C C I.. 0 3 3 cux > 1 b 'L'a v v 1- ,_.., 5 V V m o r I- Ls, o O O O 0 = J CO c LC) p o 0 E N '-1 . . N y ,) Cr) — o� -: • I LL l0 O J r LC) ,-- O co C _ co N = LL) d' M '- >- L.C) O N J N I - O • i M N O U 0 N - CC •1 n . O U O , , r 1 , Z N �' L)..I WZ LL LL - 3 Q O W O V) U.J Q 0C U W CC CC CC 0 O = V) L. '7 - O D L L1_ Li_ Li L.. U. E E 0 0, N N V) V) V) C). d d d . 0 �� O O O O CD O O 0 n 0 i L W O O LC) O LC) N O, - 0 \ 1-1 L!'1 _ ra CU a 111 III w► A d' • v c.7 _ _ _ X O ...2 L , a X , N _J J J _J J L.L. •-• .fl ,o - CO J O O J U nz. 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M Z 2 N Z O 0 Z Uo ZOO o , r 2 O o r oZO v)2 ' 71(5 o 00 ° O U W m Z Q - v m LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia - Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -7 Usage : Beam (Floor) Spacing (in.) : 24.0 Max Defl : LL = L/360 TL = L /240 u u u 5.5 ", 845 psi 5.5 ", 845 psi 5.5 ", 845 psi 1' 8" [ 13 3 314" I 21' 8 114" [ 1 8" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf; Roof.' Live =30 psf, Dead =17 psf. Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0' 0" 38' 4" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Concentrated(Ibs) 1640 1047 125% 0 13' 2" 2 Concentrated(Ibs) 1640 1047 125% 0 25' 2" 3 Span Carried(psf) 37 20 125% 0 13' 2" 25' 2" 11' 6" s.c. - 4 Span Carried(psf) 37 20 125% 0 0' 0" 38' 4" 12' 0" s.c. - + WaII(plf) 110 0 0 0' 0" 38' 4" Uniform(plf) 15 0 0 0 38' 4" Self Weight `Dimensions measured from left end when s • an# is 0, otherwise, from left end of the specified s • an. SUPPORTS(Ibs) 1 2 3 Max R'n 2419 13923 5128 Min R'n 699 7993 3070 DL R'n 1157 7993 3070 Min Brg(in.) 3.00 4.71 3.00 [Based on bearing stress below] Brg Str(psi) 845 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 6838 3 0' 3" 45 13300 125% 0.51 M(ft -Ibs) 25239 3 0' 0" 45 27651 125% 0.91 IntRn(Ibs) 13923 0 15' 0" 45 16266 0.86 See Note #5 LLDefI(in.) 0.36 3 10' 10" 42 0.72 L/723 TLDefI(in.) -0.19 4 1' 8" 72 0.20 2U210 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade. Death. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 9. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 10. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Analysis valid for dry-use only (less than 16% moisture content). 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. Allowable upward deflection for cantilever is the greater of 0.20" or the cantilever span (inches) multiplied by 2 and divided by the factor shown in Max Defl (located above beam drawing). 14. For explanation of GROUP, change to expanded printout. LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia- Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -8 Usage : Beam (Floor) Spacing (in.) : 24.0 Max Defl : LL = L /360 TL = L1240 3 5", 845 psi 3 5 " , 845 psi 3 5 ', 845 psi 8' 2 3/4" 1 5' 11 1/4" LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf,' Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0' 0" 14' 2" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Span Carried(psf) 55 40 100% 0 0' 0" 14' 2" 11' 9 1/2" s.c. - Uniform(plf) 11 0 0 0 14' 2" Self Weight *Dimensions measured from left end when s•an# is 0, otherwise, from left end of the s•ecified s . an. SUPPORTS(Ibs) 1 2 3 Max R'n 1563 3950 1098 Min R'n 370 1147 11 DL R'n 435 1147 249 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Br! Str .si 845 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1618 1 7' 1" 21 7896 100% 0.20 M(ft-Ibs) 2747 1 8' 3" 21 19322 100% 0.14 LtRn(Ibs) 1563 0 0' 0" 22 10351 0.15 See Note #5 RtRn(Ibs) 1098 0 14' 2" 23 10351 0.11 See Note #5 IntRn(Ibs) 3950 0 8' 3" 21 10351 0.38 See Note #5 LLDefl(in.) 0.03 1 4' 1" 22 0.27 L/3272 TLDefl in. 0.04 1 4' 1" 22 0.41 L/2415 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade. Depth. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 2 rows of 16d nails @ 12" o/c (one row 2" from top, one row 2" from bottom). 9. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 10. Analysis valid for dry -use only (less than 16% moisture content). 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. For explanation of GROUP, change to expanded printout LUMBER UNLIMITED RICHARD TINGLEY 14 Apr 2010 10:55 am 9556 HISTORIC KINGS RD SOUTH , JACKSONVILLE, FL. 32257- (904)292 -2192 FASTBeam® Engineering Analysis ©1996 -2009 Georgia-Pacific Corporation Version: 10.0 Project : 05013.FBD LENDRY 12TH ST ATLANTIC BEACH KELLY RESID Mark # : BM -9 Usage : Beam (Floor) Spacing (in.) : 24.0 Max Defl : LL = L /360 TL = L /240 L L 3 5", 845 psi 3.5 845 psi 3.5 ", 845 psi I 8 2 314" 1 5° 11 114" I LOADS Project Design Loads : Floor: Live =40 psf, Dead =15 psf, Live +Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 55 40 100% 0 0' 0" 14' 2" 24" o.c. Base Uniform Load (Spacing Sensitive) 1 Span Carried(psf) 55 40 100% 0 0' 0" 8' 2 3/4" 11' 9 1/2" s.c. - 2 Span Carried(psf) 55 40 100% 0 8' 2 3/4" 14' 2" 3' 7" s.c. - Uniform(plf) 11 0 0 0 14' 2" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max R'n 1575 3173 494 Min R'n 416 936 -153 DL R'n 447 936 86 Uplift 0 0 153 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 845 845 845 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 1580 1 7' 1" 21 7896 100% 0.20 M(ft-Ibs) 2787 1 3' 7" 22 19902 100% 0.14 LtRn(Ibs) 1575 0 0' 0" 22 10351 0.15 See Note #5 RtRn(lbs) 494 0 14' 2" 23 10351 0.05 See Note #5 IntRn(Ibs) 3173 0 8' 3" 21 10351 0.31 See Note #5 LLDefl(in.) 0.03 1 4' 1" 22 0.27 L/3272 TLDefl(in.) 0.04 1 4' 1" 22 0.41 L/2370 USE: GPLAM 2.0E 1.75x11.88" 2 Plies Grade, Depth. Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Allowable negative moment is calculated based on bottom edge laterally unsupported between bearing locations. 4. Loads have been input by the user and have not been verified by Georgia - Pacific Wood Products LLC. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 6. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 7. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 8. Provide approved uplift resistance at supports with negative reactions. 9. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 2 rows of 16d nails @ 12" o/c (one row 2" from top, one row 2" from bottom). 10. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side - Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 11. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Analysis valid for dry-use only (less than 16% moisture content). 13. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 14. 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A2IaN31 a8556090 : peraid 0'01.:uo!sJan uogeiodioO o!Jloed- el5aoef 600Z-9661-© siskeuy 5upeaui5u3 ®Wea8jSVd Z61•Z - L9ZZE id `311IANOSNOv ' H1f1OS a2i SONI>I 0I1= 1O1SIH 9996 we 99 :0101.0Z ady 4l A37ONI1 O?dVHORJ a31IWI1Nf1 Building Department ".;� City of Atlantic Beach ,+ APPLICATION NUMBER �'s y t''�ri�, (To be assigned by the Building Department.) 800 Seminole Road 4p 5 4 ® . r a ' ), Atlantic Beach, Florida 32233 -5445 iii 5 '--)V r". (904) 247 -5826 • Fax (904) - :45 e ajp �, ti 9 E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND '' ACKING FORM /3 Jo r ■artment review required Yes No Property Address: ' Buildin • 1 � tanning &Zoning Applicant: �1Zli. f/ �i-S :•� ,, / I Public Works Project: /Y f�� m� : - ""wi ...w�� Fire Services _- Revie fee. $ z k . ; t*tlido'itiJ:ie'::*, Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: �� TREE ADMIN. Second Review: Approved as revised. ❑Denied. P d: e CW4''t. Comments: ,.% iii _ —.> . _ • UBLI • U LITIES d Date: P : SAFETY Reviewed by: FIRE SERVICES Third Review: [Approved as revised. nDenied. peep s i,41/p'Oe Comments: i Reviewed by: Date: Revised 05/14/09 ; t!nr i i City of Atlantic Beach APPLICATION NUMBER � Building Department 5 - 4 , 7 (To be assigned by the Building Department.) / r 800 Seminole Road Atlantic Beach, Florida 32233 -5445 �� Phone (904) 247 -5826 Fax (904) 247 -5845 E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM /3 /67?g I •e.artment review required Yes No Property Address: � ' Buildin • r � � lanning &Zoning �_� Applicant: •l��i. �/ i S .'•i Project: / h Int 1 Public Works 21111111111111111 il n•lII.1�l1I111t� Fire Services Rewteiaee $ fK , i' , DepttSignatute ,. W5A m k . ` i,w Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATI N STATUS Reviewing Department First Review: proved. ❑Denied. p / BUILDING `" U (Circle one.) Come - • • � 61r `j i2„.e Porn, v ,c- 7 ,( j A-a % u 1 ANNI G & NG wed b ' a. Date. `/ 2 / Reviewed y TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: 1 Reviewed by: Date: Revised 05/14/09 Do NOT CIE BELOW - OFFICE U[JSE ONLY p cable •Codes: 2007 Florida Building Code wl 2009 Revisions Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Tn itials/D ate: 573//67 Development Size Habitable Space yo 7.g Non- Habitable 7/0 Impervious area Radon/DCA/DBPRS Miscellaneous Information Occupancy Group g' Type of Conduction S 13 Number of Stories 3 Zoning District ie Max. Occupancy Load Fire Sprinklers Required il/l4' Flood Zone X Conditions /Comments : Property Appraiser - Property Details ..- Page of 2 � 1V qo -s5 asst( KELLY BRIAN J & ELISABETH P ddress 0icial Record Book/Page Tile # 2208 OCEAN DR S ST 14519 -00545 9416 JACKSONVILLE BEACH, FL 32250 -62 c Beach FL 32233 0 12TH ST Property Detail - .- Summary RE # 171826-0000 2009 Certified 2010 In Progress Value Method CAMA CAMA Tax District USD3 Building Value $0.00 $0.00 Property Use 0000 VACANT RES Extra Feature Value $0.00 $0.00 # of Buildings 0 10-11 16-2S-29E .115 Land Value (Market) $201,000.00 $201,000.00 Legal Desc. MANDALAY Land Value (Agric.) $0.00 $0.00 Subdivision 03126 MANDALAY Just (Market) Value $201,000.00 $201,000.00 The sale of this property may result in higher property taxes. For more information go Assessed Value (A10) $201,000.00 $201,000.00 ' to Save Our Homes and our Property Tax Estimator . Property values, exemptions and Exemptions $0.00 See below other information listed as 'In Progress' are subject to change. These numbers are part of the 2010 working tax roll and will not be certified until October. Learn ho T Value $201 See below _.w the � - - - - - - -- - - - -- - Propr.Appraiser's Office values property Taxable Values and Exemptions - In Progress If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County /Municipal Taxable Value SJRWMD /FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History Book /Page Sale Date Sale Price Deed Instrument Type Code Qualified /Unqualified Vacant /Improved . 14519-00545 5/27/2008 $600,000.00 WD - Warranty Deed Qualified Vacant 13403-01015 7/20/2006 $100.00 MS Miscellaneous Unqualified Vacant 1334.0 -00141 5/18/2006 $100.00 MS - Miscellaneous Unqualified Vacant i 10999-01327 3/27/2003 $100.00 MS - Miscellaneous Unqualified Improved 05482- 0093.1 1/12/1982 $100.00 QC - Quit Claim Unknown Improved Extra Features No data found for this section Land & Legal Land Legal LN Code Use Description Zoning y Front Depth Category Land Unit 1 0100 RES LD 3 -7 UNITS PER AC ARS-2 50.00 100.00 Common 50.00 Units $$201,000.00 ' 1 10-1 1 16- 25-229E 9E Legal Description 1 10-11 2 MANDALAY 3 E 24FT LOT 2,W 26FT LOT 3 BLK 50 Buildings No data found for this section 2009 Notice of Proposed Prop Assessed Value i MiIla9e Notic p .. _...._. Taxing ng District pt Taxable Value Last Year Pro osed Rolled -back Gen Govt Beaches $267,000.00 $0.00 $267,000.00 $1,386.64 $1,454.62 $1,454.62 Public Schools: By State Law $267,000.00 $0.00 $267,000.00 $1,364.90 $1,357.43 $1,469.54 By Local Board $267,000.00 $0.00 $267,000.00 $653.88 $666.97 $704.03 FL Inland Navigation Dist $267,000.00 $0.00 $267,000.00 $9.21 $9.21 $10.01 Atlantic Bch $267,000.00 $0.00 $267,000.00 $800.31 $842.47 $842.47 Water Mgmt Dist. SJRWMD $267,000.00 $0.00 $267,000.00 $111.02 $111.02 $125.44 School Board Voted $267,000.00 $0.00 $267,000.00 $0.00 $0.00 $0.00 Urban Service Dist3 $267,000.00 $0.00 $267,000.00 $0.00 $0.00 $0.00 General Gov Voted $267,000.00 $0.00 $267,000.00 $0.00 $0.00 $0.00 Totals $4,325.96 $4,441.72 $4,606.11 , n w - „ Just Value Assessed Value Exemptions Taxable Value Last Year $267,000.00 $267,000.00 $0.00 $267,000.00 Current Year $267,000.00 $267,000.00 $0.00 $267,000.00 Property Record Card (PRC) The Property Appraiser Office provides available historical record cards (PRC). 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Date '/) 2 t U PERMIT # Job Address j 7 � (T✓'g ISSUED BY THE CIT Permitee: e4A-54" Yn T , gam, / /24- ,2/ Telephone # `% 0Yr 23 17 Permittee Address: ' ,4, ` J - rx7 6 97 .5 .-.. v G *541 Requesting Permission to Construct: A Oar' , /'jb.- e,r.,./,0''d Location: (Reference to Cross-Street) /5/1-1 OGiz.e -v-, + 't�.z.. 4/4...._ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities /Municipalities: Jacksonville Electric Authority Yes ( ) No (+- ' Date: Bell South Telephone Company Yes ( ) No VI Date: Ferrell Gas Yes ( ) No (..-j Date: Comcast Yes ( ) No (,� Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida De •a ment of Transportation Standards and be performed under the supervision of . ..fr a (Contractor's Project Superintendent) located at / . I e i ' 2 . e... ,4? -, . Telephone # 2 - 3 1 - 2 3 / / 3 7 - -27// 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again • immediately upon completion. OWNER s+etyAue sand MetoN mil pevuoe >. '; !d •, ltOZ `El JegwalldeS:S31ildX3 I ';4"� to Signe Date: 1 �v /U GUM. # NOISSIIIN00AtN ="' w' 7 89V1'3 A31:113r 't% ' Before is 13 day of in the County of Duval, " �' State Of Florida, has personally appeared— -# Notary Public at Large, State of „.. • , Co • •of Duv- . s e 'V ,. k JEFFREY E. TAN My commission expires: _ Pe'q *, a , oV:COMMISSION # DD 713735 Produced Identification ,., , ,, '. i EXPIRES. September 13, 2011 .. .. Bonad Thru Notary Public Underndters R.O.W. Permit Attachment of for R.O.W. Permit # issued , 200_ Atlantic Beach, FL 32233 Owner's Name: Br- 4- : Property Address: 13y AB. 37 73 Subdivision: 6A,e.941 Lot # / Block #: Z/2 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this / day of MO+ , 20k, by Atlantic Beach, Florida, a municipal corporation organized and existing under thE laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida, hereinafter referred to as "USER ". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right -of- Way/Easement permit numbers noted above (copies attached). This work is generally described as: R0%/1/4 �, � tL)OV Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above - described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code, and all other land use and code requirements of the CITY, including City Code Section 19 -7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials. but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as -built drawings showing the change within thirty (30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this pennit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations /requirements of public rights -of -way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of , 200_. By: �- - - ��w► Ow 71 (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 13 day of /1/1A , 2011?, personally appeared before me, a Notary Public in and for said Count and State, , the property owner of , Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Not rr P b 1 '' or said County * TS B MY COMMISSION # DD 713735 W . EXPIRES: September 13, 2011 CIT . O' ATLANTIC BEACH, FL II IIr� " *p ry " undprwdt municipal corporation: Approved: 4r Kt, Ricky L. Carper, Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hanson, City Manager Page 2 of 2 ____ \_______ 1242 1241 N 1 i 1238 129 0 191 / Vit ll 1 \. i i 1 12TH a t __,,,,s----- ► 11 -s 124 O n m 140 Z i 150 t / F. ,x xl,..„:„7":„,,,.., , ,,,;;.. p , - ,',-,-,-, - .A klit \ 9 su C OF ATLANTIC BEACH M OLE ROAD ATLANTIC BEACH FL 32233 OFFICE 1 ...<:::=4 '2 4' - 5" • EAX NK) , ,S , 04247.5.345 i BUIDING.DEPCOAB U9 7-11111 BUILDING PERMIT APPLICATION DUVAL COUNTY . 1, JOB ADDRESS: ;,,„ 2. VALUATION OF WORK — 3 SO, FT UNDER ROOF l3 1 i2:4 "Ttz1 4 Liel 0 . a° , 549 20 4, LEGAL DESCRIPTION: 5,, CLASS OF WORK 1 6, USE OF sigucTuRE: 113 ler-NEW BtaLDtsiG 0 DEMOLITION laRESIDENTIAL LOT BLOCK SUB DIVISION ( n- 1 0 AoDmoN 0 CONVERTING USE 0 COMMERCIAL 7, DESCRIPTION or VVORIC 0 ALTERATON 0 ACCESSORY SLOG a FIRE SPRiNKLM 0 REPAIR 0 POOL f SPA 0 YES 0 NiA /1/E) - 0 MOVE 0 OTHER OWN ER iie NO infrsras. '-' CONTRACTOR: ARCHITECT I 9 NAME 15 COMPANY NAME 23 COMPANY tiAME BRA AO it...SLUI c44 de tiA N LIIP.Afi 90 LAME 74 LICENSEE NAME "... BAN A.4 ,TA—Cc 14 NJ ij b 12 ADDRESS t 7 STATE OF FLORIDA LICENSE NO 25 STATE OF FLORIDA LICENSE NO • le:4-0 1 8 002..eher. b." S • Gee-- ol•Vo / g ti , Pi- pg 33)5 3 3— ,,■tq-. 561 ) 42-f_. 22-5 0 18 ADDRS u ES L ( 1 15 SU r. -445 ADDREss -14zrft Poxle-%-4 - ,, 54 Ass w-1-.Ze. A2. 2, CrA)c 1 1 OFFCE PHONE '12 FAX NO 19 OFFICE PHONE 20 FAX NO 27 OFFICE PH4NE 28 FAX NO % l/-?9 `b Y..- 7?Z 9 0 t / IL 2 4 6 1 I Oti - Z. b `04 13 CELL PHONE 21 CELL PHONE., 29 CELL PHONE 4 i 6 "' ivt 2.771 goy-- z 237-271, t 4 DAM. ADDRESS :;2 EMAIL ADDRE'SS' i 30 EMAIL ADDRE.SS: Je 1? hoimo. Lew i a Oiste ea) ,41-11S FEE SIMPLE TITLE HOLDER: ,/ 9 6 , NDING COMPANY: t.IENOER: ones sow °welt 4.. 31 NAME 33 NAME 35 NAME 1) :0 MI T T ii 32 ADDRESS S4 ADDRESS 38 ADDRESS •d r APR 2 9 2010 ll Application is hereby made to obtain a permit to do the work and installations as indicated I certify tha o work or installation h. s commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulati; .iiiistri dion in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construBn or F•rk is suspended or abandoned for a period of six (6) months at any time after work is commenced I understand that separate permits must De setArtu .. Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with an applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building offidal, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING - • SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU 7...e * ' E OF COMMENCEMENT. OWNER or AGENT CONTRACTOR of *Am Paver of Attorney r Agemo Leto Red ) KlualifieT Ony) Stgned Ai - • ,. AL:,.....(e" Date rV14 ..10249 / 4 Signed EarallaIlib. Date P-6 ,., - - „ Before me this -2 711 /0/V7 2V, ,r, the co:Inty of Before me .".,s .y of A 'Ci- 1 ., 20ffin the county of Duval, State of Ronda has Fersona ly appeared Duval 5 1;te of F -: 'a has Personal appeared il (ee.,111 herin by himself herself and affirms/that at statements and declarations are herin by himself I herself and affirms that ail statements and declarations are true and accurate true and accurate Notary Pti b I,Ic at Large State of F - ', .. - County of Pl-fv Notan, Pab4c at Large State of V County of 7 / -> ) ------ -539 t''"::A!' _ D P •:," t' -.:.B".r.:,' .-,_ , r / "' • •,. .,..- . N.V.7^.' S .3-3*...?e iara* . .., ,., , _ .,,,,,, — N,...,...', S . c . .,:^a......'.e , ,,,,,,,, *,,,, , ,.:±Atgt . ,, —JEFFREY.E.TABB• • is. *.,4i MY COMMISSION it DD 713735 $ If*fil;:1.0...:::75 131ondedITLYNotaryilPub#ItcDUDn:eirw3735 EXPIRES Septembr 13 011 r11ers : e, 2 ?, c5ndei Thrd NOtafY Pubk Uhdvwfilers 3 , . ; ', 7 / .,.# EXPIHES: Septembor 13, 2011 a L ,;Wq3 F ORM Bi."..:/.;: EL-VSE ,2' 1.'...,X,;..,,', • , MAP OF E3OUNDAtri SURVEY DESCF?IPT ION: THE FAST 24, 00 FEET OF LOT 2 AND THE WEST Re. 00 FEET OF LOT 3„ LOCK 50, OF "MANDALAY" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10. PAGE 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 7 I LOT 6 LILOCX t:i0 1 &OM 50 r.i..p. 1/2' AV 10 B0.00• 01 ILLEGIBLE 388'5032T 50.28 04) COT I , CF. .o.l.N I , I . . VACANT trt CZ) 1-• 'cat t.rr t-, - *S. Co .....c:; 1 44 lit ..tzs t .•. CIO t 'LI 1. :fill'i ' l 'On si III .!.g fi-g 4 1.34 ':cr g • Nr ,,,,, h tkiki ft !g. • tz i ll .4 al CT tr . Nx. ttf „ t'a • ■ r , 4' atIr — tull. FtiM'X , : . iiiss; 4' ALP. ,. f. I , P. fir NO It) F.1,P. fir- F igiarr 110 10 ....' ._. ... .... .... . __ ._. ___ ...„,_.,... _ ,„...... , __ —__. - /car tial "s''''. --:'• i-N90"te t ' r .0 x `--- EtOZX .-:-:.4....1...' •,!. - - --- 7 = - --- --- 7mr - -- - --: - - -4 c r cirraErE EXMALK iT4.4: lath sine Er qfg,iiii:::: iltittn!" , asiiiitur:iiia;;;;:::::::; Kt.F.:7:- 'JAMEY tarew. 44 Ptii PROYI0C3 to ITEARINPS NO3 VALES inEnEfon tanyas ARE ASSUMED POO ANGLE DeFritir.roto ONLY AND or luso on 11 BOMB CERTIFIED TO AZ FCIN THE 0 LINE OF Lur a &CV WI. PEIN6 1190'00'00'4, EACLUsIVE BENEFIT OP: 12 UNDERGI1OUrno urrLirms,, ruclimruva W1 unt94 illliOvErtEntS NENE NOT LOCATED Or MIS SURVEY. •AZSCOF/ LAND TITLE INSURANCE COMPANY P.3 ACt74110ING To fl g ELT/MAL ownimicr timmvarr Auf.tan. N nwsr COAST TITLE SERVICES. INC. BRIAN AND ELISABETH KELLY rjRAf NAP PANEL NO. 1201/75 0001 V, EFFema 041.17/10. STREET" ABORESS: DE mown Devagnit7l itERCVN APPEAR$ Tv' Lux IN Aft ',X•, 44 IBIS 3URVEY PEFFONTIETT W1171011T BENEFIT OF AN ABSTRACT. VACANT ATLANTIl A C43111A TITLE MA' RElt TIME OPINION OR TITLE ITCRAPVCE. 45 D.INEALSIONS ABE SNOW TR FEET APH1 VECTAIELS Wiwi* 0 ANTI ARE PLAT AND PEASLVEU L1XESS SUONN orheRkase. , SCALE: .1 0. 30' la ALL DISEHIMIni AlqE PER PLAT UTA.ESS WORN OTITERMISE. (I MERE NAY BE A00ITIONAL AESTRICTioN• MAT APPLY *NUN Oa NOT SNOW r-- IN THIS SIGNET l0IC/1 CAN BE F0IJ141 IN PUMIC RECORDS at" !MW COUNTY, • ...- ' c, to THIS SURVEY 00ES MT eGARANTLE uNNER:BilP. c.) a; ITS TOOINAITT. NUN-Pt romotemeas ANWON HAN-114DE ITEHP -; 5UL71 AS,' Bur OUT L/NPED 10 THE FOLLONIN0 . RUILOIN6 mAreitrAL c -' STORAGE POL1S, PAYER EX.00XS, RUBBERMAID OR PLASTIC VITLITY .17.4 8 BolLonxs M)T (1 1 OM. VENICt EU 4 &0K$ MAY PE OW TNIS PROPERTY our NOT LOCATED vi 5 `.- • 410 LEGAL. ocsotwriott ptagm cu eg ar rxr, /4,,r A . t 1 # • /7 . �S < CITY OF ATLANTIC BEACH % ��, 800 SEMINOLE ROAD . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 ! ;, 31 1 ' Application Number 10- 00000527 Date 5/14/10 Property Address 139 12TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation . . . 489000 Application desc NEW SINGLE FAMILY DWELLING Owner Contractor KELLY BRIAN J & ELISABETH OP CUSTOM HOMES BY BRYAN LENDRY 2208 OCEAN DRIVE SO 4745 SUTTON PARK CT #501 JAX BEACH FL 32250 JACKSONVILLE FL 32224 (904) 992 -2100 - -- Structure Information 000 000 SINGLE FAMILY DWELLIN Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 1647.00 Plan Check Fee . . 823.50 Issue Date . . . Valuation . . . . 489000 Expiration Date . 11 /10 /10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. PERMIT IS UPR 3i1 0A all1 IAl tl$A I3*1 Al CIINCO.FiCIREAISTICCintaialRDMatifais I4D THE FLORIDA BUILDING CODES. rl ,,,,, --11 0 410k ,,,,-, CITY OF ATLANTIC BEACH ex 800 SEMINOLE ROAD J , , r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00000527 Date 5/14/10 Special Notes and Comments Clemons at 247 -5839 for backflow requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" must be installed in a vault as noted in JEA specifications. Fee summary Charged Paid Credited Due Permit Fee Total 1647.00 1647.00 .00 .00 Plan Check Total 823.50 823.50 .00 .00 Grand Total 2470.50 2470.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. t ...t",,, Comp. By: RLC Date: 5/5/2010 Public Works Department City of Atlantic Beach Permit No: 10 -527 Address: 139 12th Street Required Storage Volume Criteria: Section 24 -66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25-yr / 24 -hr rainfall depth (9.3- inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 5,021 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft "C" Wtd "C" Impervious 0 5,021 1.00 0.00 Pervious 5,021 5,021 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 5,021 x 9.3 / 12 V = 778 ft Postdevelopment Runoff Volume: Lot Area (A) = 5,021 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,354 5,021 1.00 0.47 Pervious 2,667 5,021 0.20 0.11 Runoff Coefficient (C) = 0.58 Runoff Volume V = 0.58 x 5,021 x 9.3 / 12 V = 2,238 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,238 - 778 DV = 1,459 ft Retention 139 12th Street - onsite Retention.xls 5/5/2010 Comp. By RLC r Da te: 5/5/2010 Public Works Department City of Atlantic Beach Permit No: 10 -527 Address: 139 12th Street Provided Storage: Elevation Area Storage (ft) (ft) (ft 0.0 0 0 BOTTOM 1.0 980 315 TOB Piped inground storage 131.0 ft Inground storage= A *d *pf A= Area= 420.0 d= depth to ESHWT= 1.5 pf = pore factor = 0.3 Inground Storage= 189.0 ft Inground storage= A *d *pf A= Area= 980.0 d= depth to ESHWT= 2.4 pf = pore factor = 0.3 Inground Storage= 711.5 ft Required Treatment Volume = 1,459 ft Supplied Treatment Volume = 1,346 ft Retention 139 12th Street - onsite Retention.xls 5/5/2010 ;- 4.;1.x`1 i'� CITY OF ATLANTIC BEACH tip f PERMIT CALCULATION SHEET Date 5/4/10 Address: 13912` St. Permit Application No: 10 -527 Notes: WATER SDC $ 1,140 SDC = System Development Charge SEWER SDC $ 4,050 Sewer tap existing WATER METER ONLY $ WATER METER/TAP $ 800 SEWER TAP $ CROSS CONNECTION $ 50 OTHER $ GRAND TOTAL $ 6,040 /0--7 `�" CITY OF ATLANTIC BEACH ( $ ' i i Eic.O.,1W-1 US $c cSE MiNO E ROAD Ari ANTIC S AC Ft 23233 _ l:' C*FK E . '9(74 :4- . S - 2* NO 4 24 ° ,---y " °�' BU P ERMI T APP DUVAL COUNTY t. mss > �� : 3 . � ; 31 1 12* '1 "I' y` 1 ocx� . �O 54 3 4 LEGAL DESORPTION. 5. CLASS OF 55 Rtr \ '> USE OF YRt Tt ' Jy{� NE rETPLDP €G 0 MGa.tr a "' RESCENTIAL LOT SLL '£� Sa sue D • "'K � --- NE ® CONVERT NG USE 0 CsMEr2r,AL 7 DESORPTPON OF wow 0 ALTERATION ® ACCESSORY BLDG S FRE SPNINKLEN. 4 " .rr 1 g 0 mow; 0 OCHER . NO °'° r ri_ "' s T5 ' 4 -7 ,,- i'l_ A l' EN 0 117~~ _ . 9. NAto. __. 15 COMPANY NAM :. / ... 23 N CCMPANYN. E.. ..y Ati., s 1 .4 0,}ra1r,. b ar A tAl+.►t/ v1..1 Fe,.Jel RAW; NA.. LICENSEE � b v (J ti, ADDRESS • STATE OF E LORCA UCEMSE NO 25 STATE OF FLORIDA LICENSE NO 1,2 o 8 oGe D.- 5 • CB - i. po'7 8 ti m- Px 33)5 i- (56-1 -PL. 3 225 ° rEs So-42s+% Pour -C�' < . SS . ,a I +p Za2 ( ti l l 5 J 3 ?c , '-�- 32 4)c ri,,, ,3 58 OFFICE PHONE. '2 FAX NO 'v OF£ t•H'ONE £ FAX NO :..7' " OFFICE Pa{ -4NE 35 FAX NO `90 - 99 2 ? - IOa `�` - 712 goy tit.- V,'/ I ioy_ 246 11,34 Oat. PHONE .. C L PHO '110- 52? 2.771 94y- 1 237 2711 E� PHONE 14 EMAF MORE -SS: 2 EMAt ADDRESS " 32 EMA §L. ADDRESS" o 14'i... / h o�rnAo, ►. U 5 .. Sew. • . IKE* . _... 1* RIG * rr: •• TGAGE `LENDER: 31 NAME 33 NAME 3 NAME ii 32 ADDRESS '4 ADORE:. S 36 ADDRESS. APR 2 9 2010 Application is hereby made to obtain a permit to do the work and installations as vindicated I certrfy th " o work or installation h $ commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all taws regulati str ction in this jurisdiction This permit becomes null and void if work vis not commenced within she (6) months, or if construBiyin or rk is suspended or abandoned for a period of six (6) months at any time after work is commenced I understand that separate permits must ue xeu,nml -- Ele Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finated and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law * ** WARNING TO OWNER: * ** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING ' • SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU '',e, OT ' E OF COMMENCEMENT. OWNER or AGENT COt "RAttTOR Of P of R : ` ed (Ouseeter Dee Sgned _/o Setae me this t f 4 2tArm the county CF Before me 4 - y of .,1 r / . 20 n the county of Duval. State or Florida has persona ty appeared Duval S - -. `a has personal' appeared Kenn by hsrmseif r herself and affirms ail statements and dee,ara5ons are herar, by h;ms& .' herse f and affirms that ail statements and declarations are true and accurate true and accurate ' DJ Notary Pudic at Large State of FL- County of ✓A -- Notary Pais= at Large State of . County of .. i ... iiik.0300 Pe 4oss4,:y Known 'gay Know, o'''.-7-1' ' 0 P .:c i ert , cosy # 0 F r;. : e3 1n1 "rr . � Notary S rature. ►a i �..•....rr , - . � Nota U44"111111,111114414--; '::1177m """411 . .. 1�,3'�itltr � . i� a 7.�. * � ., r W r l .r ... j r .. f ,` ` y r , . r 1 ' r � ",, ~ r' ' I • 1�: # I • 713735 I t , EXPIRES Sep . ben 13, 201�y'� ry OF ATLANTIC I " '`' , i ' IR ESt Septe 13, 2011 Banded rnni N . I uniIC unaenvme�` LANTIC BEA II: �r, Bon I e T — _ ' - ;E PERMITS FOR ADDITION - --,777,-- [ >Ctapr Ir A . :',7. 77 - '-'• 7• REQUIREMENTS AND CONDITIONS. I ' ` F I L E COP . DATE: -S / 7 //° � , ,, REVIEWED BY: E ,„ +r w. 1. 1 h _ w..'r m.:i . ^2,:. DO NOT WRITE BRLOW - OFFICE USE ONLY Applicable Codes: 2007 Florida Building Code wl 2009 Revisions Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /n 5 /3,/ 6.7 Development Size Habitable Space '`079 Non - Habitable '7/0 Impervious area Radon/D CA/DBPR$ Miscellaneous Iufoirmation Occupancy Group d Type of Cons action 5 Number of Stories , Zoning District Max. Occupancy Load Fire Sprinklers Required M Flood Zone )t Conditions /Comments: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 61 The lower the EnergyPerformance Index, the more efficient the home. ■ ■ 131 12th Street, Atlantic Beach, FL, 32233 -0000 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Frame - Wood, Exterior R =19.0 2414.70 ft b. Concrete Block - Int Insul, Exterior R =7.0 1254.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R =19.0 450.00 ft 4. Number of Bedrooms 4 d. other R= 305.00 ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 4074 a. Under Attic (Unvented) R =1.0 1890.00 ft b. N/A R= ft 7. Windows ** Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 831.67 ft SHGC: SHGC =0.30 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1064.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 48.0 kBtu /hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 48.0 kBtu /hr e. U- Factor: N/A ft2 HSPF: 8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R =0.0 1244.00 ft2 EF: 0.91 b. Floor over Garage R =30.0 581.00 ft2 b. Conservation features c. other R= 38.75 ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building �:.- 1 ; , .. Construction through the a• • - 7 - - . erg .ving features which will be installed (or exceeded) - - o`.�x .E ST, q" EO .. • • .; tT4 .w a in this home before final inspect'. ' • erwise, a new EPL Display Card will be completed w'w %• . • : 4 , - .; ' ti : based on installed Code corm- - atures. rr, ; .a m : : ``.� ; , , s'' , 0 o tv Builder Signature: i. Date: yg. � -. a Address of New Home: /�, �' ��r City /F: / t/ ° M �L: , �1 , c o .•. ...... .. ... y � �l� 3 . D , N..... , 3 2 3 .... `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for 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 energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the '"`'Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGaugee USA - FiaRes2008 ; FILE CO ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD • ESTIMATED ENERGY PERFORMANCE INDEX* = 61 The lower the EnergyPerformance Index, the more efficient the home. 131 12th Street, Atlantic Beach, FL, 32233 -0000 ■ 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Frame - Wood, Exterior R =19.0 2414.70 ft b. Concrete Block - Int insul, Exterior R =7.0 1254.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R =19,0 450.00 ft 4. Number of Bedrooms 4 d. other R= 305.00 ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 4074 a. Under Attic (Unvented) R =1.0 1890.00 ft b. N/A R= ft 7. Windows ** Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 831.67 ft SHGC: SHGC =0.30 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1064.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 48.0 kBtu /hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 48.0 kBtu /hr e. U- Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R =0.0 1244.00 ft2 EF: 0.91 b. Floor over Garage R =30.0 581.00 ft2 b. Conservation features c. other R= 38.75 ft2 None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building . T$E sTgT ., Construction through the above energy saving features which will be installed (or exceeded) .. _ ., ... ,, .. ,o� in this home before final inspe .• •therwise, a new EPL Display Card will be completed '447 ./' - �: t. based on installed Code co pli- tures. Q � �r.1� ;: e; 173 Builder Signature: r .,...., Date: 4I 2 I tb _, { t d �` , - Address of New Home: /� (S City /FL Zip: A.Q . l,_. (3 ,, j ,, r. ., .. ` . � 4 � OD wE`,. 31 33 ...........,,,•. Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Kelly Residence Builder Name: Brylen Homes Ltd. Street: 131 12th Street Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , 32233 -0000 Permit Number: Owner: Mr & Mrs Kelly Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single- family a. Frame Wood, Exterior R =19.0 2414.70 ft b. Concrete Block - Int Insul, Exterior R =7.0 1254.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R =19.0 450.00 ft 4. Number of Bedrooms 4 d. other R= 305.00 ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 4074 a. Under Attic (Unvented) R =1.0 1890.00 ft b. N/A R= ft 7. Windows Description Area c. N/A R= ft a. U- Factor: Dbl, U =0.35 831.67 ft SHGC: SHGC =0.30 11. Ducts (combined) b. U- Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 1064.8 ft SHGC: 12. Cooling systems (combined) c. U- Factor: N/A ft a. Central Unit Cap: 48.0 kBtu /hr SHGC: SEER: 14 d. U-Factor: N/A ft2 13. Heating systems (combined) SHGC: a. Electric Heat Pump Cap: 48.0 kBtu /hr e. U- Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R =0.0 1244.00 ft2 EF: 0.91 b. Floor over Garage R =30.0 581.00 ft2 b. Conservation features c. other R= 38.75 ft2 None 15. Credits None Glass /Floor Area: 0.204 Total As -Built Modified Loads: 52.05 PASS Total Baseline Loads: 84.79 ss:.:n.yaaa 1 hereby certify that the plans and specifications covered by Review of the plans and 11-1E ST:41 ".∎ 01., . n this calculation are in compliance with the Florida Energy specifications covered by this . ti . i: * ° '' ...0.40•:: Code. calculation indicates compliance with the Florida Energy Code. =�`'� >, 's ,, , .. u s , - ,. ,ti `O PREPARED BY : - ___ Before construction is completed : "' " ' DATE: ____.__ 4 2e - Z0_1_4 this budding will be inspected for 0 _� t, o compliance with Section 553.908 ' * '. , • ,y; _ I hereby certify that this building, as �'gned, is in compliance Florida Statutes. ~' ` *.,'yC ,. r•'�, ��C = with the Florida Energy Code. ' ,•,, OD wE" ,,• OWNER/AGENT: / BUILDING OFFIC AL: DATE: - % �'2 )_ DATE: _ 5'I 3 1-Q - l 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Title: Kelly Residence Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 4074 Lot # Owner: Mr & Mrs Kelly Total Stories: 3 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Brylen Homes Ltd. Rotate Angle: 0 Street: 131 12th Street Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single- family FL , 32233 -0000 New /Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 181 ft 0 1244 ft 1 0 0 2 Raised Floor 38.75 ft 30 0 1 0 3 Floor over Garage 581 ft 30 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Metal 2114 ft 0 ft Light 0.96 No 19 26.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1890 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1 950 ft 0.11 Wood 2 Under Attic (Unvented) 1 940 ft 0.11 Wood WALLS # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 1 S Garage Frame - Wood 19 450 ft 0.23 0.01 2 S Exterior Concrete Block - Int Insul 7 93 ft 0 0.5 3 W Exterior Concrete Block - Int Insul 7 306 ft 0 0.5 4 N Exterior Concrete Block - Int Insul 7 315 ft 0 0.5 5 E Exterior Concrete Block - Int Insul 7 540 ft 0 0.5 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 2 of 6 WALLS # Omt Adjacent To Wall Type Cavity R -Value Area R -Value Sheathing Framing Solar Fraction Absor. 6 S Exterior Frame - Wood 19 400 ft 0.23 0.5 7 W Exterior Frame - Wood 19 560 ft 0.23 0.5 8 N Exterior Frame - Wood 19 400 ft 0.23 0.5 9 E Exterior Frame - Wood 19 395 ft 0.23 0.5 10 E Exterior Frame - Wood 24 165 ft 0.23 0.5 11 S Exterior Frame - Wood 19 213.33 ft 0.23 0.5 12 W Exterior Frame - Wood 19 162 ft 0.23 0.5 13 N Exterior Frame - Wood 19 156 ft 0.23 0.5 14 E Exterior Frame - Wood 19 128.33 ft 0.23 0.5 15 E Exterior Frame - Wood 24 140 ft 0.23 0.5 DOORS # Ornt Door Type Storms U -Value Area 1 S Insulated None 0.460000 20 ft 2 S Insulated None 0.460000 20 ft WINDOWS Orientation shown is the entered, asBuilt orientation. / Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Vinyl Low -E Double Yes 0.35 0.3 N 6 ft 8 ft 0 in 1 ft 6 in HERS 2006 None 2 W Vinyl Low -E Double Yes 0.35 0.3 N 8 ft 2 ft 0 in 14 ft 0 in HERS 2006 None 3 W Vinyl Low -E Double Yes 0.35 0.3 N 16 ft 2 ft 0 in 3 ft 6 in HERS 2006 None 4 W Vinyl Low -E Double Yes 0.35 0.3 N 40 ft 13 ft 4 in 2 ft 6 in HERS 2006 None 5 N Vinyl Low -E Double Yes 0.35 0.3 N 53.33333 12 ft 4 in 2 ft 6 in HERS 2006 None 6 N Vinyl Low -E Double Yes 0.35 0.3 N 30 ft 2 ft 0 in 14 ft 6 in HERS 2006 None 7 N Vinyl Low -E Double Yes 0.35 0.3 N 25 ft 2 ft 0 in 14 ft 6 in HERS 2006 None 8 E Vinyl Low -E Double Yes 0.35 0.3 N 15 ft 2 ft 0 in 14 ft 6 in HERS 2006 None 9 E Vinyl Low -E Double Yes 0.35 0.3 N 4 ft 2 ft 0 in 14 ft 6 in HERS 2006 None 10 E Vinyl Low -E Double Yes 0.35 0.3 N 15 ft 2 ft 0 in 14 ft 6 in HERS 2006 None 11 S Vinyl Low -E Double Yes 0.35 0.3 N 36 ft 8 ft 0 in 1 ft 6 in HERS 2006 None 12 S Vinyl Low -E Double Yes 0.35 0.3 N 96 ft 8 ft 0 in 1 ft 6 in HERS 2006 None 13 S Vinyl Low -E Double Yes 0.35 0.3 N 5 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 14 W Vinyl Low -E Double Yes 0.35 0.3 N 18 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 15 W Vinyl Low -E Double Yes 0.35 0.3 N 20 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 16 W Vinyl Low -E Double Yes 0.35 0.3 N 36 ft 2 ft 0 in 11 ft 6 in HERS 2006 None 17 W Vinyl Low -E Double Yes 0.35 0.3 N 48 ft 12 ft 8 in 1 ft 6 in HERS 2006 None 18 N Vinyl Low -E Double Yes 0.35 0.3 N 5 ft 2 ft 0 in 4 ft 6 in HERS 2006 None 19 N Vinyl Low -E Double Yes 0.35 0.3 N 64 ft 12 ft 0 in 1 ft 6 in HERS 2006 None 20 N Vinyl Low -E Double Yes 0.35 0.3 N 20 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 21 N Vinyl Low -E Double Yes 0.35 0.3 N 4 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WINDOWS Orientation shown is the entered, asBuilt orientation. V Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 22 E Vinyl Low -E Double Yes 0.35 0.3 N 8 ft 2 ft 0 in 10 ft 6 in HERS 2006 None 23 E Vinyl Low -E Double Yes 0.35 0.3 N 15 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 24 E Vinyl Low -E Double Yes 0.35 0.3 N 45 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 25 E Vinyl Low -E Double Yes 0.35 0.3 N 18 ft 2 ft 0 in 2 ft 6 in HERS 2006 None 26 S Vinyl Low -E Double Yes 0.35 0.3 N 53.33333 14 ft 0 in 1 ft 6 in HERS 2006 None 27 S Vinyl Low -E Double Yes 0.35 0.3 N 6 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 28 W Vinyl Low -E Double Yes 0.35 0.3 N 16 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 29 W Vinyl Low -E Double Yes 0.35 0.3 N 30 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 30 N Vinyl Low -E Double Yes 0.35 0.3 N 12 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 31 E Vinyl Low -E Double Yes 0.35 0.3 N 30 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 32 E Vinyl Low -E Double Yes 0.35 0.3 N 4 ft 2 ft 0 in 1 ft 6 in HERS 2006 None 33 E Vinyl Low -E Double Yes 0.35 0.3 N 30 ft 2 ft 0 in 1 ft 6 in HERS 2006 None INFILTRATION & VENTING / - - -- Forced Ventilation - - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 3847 5.81 211.2 397.2 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 644 ft 63 ft 60.75 ft 9 ft (invalid) COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 14 30 kBtu /hr 900 cfm 0.75 sys#1 2 Central Unit Split SEER: 14 18 kBtu /hr 540 cfm 0.75 sys#2 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 2 Electric Heat Pump None HSPF: 8 18 kBtu /hr sys#2 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.91 50 gal 70 gal 120 deg None 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 4 of 6 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft DUCTS / Supply Return Air Percent # ---- Location R-Value Area ---- ---- Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 814.8 ft Interior 203.7 ft Default Leakage Interior (Default) (Default) % - 2 Interior 6 250 ft Interior 175 ft Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling X Jan 11 Feb /Mar X Apr X May X Jun X Jul MAug X Sep X Oct 1 X Xl Nov 'Xi Dec Heating X Jan Feb X Mar X Apr X May X Jun X Jul Aug X Sep X Oct X Nov Dec Venting X Jan [X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct x Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 131 12th Street PERMIT #: Atlantic Beach, FL, 32233 -0000 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.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 N1106.AB.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 theperimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between bet floors. -- - - - -- - - -- -- — - - - - - -- Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided_ External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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 %. Heat pumppool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both , N1102.B.1.1 sides. Common ceiling & floors R -11. 4/28/2010 10:22 AM EnergyGauge® USA - FlaRes2008 Page 6 of 6 FORM FRBER -2006 Projected Rating Based on Plans Field Confirmation Required Mr & Mrs Kelly 131 12th Street Des' Jacks. 'Ile, FL Atlantic Beach, FL 32233 -0000 Title: Kelly Residence TMY: JACKSON INTL A' 'T, FL BUILDING ENERGT RATIN I 1 4 - �ence $0 $2869 'k 111111111111111111111111111111111111111111111111111111111111111 i 11 111 $ 111111111111 o MBtu 75.3 MB 93 MBtu Cost Basis: Proposed Home FL Realistic sr, Ilifectric Rate: $0.130 /kWh Florida Av -ge r,„ Gas Rate: $1.720 /Therm Savings = $689 Statewi• •rice s ' Oil: $1.50 /gal LP Gas: $1.75 /gal This Home may Quail or . ' ' 's En . Star Label 1 This Home Qualifies for E - i 'elit Mortgage gy g ge (EEM) Cooling $530 ' . -- -- - - -- -- pRr6A Heating $281 /� �r a� fi‹...°4' ti Hot Water $406 ��/ � '` ii Ceil. Fan WA „,.„... x No 1998-001 t Dishwash 1 $23 t.. - n \ ec FOtrwti° / Dryer $116 ___ A Lighting 0451 • • Henry DeWerth USA HERS 692 Certified Rater I.D. Number Miser 903 '_ . Pumps • Range $58 Signature Date Refrig. $10 _' This Rating Guide is provided to you by a Home Energy Rater who is trained and certified to perform Ratings in accordance PV !_11111 with the RESNET standard. Questions or complaints regarding this Rating may be directed to: I EnergyGauge Program Office H I .6=x2”. 2 1679 Clearlake Road Cocoa, FL 32922 -5703 ***** (321)638 -1492 engauge@fsec. ucf. edu NOTES: 1 The home builder must have signed a Memorandum of Understanding with EPA as an Energy Star Homes partner. 2 HERS Index calculated in accordance with 2006 RESNET standard, Section 303.2 (Reference home = 100, Zero energy use = 0). 4/28/2010 10:25 :05 AM EnergyGauge® / USRRZB v2.8 Page 1/1 Savings Summary Mr & Mrs Kelly Title: Kelly Residence TMY City: FL JACKSONVILLE 131 12th Street User Elec Util: FL Realistic Atlantic Beach, FL, 32233 -0000 Gas Util: Florida Average Registration #: Run Date: 04/28/2010 10:24:17 Estimated Annual Usage This Home HERSRef06 Savings Percent Electricity (kWh) 22067 27366 5299 19 % Natural Gas (Therms) 0 0 0 0% i Heating Oil (Gallons) 0 0 0 0 % Propane (Gallons) 0 0 0 0 % On -Site Production (kWh) 0 0 0 N/A Estimated Annual Bill This Home HERSRef06 — Savings Percent Electricity $2869 $3558 $689 19 % Natural Gas $0 $0 $0 0 Heating Oil $0 $0 $0 0 % Propane $0 $0 $0 0 % On -Site Production $0 $0 $0 N/A Totals - - -- $2869 - -- - - - -_ -- $3658 $689 19 Estimated Annual Emissions This Home HERSRef06 Savings Percent _ Carbon (Tons) 14.9 18.4 3.6 19 % SO2 (Lbs.) 87.6 108.7 21.1 19 % NOX (Lbs.) 51.5 63.8 12.4 19 % i Component information for this home for code and other compliances EPA Thermal Bypass Inspection Checklist Satisfied No Attic / Ceiling R -value R -1 Wall R -value R -19 Floor / Slab R -value R -0 Window U, SHGC U =0.35, SHGC =0.30 Heating System Type / Efficiency Electric Heat Pump, HSPF =8.0 Cooling System Type / Efficiency Central Unit, SEER =14.00 Water Heating System Type / Efficiency Electric, EF =0.91 4/28/2010 10:25 AM EnergyGauge® / USRRZB v2.8 Page 1 of 1 Residential System Sizing Calculation Summary Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(53gr.) Winter design temperature(MJ8 99 %) 32 F Summer design temperature(MJ8 99 %) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 49646 Btuh Total cooling Toad calculation 43200 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 96.7 48000 Sensible (SHR = 0.75) 110.2 36000 Heat Pump + Auxiliary(0.0kW) 96.7 48000 Latent 113.9 12000 Total (Electric Heat Pump) 111.1 48000 WINTER CALCULATIONS Winter Heating Load (for 4074 sqft) Load component Load Windows(22 %) Window total 832 sqft 11061 Btuh 18(11(28%) Wall total 3552 sqft 11419 Btuh Door total 40 sqft 699 Btuh Ceiling total 1890 sqft 3683 Btuh Floor total See detail report 8960 Btuh Infiltration 331 cfm 13823 Btuh 0oors(f %) Duct loss 0 Btuh Subtotal 49646 Btuh Floors(18 %) Ventilation 0 cfm 0 Btuh Wells(23 %) TOTAL HEAT LOSS 49646 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 4074 sqft) Load component Load Window total 832 sqft 15956 Btuh Wall total 3552 sqft 5331 Btuh Door total 40 sqft 534 Btuh Ceiling total 1890 sqft 4168 Btuh Ley %) Floor total 289 Btuh I nfiltration 265 cfm 5238 Btuh Internal gain 1150 Btuh V4Indows(37 %) Duct gain 0 Btuh Infil.(34 %) Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 32665 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 9535 Btuh art 4 E6g4N) Ceilings(10%) Latent gain(ventilation) 0 Btuh wells02 %) Latent gain(internal /occupants /other) 1000 Btuh Total latent gain 10535 Btuh TOTAL HEAT GAIN 43200 Btuh Praimvibr EnergyGauge®S zr i�� '"' 8th Edition PREPARED BY: _� �$ DATE: Ze -.ap - z11 MHNUHL J EnergyGauge® / USRRZB v2.8 Residential Window Diversity MidSummer Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 Weather data for Jacksonville Defaults Summer design temperature 93 F Average window load for July 9602 Btuh Cooling setpoint 75 F Peak window load for July 13638 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 12483 Btu Latitude 30.5 North Window excursion (July) 2310 Btuh WINDOW Average and Peak Loads 16000.00 - 15000.00 - 14000.00 - 13000.00 - _Limit for excursion 12000.00 - 'ti 2 11000.00 _J ti 3 i g 10000.00 - 12 Hour Average l a 9000.00 =__ _ o 8000.00 - - - - ~ - - 7000.00 - s ciS 6000.00 - 5000.00 - 4000.00 - 3000.00 - 2000.00 - 1000.00 - 0.00 . . . . 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® Syste r Fl dda sidences only PREPARED BY: CIts- , DATE: `I'" 24 — 2l 16 MRNURL J EnergyGauge® / USRRZB v2.8 Residential Window Diversity October Mr & Mrs KeIIy Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 Weather data for Jacksonville - Defaults Summer design temperature 93 F Average window load for October 8506 Btuh Cooling setpoint 75 F Peak window load for October 13114 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 11058 Btu Latitude 30.5 North Window excursion (October) 4113 Btuh WINDOW Average and Peak Loads 15000.00 - 14000.00 - 13000.00 - 12000.00 - 11000.00 - Limit for excursion 2 10000.00 - ' 3 9000.00 - = - 12 Hour Average r _ 8 8000.00 - 1't -1 7000.00 - 6000.00 - ti 5000.00 - s 4000.00 - 3000.00 - 2000.00 - 1000.00 - 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total October Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. iternd Ener Gau a ®S s i 9Y 9 Y�6�'SZi I. '.a residences only f >. PREPARED BY: k DATE: . • Z if -24,t0 t'IRMURL. 1 EnergyGauge® / USRRZB v2.8 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 Building Type: User 4/28/2010 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99 %) Component Loads for Room/Zone #1: 1st Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 S 6.0 13.3 80 Btuh 2 2, NFRC 0.30 Vinyl 0.35 W 8.0 13.3 106 Btuh 3 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 4 2, NFRC 0.30 Vinyl 0.35 W 40.0 13.3 532 Btuh 5 2, NFRC 0.30 Vinyl 0.35 N 53.3 13.3 709 Btuh 6 2, NFRC 0.30 Vinyl 0.35 N 30.0 13.3 399 Btuh 7 2, NFRC 0.30 Vinyl 0.35 N 25.0 13.3 332 Btuh 8 2, NFRC 0.30 Vinyl 0.35 E 15.0 13.3 200 Btuh 9 2, NFRC 0.30 Vinyl 0.35 E 4.0 13.3 53 Btuh 10 2, NFRC 0.30 Vinyl 0.35 E 15.0 13.3 200 Btuh Window Total 212.3(sqft) 2824 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav /Sh) 1 Frame - Wood - Adj (0.077) 19.0/0.0 430 2.94 1263 Btuh 2 Conc BIk,Hollow - Ext (0.104) 7.0/0.0 67 3.96 265 Btuh 3 Conc BIk,Hollow - Ext (0.104) 7.0/0.0 242 3.96 958 Btuh 4 Conc BIk,Hollow - Ext (0.104) 7.0/0.0 207 3.96 818 Btuh 5 Conc BIk,Hollow - Ext (0.104) 7.0/0.0 506 3.96 2003 Btuh Wall Total 1452(sqft) 5306 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 20 17.5 350 Btuh 2 Insulated - Exterior, n (0.460) 20 17.5 350 Btuh Door Total 40(sqft) 699Btuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 181.0 ft(perim.) 44.8 8116 Btuh Floor Total 1244 sgft 8116 Btuh Zone Envelope Subtotal: 16946 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 11196 0.41 135.3 5649 Btuh Duct load Average sealed, Supply(R6.0- Cond.), Return(R6.0- Cond.) (DLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 22595 Btuh EnergyGauge® / USRRZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 Building Type: User 4/28/2010 Component Loads for Room/Zone #2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 11 2, NFRC 0.30 Vinyl 0.35 S 36.0 13.3 479 Btuh 12 2, NFRC 0.30 Vinyl 0.35 S 96.0 13.3 1277 Btuh 13 2, NFRC 0.30 Vinyl 0.35 S 5.0 13.3 66 Btuh 14 2, NFRC 0.30 Vinyl 0.35 W 18.0 13.3 239 Btuh 15 2, NFRC 0.30 Vinyl 0.35 W 20.0 13.3 266 Btuh 16 2, NFRC 0.30 Vinyl 0.35 W 36.0 13.3 479 Btuh 17 2, NFRC 0.30 Vinyl 0.35 W 48.0 13.3 638 Btuh 18 2, NFRC 0.30 Vinyl 0.35 N 5.0 13.3 66 Btuh 19 2, NFRC 0.30 Vinyl 0.35 N 64.0 13.3 851 Btuh 20 2, NFRC 0.30 Vinyl 0.35 N 20.0 13.3 266 Btuh 21 2, NFRC 0.30 Vinyl 0.35 N 4.0 13.3 53 Btuh 22 2, NFRC 0.30 Vinyl 0.35 E 8.0 13.3 106 Btuh 23 2, NFRC 0.30 Vinyl 0.35 E 15.0 13.3 200 Btuh 24 2, NFRC 0.30 Vinyl 0.35 E 45.0 13.3 598 Btuh 25 2, NFRC 0.30 Vinyl 0.35 E 18.0 13.3 239 Btuh Window Total 438.0(sqft) 5825 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav /Sh) 6 Frame - Wood - Ext (0.077) 19.0/0.0 263 2.94 772 Btuh 7 Frame - Wood - Ext (0.077) 19.0/0.0 438 2.94 1286 Btuh 8 Frame - Wood - Ext (0.077) 19.0/0.0 307 2.94 901 Btuh 9 Frame - Wood - Ext (0.077) 19.0/0.0 327 2.94 960 Btuh 10 Frame - Wood - Ext (0.072) 24.0/0.0 147 2.72 400 Btuh Wall Total 1482(sqft) 4321 Btuh Ceilings Type /Color /Surface Ueff. R -Value Area X HTM= Load 1 Unvent Attic/L/Metal (0.051) 1.0/19.0 950 1.9 1851 Btuh Ceiling Total 950(sqft) 1851 Btuh Floors Type Ueff. R -Value Size X HTM= Load 2 Raised - Open (0.036) 30.0 38.8 sqft 1.4 53 Btuh 3 Raised Wood - Adj (0.036) 30.0 581.0 sqft 1.4 792 Btuh Floor Total 620 sqft 844 Btuh Zone Envelope Subtotal: 12842 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 18900 0.42 138.1 5768 Btuh Duct Toad Average sealed, Supply(R6.0- Cond.), Return(R6.0- Cond.) (DLM of 0.000) 0 Btuh Zone #2 Sensible Zone Subtotal 18609 Btuh EnergyGaugee / USRRZB v2.8 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 Building Type: User 4/28/2010 Component Loads for Room/Zone #3: 3rd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 26 2, NFRC 0.30 Vinyl 0.35 S 53.3 13.3 709 Btuh 27 2, NFRC 0.30 Vinyl 0.35 S 6.0 13.3 80 Btuh 28 2, NFRC 0.30 Vinyl 0.35 W 16.0 13.3 213 Btuh 29 2, NFRC 0.30 Vinyl 0.35 W 30.0 13.3 399 Btuh 30 2, NFRC 0.30 Vinyl 0.35 N 12.0 13.3 160 Btuh 31 2, NFRC 0.30 Vinyl 0.35 E 30.0 13.3 399 Btuh 32 2, NFRC 0.30 Vinyl 0.35 E 4.0 13.3 53 Btuh 33 2, NFRC 0.30 Vinyl 0.35 E 30.0 13.3 399 Btuh Window Total 181.3(sqft) 2412 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav /Sh) 11 Frame - Wood - Ext (0.077) 19.0/0.0 154 2.94 452 Btuh 12 Frame - Wood - Ext (0.077) 19.0/0.0 116 2.94 341 Btuh 13 Frame - Wood - Ext (0.077) 19.0/0.0 144 2.94 423 Btuh 14 Frame - Wood - Ext (0.077) 19.0/0.0 94 2.94 277 Btuh 15 Frame - Wood - Ext (0.072) 24.0/0.0 110 2.72 300 Btuh Wall Total 618(sqft) 1792 Btuh Ceilings Type /Color /Surface Ueff. R -Value Area X HTM= Load 2 Unvent Attic/UMetal (0.051) 1.0/19.0 940 1.9 1832 Btuh Ceiling Total 940(sqft) 1832Btuh Zone Envelope Subtotal: 6036 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 7990 0.17 57.6 2406 Btuh Duct load Average sealed, Supply(R6.0- Cond.), Return(R6.0- Cond.) (DLM of 0.000) 0 Btuh Zone #3 Sensible Zone Subtotal 8442 Btuh SYSTEM GROUPS (BLOCK LOADS) EnergyGauge® / USRRZB v2.8 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 Building Type: User 4/28/2010 Heating Loads For System(s):1 Block load 41204 Btuh Serving Zones: 1, 2 Heating Loads For System(s):2 Block load 8442 Btuh Serving Zones: 3 IVHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 49646 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 49646 Btuh EQUIPMENT 1. Electric Heat Pump # 30000 Btuh 2. Electric Heat Pump # 18000 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) , HTM - (ManualJ Heat Transfer Multiplier) ate tiliKURL Version 8 EnergyGauge® / USRRZB v2.8 Page 4 System gp� p t �",, Q �.a Sizing. Component i We...s & to M. l i • l L.... m «i �'Y F e & P` Mr & Mrs Kelly Project Title: 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 Reference City: Jacksonville, FL Temperature Difference: 18.OF(MJ8 99 %) Humidity difference: 53gr. Component Loads for Room/Zone #1: 1st Floor Type* Overhang Window Area(sqft) HTM Load 1 Window_ Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.30, 0.35 H06 H S 8.0ft. 1.5ft. 6.0 6.0 0.0 8 10 48 Btuh 2 2 NFRC 0.30, 0.35 H06 H W 2.0ft. 14.0f 8.0 0.0 8.0 8 21 168 Btuh 3 2 NFRC 0.30, 0.35 1406 H W 2.0ft. 3.5ft. 16.0 0.0 16.0 8 21 336 Btuh 4 2 NFRC 0.30, 0.35 H06 H W 13.3f 2.5ft. 40.0 40.0 0.0 8 21 322 Btuh 5 2 NFRC 0.30, 0.35 No H N 12.3f 2.5ft. 53.3 0.0 53.3 11 11 603 Btuh 6 2 NFRC 0.30, 0.35 H06 H N 2.0ft. 14.5f 30.0 0.0 30.0 8 8 242 Btuh 7 2 NFRC 0.30, 0.35 H06 H N 2.0ft. 14.5f 25.0 0.0 25.0 8 8 201 Btuh ' 8 2 NFRC 0.30, 0.35 H06 H E 2.0ft. 14.5f 15.0 0.0 15.0 8 21 315 Btuh 9 2 NFRC 0.30, 0.35 H06 H E 2.0ft. 14.5f 4.0 0.0 4.0 8 21 84 Btuh 10 2 NFRC 0.30, 0.35 H06 H E 2.0ft. 14.5f 15.0 0.0 15.0 8 21 315 Btuh Window Total 212 (sqft) 2634 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 1 Frame - Wood - Adj 0.08 19.0/0.0 430.0 1.4 598 Btuh 2 Concrete BIk,Hollow - Ext 0.10 7.0/0.0 67.0 1.5 98 Btuh 3 Concrete BIk,Hollow - Ext 0.10 7.0/0.0 242.0 1.5 353 Btuh 4 Concrete BIk,Hollow - Ext 0.10 7.0/0.0 206.7 1.5 301 Btuh 5 Concrete BIk,Hollow - Ext 0.10 7.0/0.0 506.0 1.5 738 Btuh Wall Total 1452 (sqft) 2088 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 20.0 13.3 267 Btuh 2 Insulated - Exterior 20.0 13.3 267 Btuh Door Total 40 (sqft) 534 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1244 (ft- perimeter) 0.0 0 Btuh Floor Total 1244.0 (sqft) 0 Btuh Zone Envelope Subtotal: 5255 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.40 11196 0.41 108.2 2141 Btuh Internal Occupants Btuh /occupant Appliance Load gain 1 X 230 + 0 230 Btuh Sensible Envelope Load: 7626 Btuh Duct Toad Average sealed, Supply(R6.0- Cond.), Return(R6.0- Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 7626 Btuh EnergyGauge® / USRRZB v2.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 Component Loads for Room /Zone #2; 2nd Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hat Gross Shaded Unshade• Shaded Unshaded _ 11 2 NFRC 0.30, 0.35 H06 No S 8.0ft. 1.5ft. 36.0 36.0 0.0 9 11 322 Btuh 12 2 NFRC 0.30, 0.35 H06 No S 8.0ft. 1.5ft. 96.0 96.0 0.0 9 11 859 Btuh 13 2 NFRC 0.30, 0.35 1-106 No S 2.0ft. 1.5ft. 5.0 5.0 0.0 9 11 45 Btuh 14 2 NFRC 0.30, 0.35 H06 No W 2.0ft. 2.5ft. 18.0 0.0 18.0 9 23 420 Btuh 15 2 NFRC 0.30, 0.35 1106 No W 2.Oft. 2.5ft. 20.0 0.0 20.0 9 23 466 Btuh 16 2 NFRC 0.30, 0.35 H06 No W 2.0ft. 11.5f 36.0 0.0 36.0 9 23 839 Btuh 17 2 NFRC 0.30, 0.35 H06 H W 12.7f 1.5ft. 48.0 48.0 0.0 8 21 387 Btuh 18 2 NFRC 0.30, 0.35 H06 No N 2.0ft. 4.5ft. 5.0 0.0 5.0 9 9 45 Btuh 19 2 NFRC 0.30, 0.35 H06 H N 12.Of 1.5ft. 64.0 0.0 64.0 8 8 516 Btuh 20 2 NFRC 0.30, 0.35 H06 No N 2.0ft. 2.5ft. 20.0 0.0 20.0 9 9 179 Btuh 21 2 NFRC 0.30, 0.35 H06 No N 2.0ft. 2.5ft. 4.0 0.0 4.0 9 9 36 Btuh 22 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 10.5f 8.0 0.0 8.0 9 23 186 Btuh 23 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 2.5ft. 15.0 0.0 15.0 9 23 350 Btuh 24 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 2.5ft. 45.0 0.0 45.0 9 23 1049 Btuh 25 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 2.5ft. 18.0 0.0 18.0 9 23 420 Btuh Window Total 438 (sqft) 6118 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 6 Frame - Wood - Ext 0.08 19.0/0.0 263.0 1.6 415 Btuh 7 Frame - Wood - Ext 0.08 19.0/0.0 438.0 1.6 690 Btuh 8 Frame - Wood - Ext 0.08 19.0/0.0 307.0 1.6 484 Btuh 9 Frame - Wood - Ext 0.08 19.0/0.0 327.0 1.6 515 Btuh 10 Frame - Wood - Ext 0.07 24.0/0.0 147.0 1.3 193 Btuh Wall Total 1482 (sqft) 2297 Btuh Ceilings Type/Color/Surface U -Value R- Value Area(sqft) HTM Load 1 Unvented Attic/Light/Metal 0.051 1.0/19.0 950.0 2.21 2095 Btuh Ceiling Total 950 (sqft) 2095 Btuh Floors Type R -Value Size HTM Load 2 Raised - Open 30.0 39 (sqft) 0.5 18 Btuh 3 Raised Wood - Adj 30.0 581 (sqft) 0.5 271 Btuh Floor Total 619.8 (sqft) 289 Btuh Zone Envelope Subtotal: 10799 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load ' SensibleNatural 0.40 18900 0.42 110.5 2186 Btuh Internal Occupants Btuh /occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: 13444 Btuh Duct Toad Average sealed, Supply(R6.0_Cond.), Return(R6.0_Cond_) (DGM of 0.000) 0 Btuh Sensible Zone Load 13444 Btuh 1 1 EnergyGauge® / USRRZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: Climate:FL_JACKSONVILLE INTL ARPT 131 12th Street Kelly Residence _ Atlantic Beach, FL 32233 -0000 4/28/2010 Component Loads for Room/Zone #3: 3rd Floor Type* Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgtt Gross Shaded Unshaded Shaded Unshaded 26 2 NFRC 0.30, 0.35 H06 H S 14.0f 1.5ft. 53.3 53.3 0.0 8 10 430 Btuh , 27 2 NFRC 0.30, 0.35 1106 No S 2.0ft. 1.5ft. 6.0 6.0 0.0 9 11 54 Btuh 28 2 NFRC 0.30, 0.35 H06 No W 2.0ft. 1.5ft. 16.0 1.3 14.7 9 23 355 Btuh 29 2 NFRC 0.30, 0.35 H06 No W 2.0ft. 1.5ft. 30.0 0.9 29.1 9 23 686 Btuh 30 2 NFRC 0.30, 0.35 H06 No N 2.0ft. 1.5ft. 12.0 0.0 12.0 9 9 107 Btuh 31 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 1.5ft. 30.0 0.9 29.1 9 23 686 Btuh 32 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 1.5ft. 4.0 0.3 3.7 9 23 89 Btuh 33 2 NFRC 0.30, 0.35 H06 No E 2.0ft. 1.5ft. 30.0 0.9 29.1 9 23 686 Btuh Window Total 181 (sqft) 3091 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 11 Frame - Wood - Ext 0.08 19.0/0.0 154.0 1.6 243 Btuh 12 Frame - Wood - Ext 0.08 19.0/0.0 116.0 1.6 183 Btuh 13 Frame - Wood - Ext 0.08 19.0/0.0 144.0 1.6 227 Btuh 14 Frame - Wood - Ext 0.08 19.0/0.0 94.3 1.6 149 Btuh 15 Frame - Wood - Ext 0.07 24.0/0.0 110.0 1.3 144 Btuh Wall Total 618 (sqft) 946 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 2 Unvented Attic /Light/Metal 0.051 1.0/19.0 940.0 2.21 2073 Btuh Ceiling Total 940 (sqft) 2073 Btuh Zone Envelope Subtotal: 6110 Btuh Infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.40 7990 0.17 46.1 912 Btuh Internal Occupants Btuh /occupant Appliance Load gain 2 X 230 + 0 460 Btuh Sensible Envelope Load: k 7482 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Return(R6.0- Cond.) (DGM of 0.000) 0 Btuh Sensible Zone Load 7482 Btuh The following window Excursion will be assigned to the system Toads. - - -- - -- --- - - - - -- Windows October excursion for System 1 1 2056 Btuh October excursion for System 2 2056 Btuh Excursion Subtotal: 4113 Btuh EnergyGauge® / USRRZB v2.8 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: Climate:FL_JACKSONVILLE INTL ARPT 131 12th Street Kelly Residence — Atlantic Beach, FL 32233 -0000 4/28/2010 Duct Toad 0 Btuh Sensible Excursion Load 4113 Btuh EnergyGauge® / USRRZB v2.8 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 [SYSTEM GROUPS (BLOCK LOADS) �--- -� - -_- - - - -- — ' -- - Sensible Envelope Load 21071 Btuh Window Excursion 2056 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 23127 Btuh 1 Latent infiltration /ventilation gain 7875 Btuh Serving Zones: Latent duct gain 0 Btuh 1, 2 Latent occupant gain 600 Btuh Latent other gain 0 Btuh Total block Toad 31602 Btuh Sensible Envelope Load 7482 Btuh Window Excursion 2056 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 9538 Btuh 2 Latent infiltration /ventilation gain 1660 Btuh Serving Zones: Latent duct gain 0 Btuh 3 Latent occupant gain 400 Btuh Latent other gain 0 Btuh Total block Toad 11598 Btuh EnergyGauge® / USRRZB v2.8 Page 5 Manual J Summer Calculations Residential Load - Component Details (continued) Mr & Mrs Kelly Project Title: Climate:FL_JACKSONVILLE_INTL ARPT 131 12th Street Kelly Residence Atlantic Beach, FL 32233 -0000 4/28/2010 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 32665 Btuh Sensible Duct Load 0 Btuh Total Sensible Zone Loads 32665 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 32665 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 9535 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (5 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 10535 Btuh TOTAL GAIN 43200 Btuh EQUIPMENT 1. Central Unit # 30000 Btuh 2. Central Unit # 18000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) itivemdby - For Blinds: Assume medium color, half closed, For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), FuII(F) or Half(Yz)) • (Ornt - compass orientation) MRNURL Version 8 EnergyGauge® / USRRZB v2.8 Page 6