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Permit 265 AND 266 Camelia Street r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 10-00000391 Date 4/08/10 Property Address . . . . . . 265 CAMELIA ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9079 ------------------------------------------------ Application desc fire damage repair -------------------------------------------- Owner Contractor ------------------------ ------------------------ MEAD PAUL DAVIS RESTORATION OF 265 CAMELIA STREET NORTH FLORIDA ATLANTIC BEACH FL 32233 5795 MINING TERRACE JACKSONVILLE FL 32257 (904) 739-6047 ------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . MCDONALD ELECTRIC Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date . . 10/05/10 ----------------------------------------- Special Notes and Comments will bring noc when picks up permit *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------- Fee summary Charged Paid Credited Due ---- ---------- ---------- ---------- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- I I I ( I y OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING DEPT(dCOAB US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY AJ W'4jog zCe 1� Co•,n�('a' b 39 7 PIYES PERMIT# jC� 4.NAME: .. ,,.,;,w. �.<,✓�P l%n 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: �a 7.NAME OF COMP NY. 8.ADDRESS.: m c-bo ic, tviS w tpaea�ei �F-• 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: o'G coo 1-79q 1 9 •qq 3 IZ-7 0 qo -"7 8(o' 1981/ 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14 mf-,B-740 a l' a.�is o�Tom+ . NcT -90q 3 56-- 914-7 3 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months time after work i men d. CONTRACTORS SIGNATUR ' �+ „ . as;... I s. �, t.t�,.%,.>✓� a .. ❑MULTI FAMILY-#OF UNITS: SkAESIDENTIAL QrSINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL 13 ADDITION ❑TRAILOR121 12 ,' •k ;'=. ❑ALTERATION ❑SIGN &MLD ❑NEW ❑'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: ug— L2 20.TYPE OF SERVICE: ❑OVERHEAD ❑ UNDERGROUND ❑ UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 2931 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: r,gnm . gmg.,. ,. #OF UNITS: COMP. MOTOR HP RATING: AMPS HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 60OV: NUMBER: KVA: OVER 600V: NUMBER: KVA: DESCRIBE IN DETAIL. /1 ,1 /� 6C 4e bvr N')" W z/•( C4• u 00✓ eC )o cj t'#' cl ooe ll• k.+ COAB FORM BLDG02:REVISED:1/10/2008 S \.V, } CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000391 Date 4/08/10 Property Address . . . . . . 265 CAMELIA ST Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9079 -------------------------------------------------- Application desc fire damage repair ---------------------------------------- Owner Contractor MEAD PAUL DAVIS RESTORATION OF 265 CAMELIA STREET NORTH FLORIDA ATLANTIC BEACH FL 32233 5795 MINING TERRACE JACKSONVILLE FL 32257 (904) 739-6047 ------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . . 4/06/10 Valuation 9079 Expiration Date . . 10/03/10 ----------------------------------------- Special Notes and Comments will bring noc when picks up permit *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ----------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC B +EACH r '� 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904)247-5845 D Job Address• 0?6 (�.A �•C/A , Legal Description Permit Numb act Parcel# Valuation of Work$ � 9 r Class of Work(circle one): Addition _.--. Use of eustiag/pr®posed structure(s)(eirc e o , Alteration Re air If an existing structure,is afire srrpnkier system installed?(Circle one); 413emolitiOn pooUspa window/door no esitYa Florida Product Approval# N/A For multiple products use product approval form Describe in detail the type of work to be performed: ARE f'7 -�ffw� Yri Property Owner Information: Varve: 65 �i-ty G Address: � -Mail or Fax#(Optional) State FZ Zip-NO3 Phone Lontractor Iaformation: �ompany Name: vL kddress: N D A / Qualifying Agent: G fZ lslty Yl�v ' )ffice Phone _ .. jl� Job Site/Contact Numbers �IVJt��' State C Zi State Certification/Registration# G C, / _ . 9 9 _Fax# qp�- 7� �xchitect Name&Phone# engineer's Name&Phone# 1 /a6 'ee Simple Title Holder Name and Address IVA 3onding Company Name and Address AIA ✓Iortgage Lender Name and Address Aft pplicati f is hereby made to obtain a permit to do the work and installations as indicated. I eer tify that no work or installation has commenced prior to the seance of ape and that all work will be per formed to meet the standards of all Zaws regulating construction in this jurisdiction. This permit becomes null nd void if work is net commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod ofsix(6)months at any time after 'or k is commenced. I understand that separate permits must be secured for Electricdl Work,Plumbing,Signs, Wells,Fools,FFirn¢cet Boilers, me tern, ¢nks and Air Conditioners,efG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF - COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF O NCEMENT. riereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this pe ofYwork will be complied with whether sppecified herein or not. The granting of a permit does not presume to give authority to violate or cancel the ,ovisions of arty other federal,state, or local k w regulating construction or the performance of construction. gnature of Owner Signature of Contractor int Name % �c Y............... ...............�........ .... Print Name _�titfra.......................... VOM to and subscribed bef re me ;s 2 ay f �Ie , Sworn to.,a�nnd subscribed before me 20J0 this 25 tDayof /V�4vc� 2010 117 it o— a y P 4b, CITY OF AT ORGE °` ` KINDRA L GEORGE SEE PERMITS DD 760913 , ,- MISSION#DDIAWsed 0 1.2 6.10 REQUIREMENTS+ ary 23,2012 OF S. otary Services 1. February 23,2012 i 'FOF o�` Bonded thr Budget Notary Services REVIEWED BY: DATE: "�/O IL E C P Y ENGINEERING INCOIP811TE0 March 31,2010 Paul Davis Restoration RE: 265 Camelia Street Atlantic Beach, FL 32233 J2546 To whom it may concern: A fire damage assessment has been performed on the aforementioned residence. The fire appears to have started on the exterior side of the front porch. Fire damage to the structure was less than substantial. The following items outline the damage found and necessary repairs required. In addition, refer to the attached plan view for areas referenced. I. Damaged truss members: The bottom chord of the trusses over the front entry were found to be charred. Refer to the attach layout for repair of the bottom chords which experienced damage. A non-structural vertical web was found to have experienced damage on the left side of the entry. This web should remain in place however, no repair to the member is required. 2. Wall lines 1-3: Properly shore existing roof trusses and reframe the existing exterior walls with 2x4#2 SPF studs at 16" o/c using a 2ply 2x4#2 SYP top plate and a single ply 2x4#2 SYP PT shoe plate. Re-establish all connections to the slab and roof trusses where applicable. 3. Fire damage to the exterior sheathing: Remove all charred sheathing members and replace with 5/8"T1-11 exterior grade siding. Attach to existing or new framing members with 8d nails at 6" edge and 12"field on center spacing. If any additional clarification is required,feel free to contact this office. Signed, 10 %-53'., STATE OF 4U % .,lot�S`�N Bryan A. Murray, PE FL License No. 64010 417 Walnut St. ♦ Green Cove Springs, FL 32043 ♦ C.O.A. 26894 Office: 904.284.1738 ♦ Fax: 904.284.7963 Page 1 Zo -1 -i W crrl cn m0 D to D n y 0 S m r N � x N X 0 Ln Z cu _1 m m X m Z N Z D Ln w cn M Z � GZ) 0 O O r- �r = r —.- - z --m - N O V_7 Z O z = m n z D co W W rn p N D O a r m z NXOrUv W N m S � � w 0 - -, ZC) 0 F N F M � � -< mU1 m -0 ]COLO TEL: (904) 284-1 738 rr 0 Z Z [] m C FAX: (904) 294-7963 ( f� Lj o N �z Ll Zm M 0 ITIR1 D - J �Z C M C7W r D ENGINEERING INCORPORATED ' Z D D J .Zl (� m — _� C.O.A. #26894D O 41 7 WALNUT ST. • < Z GREEN COVE SPRINGS, FL 32043 Lj 1 u v- l Af� _ b s e r fly► " ,"'" {11 ��� '�1 mom w mss, MA, r ' f �� City of Atlantic Bead, gu d€rtg Department APPLIPATIO{�1 fi1f1�E8Et 800 Serninofe Road LL��-"ova (To 6e assfgnec€by fF►e B+lffcffng l�eparfinet�.) Atlantic Beach,Florida 32233-5445 - Phone(904)247-5826 - Fax(904)247-5845 D - " E-mail- bufTdfng-dept@coab.us Gily web-site: http:1/wW ry coab.us Elate muf4d: APPLICATION REVIEW AND TRACKING FORM r €Ee6Eaf €€€fedeS PrOPerty Ad NET Applicant: hip-L > - nning&Zoning P!oeC . Tree Admin€sfrator I e Public Works Pubfic Utifides Public Se- Fire Services Other Agency Review or Permit Required Review or Receipt of permit�ere�ied B Date Florida Dept Qf EnirirQnn�enfaf Protection Florida Deist of TransporFatian St Johns Rimer Water Management District An7W Carps of Engineers Dkgsion of Hotels and Restaurants Division of Alcohorn Beverages and Tobacco Otter. APPLICATION STATUS Reviewing Department First Review: t"A' roved. PP []Denied. (Circle one.) Comments.- / BUILQII� r 4/0 � ppf��� PLANNING&ZONING TREE ADMIN. Reviewed by: � Date: l U Second Review_ ❑APProved as revised. []Denied.() PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QAPProved as revised [Denied. Comments: Reviewed by: Date: NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of L County of lk - To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: ' Address of property being improved: A t-A N-rte . . General description of Improvements: (j Owner CAVI Jve�t nb Address Owner's interest in site of the improvement Fee Simple Titleholder Cf other than owner) Name Address Contractor v Address Phone No. ZN 60gz Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name q, Address 1114 Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address tt/ Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is spec): THIS SPACE FOR RECORDER'S USE ONLY ER�p ` SignedXAaj r J' -3/w. BelbrePw this day l ck n 0 in the Corn f Duval,State of rida,h s personally appeared herein by hrmseff/nersoff and affmrts that all statements and eons herein Doc#2010016494,OR BK 1 b202 Hage SOS, are true and accurate io��.,.,°to 04DRA L GEORGE Number Pages: t MY COMMMIN#DD 760913 Recorded 04/05/2010 at 12:47 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL * EXPIRES•february23,2012 + ���OFFi�� -BOIIdBtIThNB11dg8tNd21yS@tYlC96 COUNTY Notary Public at Large,State of Coun of J cti RECORDING$10.00 NotFes— hiy commission expires: Personally Known or Produced Identification s CITY OF ATLANTIC BEACH `C� 800 SEMINOLE ROAD !1 = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000919 Date 7/09/08 Property Address . . . . . . 265 CAMELIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 13 FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MEAD DOUG' S DRAINS & MORE, INC. 265 CAMELIA STREET 2453 BAYWAY CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 71-0172 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . 0 Expiration Date . . 1/05/09 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH �t 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08- st� OFFICE:(904)247-5826•FAX NO.:(904)247-5845 B UI LD IN G-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY J0 YES PERMIT#: / 7,777 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 2 'T7 IT 7.NAME OF COMPANY: 8.ADDRESS.: Ja Z-S % 9.STATE OlL IDcA LICENSE N?��oO 10.CELL PHONE: 2r d'-'�� 11.FAX NO.: 12.EMAIL AD�DCRESs: ��,N� �/1 /� /.I' 3.OFFICE PHONE: ��/ ea 7(-,,' 14. � .i- C.SS'lfJv`Ee:.l', e./dE Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: e ❑ NEW ❑'06 FLORIDA BUILDING CODE- A21ttE-PIPE PLUMBING THEIR: BATH TUB SEWER CONNECTION BIDET l SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN 2 WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE Z HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN r v.7 w +fir . =- 7=77777 ,r" .t- ..N.�.fi., °., ,., r .:`. .. 777',307 ., .,'kK ..«<?, sass; .r;� .cam., a' .�°" PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: //-? x $7.00 (PER FIXTURE) + $35.00 = /26", 4'ro COAB FORM BLDG03:REVISED:1/10/2008 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT 0008 MA"f Permit Number: 22362 Address: 265 CAMELIA STREET Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: _ Improv. Cost: 3,885.00 R11 ION _ Ji Date Issued: 7/20/2001 Name: GAYLE MEAD Total Fees: 45.00 Address: 265 CAMELIA STREET Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/20/2001 Phone: 904 241-2298 Work Desc: SCREEN ROOM ADDITION _ Y CONTIAG APPLIC TI011 FEES _ .. TROPICAL ENCLOSURES INC. y' RY `k, 45.00 x. U, lZf _ 3 . k 1 . 4-Mt `zi% ;, . ? i 3 r f- y NOTICE iNSPE .. ST BE REGtC1ESTEd AT,L:EAST 24 HOURS PRI TO INSPECTION BUILDING MATERIAL,RUBBISH .DEBRIS FROM THIS WORK MUST NOT Bt RlACED IN PUBLIC SPACE,AND MUST BE CLEARED UR AND HA I'llWAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMPLY.]. HT NSTRUCTION LIEN AN RESIN IN THE PROPERTY OWNER PANG 111MEI�TS'. _ - JQ ISSUED ACCORDING TO APPR©VEI PLUS Wh1CH ARF F TAND SUBJECT TO REVOCATION VIOLATION OF APPLICABLE PR OVS FOR ��.�..___� $45.6% 14 ATLANTIC BEAC BUILDI G DEPT. Date; 7/23/81 Ill Receipt: U7559CHECKS 9 _— _ NNINNN3221Nt� 974 CITY OF ATLANTIC BEACH PERMIT CAL/CULATION SHEET Address � R( � �c ► r77 I b,3 Date Irl -OL Heated Square Footage @ $ per sq ft = $ 0 Garage/Shed \@ $ per sq ft = $ Carport/Porch J @ $ per sq ft = $ Deck � �@ $ per sq ft = $ Patio �� ✓ @ $ per sq ft = $ TOTAL VALUATION: $ i Total Valuation 1st $ 0 0 O ---') 't - $ 1 � Remaining Value $ per thousand o�portion thereof TOTAL BUILDING FEE $ SO + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ v BUILDING PERMIT FEE $ .FOL WATER IMPACT FEE $_ . SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ 4 HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ OD ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLAINTIC BEACH PER,--,r.T APPLICATION REMODEL, ADDITIONS, 442A *RATIONS MOVING, DM40LITION.Itity of Atlantic Beach Building and Zoning 'qn e r 3 A yL r LAD -2A.- P o -zq C�Arylf--Q A 5'27:e '-isens(= AV& fr 0 -One: �eScr---e e P, N63 :f Z 1z a 0 ej L4 Ne',,i in z We), SUBMIT THR= (C-0"-ZRCIAL, TWC C-OWLETE SETS CF PLANS, SITE pzAf' SURVEY, MPIGY LIC:DR FCR?Afs' NOTICE' AND 0WWER/C01;TRACT0P AFFIL7AVTT, IF )Wlk?ER IS OCNI-T.?ACT-OR. r. to --efore -ne Y Pf-'ELI _'" ;T-LISA M.TEWS-NEWSOME My Comm Exp.3/26/2002 rY) -Z% No.CC 728173 I 1 personally Fm I� ,I.D.I D FROM TROPIC FRX No. 904 247 9241 Rpr. 11 2601 02:45PM P1 Book 10447 Page 1456 MJK RETURN )HONE#4-- `clz flfltia of COmmeneement 1,..44.9 IN&UPUe4v91 <o whom it maY cont ex'a: The undersigned hereby lnforata you that Improvements w111 be made to certntn real property, and in accordance wi{h seetloa 713.13 M She deride $tetutes, the 200wltg inrormaUoa is stated In this NOT1CZ or c0hWNcZaar. 1 Jcst:tiption of propcM toe r$-�a -- fy�( �- 'r�-�..N tiwAt`�ct► t�C�, _j w'd( Centra1 desctivtioa of 1mproveaiertts +�► R TT --------- -t- ------------------- -------------- ----- -.. -------------------------------------------...._-------- ---^-�-,�, ------At!.R 415---%90C. owntes interest in site of the improve Mat--- ...... -_^.............--_-------.---_----- lee Simple 74Ue bolder(U other%bait owner) .... ..............---------------- -------- ., NL=c _. 41v_'i—----^------- ----------......—-----.. :- ---- ------- , _-___ _ tid 17"1 -yy- -„-----__---^------�- �._•---"ff------ -------- - --------`_1_,�--_--`.--------------. ectractor A�_-_ Y ._ ?�?(s surey ny)01 a .-1+�5r_. � .�:5 + -----^--- ._------------- CPO -.--- --__ fSe�7rW�ip .E51_,✓4 �o�J.T'!' 107 .................. o1 bond4-- of -:of any perion tusking a loan for the construction of tht improvements. Naxe .`a"-------—-------...---------------------..---..-------- - ---------•_•--------------� Addrtaa ------------'-----------..........-----------....._.__.__._"`--"`------------------------— �}mc of pawn within the Suitt of Florid!,ocher than hinisclf, dcsigwted by owns upon whom notices or otha documents Addrtss ----------------------- ---_-------------_.__ _.�._._. ._.________.._______--_._ L1 addition to himself, owner destjaates the following person to rotive a copy of the Lienoes Notice a7 providtd to Section 713At) (2) (b), D'lorida Sututes. Milt i» at Owner's option). \a;e __r_ ✓ra..__ i j W56. .. .i Pt_c�k1 .y�...,�__-'_C bS1X 5_...7:6 C .ac--ess . i°-- ------10....A-1-t--�. jP .._.i?-�--_M--- _3-1'31 b 'rHe.r►hCG fox kccomoca-e Yee owty _. Owner 8005 Sworn to and subscribed boor!(me that Pa I IL f :3 wg G3.16eQ6�► �..?�/ 0MID ._ EaWOOL COY WRT 1.00 I . Notary Public wolf”W FM11.90 EMOT 5.40 1j �StSA M.TRN+3-NEw9Uut My Comm EW. No.cC 7=1739 i t Vcna.oeY Wrw1 rem LA MAP SHO l SING BOUNDARY SURVEY OF LOT 5 BLOCK - AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 1_PAGESOF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER77FIED FOR: G=AYL 6 MCPO STE(•<//-7.eT 7'/7-4,E G &4,,l'pA-)77,'COQ' 2/C!,'4,eD T. I ul •'4 d' C��FI�J C.l,vK v N - o G 8OVE PUOL wod p N � o 2 (o5 a p' w APPROVp_© 57(0 CbCITY OF ATLANTIC BEACH BUILDING OFFICE ZG 5 cf /A? S7_ U NOT VAUD UNLESS EMBOSSED IMTH .SEAL OF THE UNDERSIGNED. THE PROPERTY SHOW HEREON APPEARS TO UE WTHIN FLOOD HAZARD ZONE AS SCALED FROM FLOOD INSURANCE RATE MAPS_ FOR THE CITY OF '4��A N'� FLORIDA, DATED 4 -/7'-8`� AND !.s >40W AS A COURTESY ONLY AND DOES NOT CONS77TUTE A CER77FCA77ON OF SAME. r to -7,t°' . ly A/ `a L Gj Ct JL 5 c 1, t SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR FOR MAX. _ RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH 1" X J2"FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE TYPICAL GLASS ROAM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING • (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT 1. FASCIA ALLOWED (SEE LOAD WIDTH SECTION 7 FOR DETAILS) FOR ROOF BEAM LW I P/2 SOLID ROOF O.H. EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH P VARIES ---- TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1"x 2" OPEN BACK EXTRUSION WITH 1/4" x 2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL WITH #10 x 2-1/2" SHEET METAL SCREWS WITH WASHERS OR#10 x 2-1/2"WASHER HEADED SCREW 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + 0.H. SELECT FOURTH WALL BEAM FROM.TABLE 2.1.3 USING P/2 Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 ` SEAL © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-1 ti SECTION 3 SCREEN, VINYL & GLASS ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2" S.M.S. INTO SCREW BQSS (2)#10 x 1 1l2" S. M. S. INTO ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW BOSS SCREW SYSTEMS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH ------- MIN.INTO SCREW SCREW BOSSS.M.S. POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI ~- 1"x 2" EXTRUSION CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2" x 2" OR 2" x 3" OR 2" SMB (4)#10 x 1/2" S.M.S. EACH SIDE POST OF POST O 0 HEADER BEAM ANCHOR 1" x 2" CHANNEL TO 0 0 CONCRETE WITH 1/4"x H-BAR OR GUSSET PLATE 2-1/4'CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. MIN. (4)#10 x 1/2" S.M.S. @ OR THROUGH ANGLE AT 24" EACH POST O.C. MAX. V.x 2" EXTRUSION 0 0 MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR • ' 1-1/8" MIN. IN CONCRETE FIBER MESH VAPOR BARRIER UNDER • CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)7678556 SEAL PAGE p @ COPYRIGHT 2000 3-U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. -SECTION 3 SCREEN, VINYL & GLASS ROOMS ALUMINUM FRAME SCREEN 5/16"0 GALVANIZED 'ALL WALL THREAD' OR'THREAD ALL' ROWLOCK EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ BRICK KNEEWALL TYPE 'S' APPROVED CONCRETE MORTAR REQUIRED FOR ANCHOR @ 24" O.C. MAX. AND LOAD BEARING BRICK WALL WITHIN 6" OF EACH UPRIGHT ALTERNATE CONNECTION OF OR APPROVED ALTERNATE SCREENED ENCLOSURE FOR BRICK OR OTHER NON- ALTERNATE 1/4"x 6" �C cn STRUCTURAL KNEE WALL CONCRETE SCREW THROUGHQ w g � 1"WIDE x 0.063" STRAP @ 1" x 2"AND ROWLOCK INTO t Q EACH POST FROM POST TO FIRST COURSE OF BRICKS Cl) FOOTING W/ (2)#10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4"x 1-3/4"TAPCON TO SLAB OR FOOTING >� 4" (NOMINAL) PATIO 8" CONCRETE SLAB W/ (1)#5 0 BARS W/3" COVER (MIN.) 6 x 6- 10 x 10 WELDED WIRE (TYPICAL) MESH OR FIBER MESH CONCRETE BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1)#50 BAR CONT. BEFORE SLOPE N (1)#50 BAR CONT. (V • - - 8" TYPE I TYPE II. TYPE III FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2"/ 12"- V-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE EXCEEDS 16'-0" FROM HOST STRUCTURE THEN A TYPE II FOOTING IS REQUIRED. ROOMS GREATER THAN 400 SQ. FT. REQUIRE TYPE III FOOTING. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED,BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. -SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER ALTERNATE CONNECTION: (3)#8 SCREWS PER PAN SEALANT WITH 1" MINIMUM #8 x 1/2" S.M.S. (3) PER PAN EMBEDMENT INTO FASCIA (BOTTOM)AND (1) @ RISER THROUGH PAN BOXED END (TOP) HEADER (SEE NOTE BELOW) ROOF PANEL UJ J = QW a0 #10 x 1-1/2" S.M.S. (1) PER #8 x 1/2"S.M.S. (3) PER PAN RAFTER OR TRUSS TAIL (BOTTOM)AND (1) @ RISER #10 x 3/4" S.M.S. @ 12" O.C. (TOP) EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SEALANT FOR MASONRY USE #8 x 1/2" S.M.S. (3) PER PAN 1/4"x 1-1/4"TAP-CON ANCHOR (BOTTOM)AND (1) @ RISER OR EQUAL @ 24" O.C. FOR (TOP) WOOD USE #10 x 1-1/2" S.M.S. j OR WOOD SCREWS @ 2" O.C. HEADER (SEE NOTE BELOW) ROOF PANEL LU J = Q Lu EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM)AND (1) @ RISER ROOF PANEL TO WALL DETAIL (TOP) NOTES; ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH#8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2"WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16"TEK SCREWS ARE ALLOWED ASA S'UBSTFTUTE FOR#8 x 112" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4366,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT.P.E. v D , G —4 m U) N D Table 7.2.2 Allowable Spans for Riser Panels for Various Loads M C:) Aluminum Building Systems, Inc. n Manufacturers Proprietary Products: Aluminum Alloy 3105 1-144 or H-25 -"-I 3"x 12"x 0.019"Riser Panels 0 0 _ Open Buildings Enclosed Buildings --4 z n < Wind Applied Overhang Condition Wind Applied Overhang Condition o -U "' Region Load One and Three Four Span Max Region Load One and Three Four Span Max m -< X g Two Span Span p Cantilever g Two Span Span Cantilever m G) m A m 102 M.P.H. 17 10'-7" 13'-1" 13'-4" 4'-11" 102 M.P.H. 30 8'-10" 10'-10" 11'-1" 4'-2- X m v m ; 110 M.P.H. 20 10'-1" 12'-6" 12'-9" 4'-9" 110 M.P.H. 35 8'-4" 10'-4" 10'-7" 'T-11" 0 0 CD o y v 120 M.P.H. 24 9'-6" 11'-9" 12'-0" 4'-6" 120 M.P.H. 41 T-11" 9'-9" 9'-11" 3'-9" � z0rnM oC o S m � m 130 M.P.H. 28 9'-0" 11'-2" 11'-5" 4'-3" 130 M.P.H. 48 7'6" 9'-3" 9'-5" 3'6" m o O W 140 M.P.H. 32 8'-7" 10'-7" 10'-10" 4'-0" 140 M.P.H. 56 7'-1" 8'-10" 8'-11" 3'1l" z W m 150 M.P.H. 37 8'-2" 10'-2" 10'-4" 3'-10" 150 M.P.H. 64 6'-10' 8'-5" 8'-7" 3'-2" _ CD Z "2' CD 3"x 12"x 0.026"Riser Panels O anoC�D M m=-`' Open Buildings Enclosed Buildings zm Wind Applied Overhang Condition Wind Applied i Overhang Condition 0 + - Region Load One and Three Four SMax One and Three Four SMax Span Region Load pan r Two Span Span Cantilever Two Span Span Cantilever, 0 102 M.P.H. 17 11'-10" 14'-8" 14'-11" 5-0" 102 M.P.H. 30 9'-10" 12'-2" 12'-5" 4'-8" zo 110 M.P.H. 20 1 V-4" 13'-11" 14'-3" 5'-0" 110 M.P.H. 35 9'-5" 11'-7" 11'-10" 4'-5" 120 M.P.H. 24 10'-8" 13'-2" 13'-5" 5'-0" 120 M.P.H. 41 8'-10" 10'-11" 11'-2" 4'-2" O _ r- 130 M.P.H. 28. 10'-1" 12'-6" 12'-9" 4'-9" 130 M.P.H. 48 8'-5" 10'-4" 10'-7" 3'-11" -1 M � p� r 140 M.P.H. 32 9'-7" 11'-11" 12'-1" 4'-6" 140 M.P.H. 56 7'-11" 9'-10" 10'-1" 3'-9" p D r- o 150 M.P.H. 37 9'-2" 11'-4" 11'-7" 4'-4" 150 M.P.H. 64 T-7" 9'-5" 9'-7" S-7" Z M ;'w p 3 3"x 12"x 0.032"Riser Panels m v 00H f— A o�= Z Open Buildings Enclosed Buildings oN w 0 3 IIII• Wind Applied Overhang Condition Wind Applied Overhang Condition z o"'" W Region Load One and Three Four Span Max Region Load One and Three Four Span Max O o Q, C 1"r'7 o Two Span Span Cantilever Two Span Span Cantilever 102 M.P.H. 17 12'-9" 15'-9" 16'-1" 5'-0" 102 M.P.H. 30 10'-7" 13'-1" 13'-4" 4'-11" CC Dy" l 7t 110 M.P.H. 20 12'-2" 15'-0" 15'-4" 5'-0" 110 M.P.H. 35 10'-1" 12'-5" 12'-8" 4'-9" z i " N H C 120 M.P.H. 24 11'-6" 14'-2" 14'-5" 5'-0" 120 M.P.H. 41 9'-6" 11'-9" 11'-11" 4'-6" m w 03 Cry 130 M.P.H. 28 10'-10" 13'-5" 13'-8" 5'-0" 130 M.P.H. 48 9'-0" 11'-2" 11'x" 4'-3- CD �� 140 M.P.H. 32 10'-4" 12'-9" 13'-0" 4'-10" 140 M.P.H. 56 8'-7" 10'-7" 10'-10" 4'-0' M C.o.1 m N 3 150 M.P.H. 37 9'-10" 12'-2" 12'-5" 4'-8" 150 M.P.H. 64 8'-2" 10'-1" 10'-4" T-10" Mw r rn Note: Total roof panel width=room width plus wall width plus overhang. a p�'vtn m O v A O 00 N SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.2 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq. Ft. 12#/Sq. Ft. 15#/Sq. Ft. 16#/S . Ft. 36" 12'-6" 11'-8" 10'-8" 9'-10" 8'-11" 8'-6" 42" 11'-7" 10'-9" 9'-11" T-1" 8'-4" 7'-11" 48" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" T-5" 54" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6'-11" 60" 9'-8" 9'-0" 8'-3" 7'-7" 6'-11" 6'-7" 66" 9'-3" 8'-7" 7'-11" 7'-3" 6'-8" 6'-4" 72" 8'-10" 8'-3" T-7" 6'-11" 6'-4" 6'-0" 78" 8'-6" 7'-11" 7'-3" 6'-8" 6'-1" 5-9" 84" 8'-2" T-7" 7'-0" 6'-5" 5'-10" 5'-7" 90" 7'-11" 7'-4" 6'-9" 6'-2" 5-8" 2"x 3"x 0.045"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.I 130 M.P.H. 1 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq.Ft. 10#/Sq. Ft.1 12#/Sq.Ft.1 15#ISq. Ft. 16#ISq.Ft. 36" 14'-3" 13'-3" 12'-2" 11'-2" 10'-3" 9'-9" 42" 13'-3" 12'-3" 11'4" 10'4" 9'-6" 9'-0" 48" 12'4" 11'-6" 10'-7" 9'-8" 8'-10" 8'-5- 54" '-5"54" 11'-8" 10'-10" 9'-11" 9'-2" 814" 7'-11' 60" 11'-1" 10'-3" 9'-5" 8'-8" 7'-11" 7'-6" 66" 10'-7" 9'-10" 9'-0" 8'-3" 7'-7" 7'-2" 72" 10'-1" 9'-5" 8'-8" 7'-11" 7'-3" 6'-10" 78" 9'-8" 9'-0" 8'-4" 7'-7" 6'-11" 6'-7" 84" 9'4" 8'4" 7'-11" 1 7'-4" 6'-8" 6'-4" 90" 9'-0" 8'-5" 7'-9" 1 7'-1" 6'-6" 6'-2" 2"x 4"x 0.050" Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H.1 130 M.P.H. 140 M.P.H. 150 M.P.H. Width Applied Load 8#/Sq. Ft. 9#/Sq. Ft. 10#/Sq. Ft.1 12#/Sq.Ft. 15#/Sq.Ft. 16#/Sq. Ft. 36" 19'-7" 18'-2" 16'-9" 154" 14'-0" 13'-4" 42" 18'-1" 16-10" 15'-6" 14'-2" 12'-11" 12'4" 48" 16'-11" 15'-9" 14'-6" 13'-3" 12'-2" 11'-6" 54" 15'-11" 14'-10" 13'-8" 12'-6" 11'-5" 10'-10" 60" 15'-2" 14'-1" 12'-11" 11'-10" 10'-10" 10'-4" 66" 14'-5" 13'-5" 12'-4" 11'-4" 10'4" 9'-10" 72" 13'-10" 12'-10" 11'-10" 1 10'-10" 9'-11" 9'-5" 78" 13'-3" 12'4" 11'4" 10'-5" 9'-6" 9'-1" 84" 1 12'-10" 11'-11" 10'-11" 10'-0" TO- 90.1 12'-4" 11'-6" 10'-7" 9'-8" 8'-10" Notes: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width'W(See typical glass room drawing.),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion tumed with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SFAS © COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 3-2 , SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3,1.2 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl (Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH J 120 MPH 1 130 MPH 1 140 MPH 1 150 MPH Applied Load 17#ISq.Ft 20#ISq. Ft 24#ISq. Ft 28#ISq.Ft 32#ISq.Ft 37#ISq.Ft Load Width 3"x 2"x 0.045" 5' 6'-6" 6-0" 1 5'-6" 5'-1" 4'-9' 4'-5- 6' 5'-11' 5'-6" 1 5'-0" 4'-8" 4'-4' 4'-0" 7' 5'-6" 5'-1" 4'-8" 4'-4" T-11" 3'-9" 8' 5'-1" 4'-9" 4'-4" 4'-0" 3'-9" T-6" 9' 4'-10" 4'-6" 4'-1" T-10" 3'-6" 3'-3" 10' 4'-7" 4'-3' 3'-11" 3'-7" 3'-4" T-1" 11' 4'4" 4'-1" T-9" T-5" 3' 2" 2'Hol- Load 11" 12' 4'-2" 3'•11" 3'-7" 3'-3" 3'-1" 2'-10" Load Width 2"x 3"x 0.045" 5' 6'-9" 6'-3" 5'-9" 5'-3" 4'-11" 4'-7" 6' 6'-2" 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 7' 5'-8" 5'-3" 4'-10" 4'-6" 4'-2" 3'-10" 8' 5'-4- 4'-11" 4'-6" 4'-2" T-10" 3'-7" 9' 5'-0" 4'-8" 4'-3" 3'-11" 3'-8" 3'-5" 10' 4'-9" 4'-5" 4'-1' 3'-9" 3'-6" T 3" 11' 4'-6" 1 4'-2" 3'-10" T-7" 3'-4" 3'-1" 12' 4'-4" 1 4'-0" 1 3'-8" 3'-5" 3'-2" 2'-11" Load Width 2"x 4"x 0.050" 5' 10'-1' 9'-5" 8'-7" 7'-11" 7'4" 6'-11" 6' 9'-3" 8'-7" 7'-10" 7'-3" 6'-9" 6'-3" 7' 8'-7" 7'-11" 7'-3" 6'-9" 6'-3" 5'-10" 8' T-11" 7'-5" 6'-10" 6'-3" 5'-10" 5'-5" 9' 7'-6" 7'-0" 6'-5" 5'-11" 5'-6" 5'-2" 10' 7'-2' 6'-8" 6'-1' 5'-7" 5'-3" 4'-10" 11' 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'-8" 12' 6'-6' 6'-1" 5'-7" 5'-2" 4'-9" 4'-5" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767.8556 SEAL PAGE © COPYRIGHT 2000 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E SOLID ROOF PANEL PRODUCTS SECTION 7 0 co ROYAL ALUMINUM EZ-LOK ROOF PANEL Table 7.3.1 Allowable Spans for EZ-LOK Panels for Various Loads Royal EZ-LOK Composite Panels Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1# Density 3"x 48"x 0.024"Root Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V.0" 2'-0" 1 3'-0" Region Load NONE V-0" 1 T-O" 3'-0" 102 M.P.H. t28 16'-4" 16'-5" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 15'-2" 15'-3" 15'-8" 16'-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 13'-11 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 12'-10 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'0" 10'-3" 10'-9" 11'-B"140 M.P.H. 11'-11" 12'-1" 12'-7" 13'-4" 140 M.P.H. 569'-3" 9'6" 10' 1" 11'-1"150 M.P.H. 11--i-Ti1'-3" 11'-10" 12'-7" 150 M.P.H. 64 8'-8" 8'-11" 9'-7" 10'-7" 4"x 48"x 0.024"Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildin s Wind Applied 0 erhang Condition I Wind Appliedl Overhang Condition Region Load N NE V-0" 2'-0" 1 3'-0" Region Load I NONE V-0" 1 2'-0" 3'-0" 102 M.P.H. 17 17'-11" 18'-0" 18'-4"11B'-11" 102 M.P.H. 30 13'-9" 1T-1 1"l 14'-4" 14'-11" 110 M.P.H. 20 16'-8" 16-9" 17'-1"1 17'-8" 110 M.P.H. 35 12'-9" 12'-11" 13'4" 14'-1" 120 M.P.H. 24 1577" 15'4" 15'-9" 16'-5" 120 M.P.H. 41 11'-8" 11'-10" 12'-4" 13'-2" 130 M.P.H. 28 14'-1" 14'-3" �17-10' -8" 15'-4" 130 M.P.H. 48 10'-10" 10'-11 11'-6" 12'-4- 140 M.P.H. 32 13'-1" 13'-2" -8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 150 M.P.H. 37 12'-2" 12'-4" 13-7" 150 M.P.H. 5"x 48"x 0.024"Roof Panel with R Value of 19.30 Open Buildings Wind Applied Overhang Condition Wind Applied Overhan Condition Region Load NONE V.0" 1 2'-0" 3'-0" Region Load NONE V-0" 1 2'-0" 3'-0" 102 M.P.H. 17 20'-2" 20'-4" 20'-7" 21'-1" 102 M.P.H. 30 15'-5" 15'-7" 15'-11" 16'-7- I 10 6'-7"110 M.P.H. 20 18'-9" 18'-10" 19'-2" 19'-8" 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 120 M.P.H. 24 17'-2" 17'-4" 17'-8" 18'-3" 120 M.P.H. 41 13'-2" 13'-3"' 13'-9" 14'-5" 130 M.P.H. 28 15' 11" 16'-0" 16-4" 16'-11" 130 M.P.H. 48 12'-2" 12'-3" 12'-9" 13'-6" 140 M.P.H. 32 14'-9" 14'-10" 15'-3" 15'-11" 140 M.P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 150 M.P.H. 37 13'-9" 13'-11" 14'-4" 15'-0" 150 M.P.H. 64 10'-6" 10'-8" 11'-3" 12' 1" 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied 0 erhang Condition Wind Applied 0 erhang Condition Region Load NONE V.0" 2'-0" 1 T.0" Region Load NONE 1'-0" 1 2'-0" T.0" 102 M.P.H. 17 22'-3" 22'4" 27-7123'-1" 102 M.P.H. 30 16-11" 17'-1"1 17'-6" 18'-0" 110 M.P.H. 20 20'-8" 20'-9" 21'-1"1 21'-6" 110 M.P.H. 35 15'-9" 15'-11 16'-3" 16-11" 120 M.P.H. 24 18'-11" 19'-1" 19'4" 19'-11" 120 M.P.H. 41 14'-6" 14'-7" 15-0" 15'-8" 130 M.P.H. 28 17'-6" 17'-7" 17'-11" 18'-6" 130 M.P.H. 48 13'd" 13'6" 13' 11" 14'-8- 140 M.P.H. 32 16'-3" 16'4" 16'-9" 17'4" 140 M.P.H. 56 12'-5" 12' 3'- -7" 10" 13'-9" 150 M.P.H. 37 15'-2" 15'-3" 15'-8" 16'4" 150 M.P.H. 1 64 11'-7" 11'-9" IT-3-113'0' Notes: 1)For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing bUldinb to front wall add•overhang desired to obtain total panel length. 2)Use this table for roof systems with Easy-Lock Sun-Ray sky light panels. �lE1RlS USRTM Lawrence E. Bennett, P.E. ROYAL ALUMINUM CIVIL ENGINEER-DEVELOPMENT CONSULTANT 1746 E. MAIN ST. P.O. BOX 895008 LEESBURG, FL 34789-5008 P.0.80TELEP SOUTH DAYONE(904) 674774L32127 TEL. (352) 787-4000 FAX: (352) 787-6031 TELEPH(904)77-65547T4 NATIONAL: 1-800-342-3622 FAX(904)767�556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-27 SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID COVER MINIMUM 2"x 2"x 0.032" (TYPICAL) EDGE BEAM U Lu cn MAXIMUM WIDTH= w EDGE BEAM SPAN U LU Q SHEETING MINIMUM ONE SIDE EDGE BEAM SLAB 3-1/2"MINIMUM (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL ANGLE(1) SIDE OR BLIND 2"x 2"WINDOW HEADER SCREW WINDOW ADDITION ANCHOR WI MIN.#10 x 1" S.M.S. @ 6" FROM EACH CORNER AND 16" O.C. MAX. CHAIR RAIL 2"x 2" ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 _ TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3-5 PLANS REVIEW CHECK LIST ' Addres _Owner_b/0 _ _� ---- - - Legal Descriptioke_1_S- - ----Contractors ------- -------------License Number-_--------------------- License on File YES NO Segtion 24=101 * Zoning Regylations • • Zoning District 6/�2� 'Proposed Use _ Required Lot Size_��__ __-___ Actual Lot Size-�__-- Setbacks Required Provided Section 24-17 front _ " v CORNER LOT INTERIOR LOT rear Flood Zone side-1 ----- ------ J �r . ' ,'Required Elevation___ aide-2 Opp------- Max. ' -- Max. Height Allowed__•„ ___ Proposed Height__ . ______ Section 24_82 * Minimum Lot Coverage Required Heated Area ® Proposed Area__- -------- Section 24_161 * Offstreet Parking Number Spaces Required__ _ Spaces _Provided r�. Sesti30 24^82 nuoligate 8utldingo Is there a similar building within 500' of 'propcssed-.building?YES N0 Utilities Water and sewer service is to be provided by: , ccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by: ------------------------------Date_------------- Building Permit #---------- ISSUED DENIED City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET VALVE _____WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) _____URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _____FLOOR DRAIN ( 1 ) _SHOWER STALL DOMESTIC (2) _____LAUNDRY TRAY (2) _LAVATORY ( 1 ) _____COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) _____POT, SCULLERY SINK (4) J___DISHWASHER (2) _____WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY ( 1 ) KITCHEN SINK WITH WASTE GRINDER (3) _____DENTAL UNIT OR CUSPIDOR ( 1 ) BIDGET (3) _____URINAL STALL, WASHOUT (4) _____FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _____DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) SURGEONS SINK (3) ICE MAKER ( 1/2) WET BAR (2) TOTAL FIXTURE UNITS__ _____ @ $20. 00 EACH $_,,. ��, � JOB INFORMATION_ _ CALCULATION OF HYDRAULIC SHARES FOR WATER AND SEWER UTILITIES INSTALLED BY F. REUBEN BENNETT, SR. SERVING BLOCKS 86, 87, 100, 101, SECTION ti TOTAL COST FOR INSTALLATION OF WATER AND SEWER UTILITIES PER ENGINEER'S ESTIMATE $34, 200 24 RESIDENTIAL LOTS TO BE SERVED , 20 LOTS @ 50' = 1000' 4 LOTS @ 70' = 280' 1280' $34, 200 1280' = 526. 71 ff 50' LOT @ 126, 71 = $1, 335. 5 L- 70' LOT @ $26. 71 = *1, 869. 70 $1, 335. 50 x 20 = $26, 710. 00 $1, 869. 70 x 4 = 7, 478. 60 $34, 188. 80 lcu'lated_J�_�` rl-2/F _ CITY OF ATLANTIC BEACH �Y APPLICATION FOR BUILDING PEIMT Owner m t,Address . A � CC k S:T _^zip a 2 73 3 Phone 24A-2320 Architect Address zip Phone. Contractor I'i N C �j'rAti}0k� less_ zip, u+vuz- Phone Contractor's License Number CP- Co,-- )01 t4 ( Expiration Date &,L�JoCopy on File Lot # Block or Section # Subdivision4,�' C_+-I' p —Zoning 2 F Street (D ABetween l and side_ g9' Valuation $ 40, C) y« "" Type of Construction _[I Yve Purpose of Building ' �J C' / N J=g q ai Number of Units Fireplaces—I Utility Service: Water 6A," Sewer If the City if providing wate' or sewer service, do e need to make taps? _ Dimensions: Building_35"" X 4 tc� Lot 56 j( ) ,Size Footings Sz. Piers i0 1 A Sz. Sills tiI q Greatest Span Sills N/A Sz. Ceiling Joists ' f} Distance on Centers /Uf /a Greatest Span '�� A Sz. Floor Joists Ifs Distance on Centers_ N j q Greatest Span NIA Sz. Rafters *AA-- �� Distance on Centers 00 C Greatest Span , __ Method of Heatin ` +o `x'"` Solid-Filled GroundRoof�' Flood Zone If located within a FLOOD HAZARD complete page 2 llj/ SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. I When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the �972aly work as described in the above statement, we F hereby agree to perform said work in accordance cu with the attached pl and specifications, i� l ' which are a part hereof, an ccordance n rt with the bbi-i ' e ations o tic Beach. F. and ZOnln Building Signature Owner Signature Contractor Q 4-A ron ine FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-89 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 PROJECT NAME Mar_5a1MO eI BUILDER: Tbnn Wef,4 i4onnes AND ADDRESS: PERMIT //��--�� OFFICE: C � CLIMATE 1 2 ❑ 3� ZONE: OWNER: PERMIT JURISDICTION NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONEDSO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA 3 FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT SO MULTIFAMILY ATTACHED ❑ LEN OVERHANG ❑.� FT SINGLE- FTT. SINGLE- � FT CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANGm DOUBLE- SO. DOUBLE- o. D . SINGLE-FAMILY DETACHECONDITION: LENGTH I l i, FT. PANE FT PANE F NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = o. ❑ .❑ 16 ! FQ I I FT ❑ �so. ❑ ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R sosFT-1 m .❑ �Jr FOT. F0. m FT m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED'.WD❑CON❑ R = 1E)INT. © �FOT [I] Y� FT FF. 3 I DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED tK CENTRAL ❑ ELECTRIC STRIP HEAT ❑ CEILING FANS �kLECTRIC SOLAR: .m SPACE R = El ROOM ❑ NATURAL GAS PUMP El CROSS VENTILATION ❑ NATURAL GAS S.F. _ FF31 ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ OTHER HEAT RECOVERY(CHECK) ❑ . FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED AIR CONDITIONER PACKAGE TERMINAL IN CONDITIONED HEAT PUMP ❑ NONE ❑ ATTIC RADIANT ❑ NONE HEAT PUMP: .❑ SPACE R = ❑ NONE BARRIER E.F. —NUMBER O SEER/EER = �.� PCP)HSPFI © El MULTIZONE EF = BEDROOMSF INFILTRATION � 8 _ 19 n f� 9 X 100 PRACTICE USED . L, 1 ❑ #1 X #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === | === AS-BUILT === NUM OF x MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = VOTAL BEDRMS | RATIO MULT _______________________________________________________________________________ 3 3803 . 0 11409.0 1 30 0.92 1 .000 3638.7 1 .00 10916.0 ******************************************************************************* SUMMARY **************************************************************************** *** === BASE AS-BUILT === COOLING HEATING HOT WATER TOTAL | CO8LING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS __....................__........................._.................. ...............__ ............__..............._................. ..........__...................___......................................... ..........................._________________ 9739.9 8581 . 0 11409.0 29729.9 1 4917.0 10715.8 10916 .0 26548.8 ***************** * EPI = 89.3 * ***************** ^ ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS------------ | ORIEN AREA x BWPM = POINTS | TYPE Sc ORIEN AREA x WPM it WOF = POINTS _______________________________________________________________________________ N 7.5 7 . 3 54 .7 | DBL CLR N 7 .5 7.3 1 .26 69.0 E 2O.0 -9. 2 -184 .0 | DBL CLR E 20. 0 -9.2 0.83 -153.2 S 7 .5 -28. 4 -213.0 | DBL CR S 7 .5 -28.4 0. 76 -161 .9 W 26 .0 -9.2 -239. 2 | DBL CLR W 26 . 0 -9.2 0.77 -185. 0 | | ' | | | | | � | | | ..............................__ ........____...............----------------------------------------------- ...................................... ...... __..... ......._ !%.!.'(:)r, FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _....._____.....__.........._..........__............ ....._...............___........._.........._..........____.........____........ ...................____.................. ....._........................___................... _... ........ . 15 1332 .0 61 .0 3.275 -581 .4 -1904 .5 1 -431 . 1 =============================================================================== | AREA is BWPM = POINTS | TYPE R.....VALUE AREA x WPM = POINTS _______________________________________________________________________________ WALLS----------- � Ext 967 .0 2.20 2127.4 | Ext Wood Frame 11 .0 967.0 3. 70 3577.9 Adj 251 .0 3. 60 903 .6 | Adj Wood Frame 11 . 0 251 . 0 3.60 903.6 | DOORS----------- | Ext 28.0 12.30 344 .4 | Ext Wood 28.0 12 .30 344 .4 AN 13. 0 11 .50 149.5 | Adj Wood 13.0 11 .50 149.5 | CEILINGS---------- | UA 1332.0 1 .20 1598.4 | Under Attic 19 .0 1378.0 2 . 00 2756 .0 | FLOORS---------- | Sib 165.0 8.90 1468.5 | Slab-on-Grade 0 .0 165.0 18.80 3102 .0 | INFILTRATION--------- | 1332.0 7.40 9856.8 1 Practice #2 1332.0 7 . 40 9856.8 =============================================================================== TOTAL WINTER POINTS | 14544 . 1 | 20259 . 1 =============================================================================== � TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MALT POINTS | COMPON RATIO MULT MULT MULT PO[NTS _.....................__..............._......................................__........._........ ............ ............ ............ ________________ ...................____ 14544 . 1 0.59 8581 .0 1 20259. 1 1 .000 1 . 138 0.465 1 .000 l0715.8 =============================================================================== ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === GLASS------------ � ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS --------------------------------------------------------------___......................................................... ___ N 7 . 5 38 . 3 287.2 | DBL CLR N 7 . 5 38.3 0 .82 236.3 E 20.0 79.7 1594 .0 | DBL CLR E 20. 0 79.7 0.94 1503.9 S 7.5 66.2 496.5 | DBL CLI::,,* S 7 . 5 66.2 0.67 330.4 W 26.0 79.7 2072.2 ) DBL CLR W 26 .0 79.7 0.92 1909.2 | | | | | | | | \ | | | _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS } POitTS ..........____ ... .............__........._______..........__.........._ ..................... ................................__________......................... _________ . 15 1332.0 61 .0 3 .275 4449 .9 14575. 4 1 3979.9 AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS----------- � Ext 967 ,0 0.90 870. 3 | Ext Wood Frame 11 .0 967.0 1 .70 1643.9 Adj 251 .0 0.70 175.7 1 Adj Wood Frame 11 . 0 251 . 0 0.70 175.7 | DOORS----------- | Ext 28.0 6. 10 170 .8 | Ext Wood 28.0 6 . 10 170 .8 Adj 13 . 0 2.40 31 . 2 | Ad Wood 13.0 2.40 31 .2 | CEILINGS---------- | UA 1332 .0 0 .60 799 .2 | Under Attic 19.0 1378.0 1 . 10 ] 515.8 | FLOORS---------- | Sib 165.0 -37.00 -6105 .0 1 Slab-on-Grade 0 .0 1b5 .0 -41 .20 -6798 .0 | INFILTRATION--------- | 1332.0 8.00 10656.0 1 Practice 42 1332.0 8 .00 10656.0 TOTAL SUMMER POINTS | 21173.6 | 11375.3 =============================================================================== � TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 21173. 6 0.46 9739.9 1 11375. 3 1 . 000 1 . 138 0. 380 1 .000 4917.O =============================================================================== ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS REQUIREMENTS =============================================================================== PRACTICE #2 Comply with Practice #1 and the following . _______________________________________________________________________________ Exterior Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked , sealed , and gasketed Ductwo VA: Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion air , doors, and flue dampers . Exhaust Fans Equipped with dampers. Combustion devices see 903 .2 (f ) . Combustion Appliances Provided with outside combustion air . _______________________________________________________________________________ ___ ........................ ____..........................................__.................. ....... ....... _____________ .................________.......................... .............. _____________ In Accordance with Sec . 553.907 F .S . , | Review of the plans and specificatim�s I Hereby certify that the plans and | covered by this calculation indicates specifications covered by this calcu- | compliance with the Florida Enerqy lation are in compliance with the | Code . Before construction is completed Florida Energy Code. | this building will be inspected fur | compliance in accordance with Section | 553. 908 F .S . | OWNER/AGENT : ___.... ... | BUILDING OFFICIAL:_________________ _ __ | DATE : | DATE :_________________________ ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residenccs ) *� COMPONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904 . 1 Maximum of 0.5 CFM per linear foot of ope'able sash crack . ............._.................. ....._........................---------------------- ---------------------------____........ __________ EXTERIOR & 904 . 1 Maximum of 0.5 CFM per sq . ft . of door area . ADJACENT DOORS Includes slioing glass doors, solid core, wood panel , insulated , or glass doors only . ------................................................................ ........................................ .......... ...----...........................................---------.............................---.....-----........ .....------- EXT . JOINTS & 904 . 1 To be caulked , gasketed , weatherstripped or CRACKS otherwise sealed . ..................____________________________________________________________________ WATER HEATERS 904. 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency a"d standby loss requirements . Switch or clear ] y marked circuit breaker ( electric ) , or cut-oft ( gas ) must be provided . An external or built in heat trap must be provided . ............ .............._.............___........................_.................. __........................... .............___........................ .........___ ............................___.............._............... .............___....... ... _______ SWIMMING POOLS 904 .3 Spas and heated pools must have covers (excepr & SPAS solar heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must ha�e minimum thermal efficiency of 75% _______________________________________________________________________________ HOT WATER 904 .4 Insulation is required only for recirculating PIPES systems. In such cases , pipinq heat loss shall be limited to 17.5 BTU/H/Linear Ft . of pipe. ------------------------------------------------------------------------------- SHOWER HEADS 904 .5 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. _....................................................._...................._ ............._...................... _...............______............._____........................__........................___... ........ ____ HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed . ..............-----------------------------------------------------------------_....... ___________ HVAC CONTROLS 904 .7 Separate readily accessible manual or automatic thermostat for each system . _........ ... __.........._..........____________________________________________________________________ INSULATION 904 .9 Ceilings-Min R-19 . Common Walls - Frame R-11 or CBS R-3. Frame Common Ceilings & Floors R-11 . TOM WEST HOMES - MARSALS MODEL - 5-26-89 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program--Residential Point System Method Version 2.0 January , 1989 Department of Community Affairs Printout generated by EPI89 and submitted in lieu of Form 900-A-89 THIS COMPLIANCE FORM IS VALID IF SUBMITTED BEFORE JANUARY 1 , 1990 ................... ...... ____ ......................... ___........ ................................_________....... ..... .............................................. .....____........ _............................______________ PROJECT NAME: 1 PERMITTING OFFICE: �J | �r|��r�9%��� !~������|- �tT/ _ __________- AND ADDRESS: 1 CLIMATE ZONE : ------------------------------ | BUILDER: | PERMIT NO. : . . . .. . �.==,__________ | ......... -________-__ OWNER: } JURISDICTION NO. : .....__.........................______________________ | __....._....._.................... __-_ ...................____________________________________________________________________ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST STRUCTURE TYPE: PREDOMINANT EVE OVERHANG Length : 1 . 33 _______________ PORCH OVERHANG Length : 0.00 WINDOWS Double Clear Total Area : 61 .0 .........._________ WALLS 1 . Ext Wood Frame Areal 967.0 R-Value : 11 . 0 R. Ad } Wood Frame Area: 251 .0 R-Value: 11 .0 ...._.....___________ DOORS 1 . Ext Wood Areal 28 .0 2. Ad Wood Area: 13. 0 _.........._______ CEILINGS 1 . PITCHED Under Attic Area: 1378 .0 R-Value : 19 .0 FLOORS 1 . Slab-on-Grade Perim: 165.0 R-Value: 0.0 DUCTS Uncond . Space Length : ALL R-Value: 4. 3 _ ........_...............__........ ............ _ COOLING 1 . Central A/C SEER : 9 . 00 HEATING 1 . Heat Pump COP : 3. 00 HOT WATER Bedrooms: 3 ............... 1 . Electric EF : 0.92 IHFILTRATION Practice: Conditioned Floor Area : 1332.0 ........ _ AS BUILT POINTS / BASE POINTS * 100 = EPI 26548. 8 29729. 9 89.3 GLASS TO FLOOR AREA RATIO = 0 .0458 TOP CHORD 2X4 SO. PINE #1 DKD 15%, EXCEPT--AS--S40WN— * 1X4 #3 HEM—FTR OR BETTER CONTINUOUS- LATERAL BRACING TO BOT CHORD 2X4 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN BE EQUALLY SPACED. ATTACH WITH (2) 8D NAILS. BRACING WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. :T1—.'-X4 ,*,0. PINE #2 KD 15X : :61-2X4 SO. PINE #2 KD 15X [:wl—tX4 S0. PINE #2 KD 15% REFER TO DRAWINGS AIJ33 AND A104R FOR OVERHANG DETAILS. I ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 132 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " Building and Zoning 5X12 : 3 2.5X4 i 5X9 5X5 12 2.5X4 5X5 '5.OD J eI 5X6 4X4 T1 liJ �12 z.5c 12 3X10 2.5X4 2.5X4 5X14 R-161B# W— 3.50" R-1618# W— 3.5D" f 120-5-4 ` - 35-0-0 cc OVER 2 SUPPORTS PLATE TYPE--RLPINE SEQN--365190 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 1I.1.D scaLE -d.25DD FLPINt ENGINELRED PRDOUCTS, INC. TRUSSES REQUIRE EXTREME CARE OESIGN CRIT P — REF t I M P DRT R NT## &HALL NOT BE RESPONSIBLE FOR ANY W RRN I N G IN HANDLING, ERECTION AND DEVIATION FROM THESE SPEC!r!CPTICN.iS OR ANY O.YIRTION FROM BRRCING.SEE 'BAT-76',I9RRCING WOOD TRUSSES: TC LL 30.0 PSF ORTE 02/20/Be HOLM E 5 THIS DESIGN OR ANY FAILURE TC BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECDMMENORTfDNS- TPI). SEE WITH THE -OURLITT CONTROL MANUAL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- TC OL 7.0 PSF DRUG ARE MANUFACTURED FROM 20 CRUDE GALYRNIZED STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE LUMBER OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM R44B GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED 86C OL 10.0 PSF HL-ENG APPLY CONNECTORS TO BOTH FACES RT EACH JOINT FIND LOCATE AS WITH PRDPERLY ATTACHED PLTWOOD SHEATHING, TOT.LD. 147.0 PSF D/R LEN. 3 5-D-D . SHDVN. BEARING W!DTHS ARE 4' NOMINAL UNLESS OTHERWISE SHAWN- BOTTOM CHORD WITH RIGID CEILING OR BRRCING DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS DUR.FRC. 1 .33 •NOS-BZ RNO •TPI-78 OR PCT-80. DESIGN WITH FIRE RETARDANT TREATED LUMBER. _ -TP; - TRUSS PLATE !NST:TL7E. NCS - N?7iC: L D'cS;GN SPECIFICATIDN FDR VDDO CONSTRUCTIN?! SPACING 24.0 TYPE :,JBS E572 WEST BEAU THIS D£SSW HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR. TC111$CHORD 2X4 SO. PINE *1 DXD 15% " 1X4 •3 HEM-F'IR OR BETTER CONTINUOUS LATERAL BRACING TO IaOT .CHORD 2X4 SO. PINE 02 19% BE EQUALLY SPACED. ATTACH WITH (2) 8D NAILS. BRACING `WEBS 2X4 50. PINE 03 191 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NO WANE OR KNOTS SHALL OCCUR IN THE PLATE CONTACT AREA. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM INVENTORY. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 5Y A1301IP 115 12 _12 D'D ?4 27 27 f l II 1 u X10 14 1-4-0 9-j-0 , H-tLtY'd H-tGU2d PLRTF TYPE--WOOOLOC SEON--17126/ FURNISH R CDPY OF 1HIS INSIGN 10 FRFCPION CONTRACTOR nl'IM IM,Italaf7 PNILY.IS IM: w:P,d', N,i,:lw, I41d,,Y U-I DESIGN CRIT - REF '� - �_, E.IMPORT[INT•s '�,., wl et Nt•rY t�,t JUN lvI, WRItNINI; tN t.µwlN., tN!_Il,n, il", �¢•P. f;;y•. TPI T/ Lb.��/�3 C_7 (-] L:_ 1 L.1 1. ,nrlNii[+1twUr1 rtl$f �rI�UIiNIItI4 U, lar InriRlluN INUrt CIIW.INL :.tI -nY! L- '.fn+.,f:w. Illnl, INtJ'.'JS .,,\ft"7�••�•%t TC LL 30.0 PSF CRTE y/ / u C..f t 1 t_.J i_.l Iltts txl i.l.LJN FiMt I"I,tract lu d.11tu I,* 11ehS IN uIl11 UK"" Cl/YL.NIrtNT Ntll lit.'.intq rall•1 i�xv', .;rll St, Q'�- "'7 �.-3 YITH Tit -wY lir LUNINUt nrau(.• b7 IPI I�PIM CUNt(LILM!, In I6 tw SII.N 1411 lixillluNu SYL1-In, r1M71, t-x'.Vr e'-• TC DL 7.0 PSF DRWG. 1,070, 331 r-U [..7 1'J t_J PYIt ryM1 KIttttU tN.Jtt 711 iJl,AA tdYVIWILtU Shit t7Hl:.;, Mill NNW.INI. Nlt...+dhNI,_ in t'•', „it.I,YI'll l� u r" pT t__ L`IIlYYl4l '.111NN, �ltllN. Yt11.I+,hNIS IY ti>III IWY6 1.97Y4 N. SIY/YN, IUr iiY1Ni. ..�I ffl Ilift!Ili if Mi i) �jZ • UC DL 1D.0 PSF FL-ENG JUR CJ f�1 t J ,erlt Ltiwi:.,(I1t1 Iu du1N 11(.t:. to tw-, 131N1 IWI ukwt IC. Yl6• l'itut'l Nlr N.I"t,.0 tl IYUN, W,.. o-:• 7 PSF 0/R LEN. 3� -B-C C_I ,-.J tll1YN wNNIM. wlulkt.I*i 4t'NUMl1ii t.'K16� UI![/d11SL Wlith. dUlltr LIYINu YI11 ILIO U ll IM UN nwl�.I,d. �- , F �c �, TOT.LD. TRUSS .lam �11tYn.,tJl :l.rt«n .tl I.'t',Itt..t PNUrISIUN. LX IP ,P,tt11t1, N to N.( Till, P •.._...• D tom. 1 .33 PITCH 5.0/12 .,,.0 , ., •'1, d u, r1 I , nI u :r 1 FCr'tEf ED ,rI - t,,, la '- ,I, � :f,:u �-..-. - t,.t.»+. to ..,.h .e•, .• h,.,.,e a. .r �r. �a< � ,- '.. [J t )' _� NCING WEB NOTES a a o a /� o o a o s 4X6 47' 1" 4X6 47' 1" WEBS: 2X4 #3 HEM-FIR, FIR-LARCH, OR Q o o a o C=3 o Q 3X6 38' e" 3X6 38' B" SO. PINE. o a aSTRNDRRD. . . SY(1 " HIGHER GRADE WEB AND CLB REQUIRED o o a o a o 40UT� WHEN SPANS EXCEED: o o o 0 5X6 47' 1" 12X4 WEBS HF #3 aa ALPINE- C=5X5 38' 9" (1) ' 4" o a o B=CLB=1X4 CONT. LATERAL BRACE ' �S — ATTACH CLB TO EACH WEB W/2-8D NAILS X-e-00T(� a 5X7 47' 1" 5X6 46' 0^ 5x5 42' 9" 5X4 4, " 5� 4w ALPINE ENGINEERED PRODUCTS,INC. ° = 3x4 47' 1" P.O. BOX 2225 2.5X4 42' 1" POMPANO BERCH,FLORIDR 330BI 305-781-3333 LOCATE TOP CHORD OFF-PANEL SPLICE WITHIN 6" OF PANEL 114-POINT. DESIGN CRITERIA TPI TC LIVE LOAD = 39.0 PSF DASHES SHOW TC DEAD LOAD = 7.8 PSF 1.5X4 47' 1" DIRECTION OF _ BC DEAD LOAD = 10.0 PSF I ELONGATED - i/�t/ TOTAL 47.9' PSF I HOLES IN DIIR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.9" OC (1) 12 S O " OVERALL SPANS X5.00 PINE 2X4 TC 2X4 BC 5S DEN KD 471" 47' 1" SS DEN 45' 11" 47' 1" i 6 EQ. TC PANELS SS KD 45' 1" 47' 4 EQ. BC PANELS SS 44' 8" 47' 1" 4X8 47' 1" 3X4 47' 1" MEASIIRED FROM 3X8 4:8' S" 2.5X4 41' 2" 3X8 47' 1" INSIDE SCARFS #1 DEN KD 45' 8" 47' 1" 3X7 45' 1" #1 DEN 44' 6" 47' 1" 3X6 38' 9" #1 KD 43' 8" 46' 8" 3X5 32' S" #1 42' 8" 44' 9" MIN BRG SPAN #2 DEN KD 42' 18" 45' 7" 5X8 47' 1" #2 DEN 49' 11" 43' 2" 6X8 47' I 5X7 42' 8" 3.59" 47' 1" #2 KD 49' 3" 41' 1" 5X8 48' 5" 5X6 38' 8" #2 1 38' 1" 1 38' 6" 4X647' 1" LOADING SPACING 3x6 38' ff" 47. 0/1 . 33 24 . 0 " 47' 1 " MRX PLATE TYPE--ALPINE 2X4/2X4 PITCH UNLESS THESE SPECIFICRTIONS FOR LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, '""'. (�{,/ GENERAL NOTES ALPINE CONNECTORS ARE FOLLOWED AND THE uRRNING ERECTION AND BRACING. SEE -BWT-76' r''FS C:.hO�y`s 64WBS MP 5. 0/12 TRUSSES.BUILT IN CONFORMANCE WITH -DUALITY CONTROL MANUAL' BY ZTPI, 1BRRCIIG WOOD TUSSES: COMMENTRRY AND RECOMMENDATIONS Q�.�Z1ff��••F'. THERE SHALL• BE NO WARRANTIES OF THIS DESIGN, EXPRESS DR IMPLIED. •TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BRAKINGl'- ALPINE CONNECTORS ARE MRNLFPCTURED FROM 20 GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALLio. '� O 7 1 1 UNLESS OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM SPANS A446 GRADE R. BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN. SHERTHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING = + BEARING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. DESIGN AT MR(IMUM OF 10 FEET 0. C. 00 NOT USE THIS DESIGN .••Cs/EZKOEDfi,EpNCOPYRIGHT 1979 598446RTR,ORRDS CONFORM WITH APPLICABLE I �P �SSPLRTENSiITEND5 , NATIONAL DESIGNSPECIFICATION FOR Y0O0 CONSTTH FIRE RETARDANT TREATED RUCTION 3/22/79 DRAW# A424,856 i - DESIGN TO ERECt-Ev it A-ml 47/ + +lki- 24 IMINATOR 36E & ENRAGER 36EC The ideal solution for the space limited room Both units can be fitted with FMI's own"FULL- design. The Eliminator was designed to maximize VIEW" glass dooms to maximize viewing area and the traditional radiant heat output of a masonry ambience in the home. unit. FMI designs, engineers, and manufacturs zero The clean face allows the builder freedom to clearance fireplace systems which are unsurpass- choose the surround or facing, whether it be ed in quality, ambiance and versatility. We make stone, brick, marble or the for the custom look. a fireplace to fit any building requirement. The Enrager with its blower option and enlarged hearth area becomes a beautiful heat circulating unit that reduces framing costs without sacrificing burning area. Framing Dimensions 401/2" High I S413/4"pecifications Wide 22'/4" Deep 4 � r jd r 2131arr 13" 2 in. Airspace — to Combustible Materials fe. 46' 33Ya'r r 231/4' �,• 511 i 41 �r Gas Line K/O Air Kit K!O ' F Y k� , 71/2t' 6 �' t r ^ Not Less Than .14 in. 9rr 8 in. Hearth Extension — 195/a'" Each Side 16 in. x 52 in. Features • Reduced Framing Dimensions • Extra-large Firebox • "Roundstanding" Value listed by Underwriters Research Report No 3501 Approved for use by the • "FULL-VIEW"Glass Doors Optional laborotories.Inc. International Conference of City of los Angeles u, File No.MR1 06 Building Officals See Report No.24245 Fireplace Manufacturers,Inc. Distributed by: 2701 So. Harbor Blvd.. Santa Ana, CA 92704 (714)549-7782 FRAMING DIMENSIONS ►' (CORNER INSTV' L,1,!1`1"1(.f, ti �t MAINTAIN AIR SPACE Cl. EARANCE TO SIDES & HACK OF FIREPLACE. B -- �e BA { ZERG CLEARANCI: TO t; & NAILING FLANGE . ----moQE,L _ A C 1! L F f ~� 36 , "36 B �} .3 j' ti err.'r3���� I �? '�� I 1�1`"� � it i APPLICATION FOR WATER METER DATE' CONTRACTORs ��_ — ----- ---`—�� — ---- -------- ----------------- BILLING ADDRESS:----------��-�--�------------------------ --------,- -` 3 SERVICE ADDRESS: LOT: _BLOCK:112 __UNIT:---------SUBDIVISION:_,1�F___------ 5- .. ACCOUNT NUMBER- METER UMBER: I`���_ METER SIZE: 1 - I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, =•,BOXES, ALVES, LINES, AND ANY PARTS THEREOF, UNTIL ERMANEH 'WATER S VICE HAS BEEN ESTABLISHED BY THE CUSTOMER. �\ CONT ACTOR _ a. l CI OF ATLANTIC BEACH _ 1 I REQUEST FOR CHECK Date July 17, 99 89 � `~ iF Payable To F. Reuben Bennett, Sr. .1. Address 280 Camelia Street City Atlantic Beach, State Fl ordi a Zip Code 32233 Amount $ 1,335.50 Charge To Account No. Or Charge To Hydraulic Share Account For Hydraulic share reimbursement for fees paid by Tom West on Lot 5,B1 101,Sec H: 265 Camelia Street Y APPROVED BY : APPROVED BY: Rene' A gers - - TOPS�FORM1218 FINANCE DIRECTOR CITY MANAGmusa i y iv ietc more par 000940 QEPAATMENT OF BUILDING CITY OF ATLANTIC BEACH w » _ PER"IT I NFORMATI-Ou -------- L ATXCM I NFGRMATI ON Pore,t Nexmbor 2 1945 Addrsmw t CAfM,LL A" STREET- Permit Typo% BUILDING ATILARTIC 108ACH, I'L»QRIAA 32233 �. > . �, .� � . --------- Class ef Work% NEW L � Conetr Type l 'W000 F'RA'ME L ot% 51 '91poks IOJL Section's Iyl Proposed Use i S1XffG;E .F'AM1L'Y, !Twat Book 3 Pages s 0 1 v*1linga t 1 ` Codex O Subdivisions , SECTION H Eetir at#ird Valuol *654 9:z.,:00 , -----'--- OWNER INFORMATION Improvo Conti BO O[? Mawt TOO 'WIm9T HC3)fZS Tc t ►X r a a e` vt 1.0 Ad+dr o si t "200',AV$RM STREET Amo ,n t OQ ATLANTIC B) AGH, F40010A G.223G a� irOj-� �n. yy F ILi 1r T W-FIRES .,.«.,}..,s�I�w,, WATER lItAF Nl r" g � � kA9Ql GAS "If R ' r ��� A► l�.GA, 7 R . W*T81t TAP #O,Omt � HY'ARMIL.IC MARX 0.1;113510 5,0 Ints-'I"Spect rim p r � a NNQINEERt* :r 4..e wm ,°s*as^-w.��Poq2i,kktcadi "rr zm,Y�„*o-uui ta6'*%r+ter. � 'd - 4 NOTES:• • NOTICE -ALL CONCRETE FORM4� !4D'FOOTINGS MU$T 8E INS PEC TEDBEFORE POURING PERMIT VOID SIX MONTH`S AFTER MATE OF ISSUE, t BUILDING MATERIAL,RUSBISH AND DEBRIS FROM THIS WORK MUST NOT BE,PLACED N PUBLIC"SPACE,AND MUST CLEARED UP AND HAULED AWAY Bbl EITHER CONTRACTOR OR OWNER. "FAILURE TOCOMPLYWITH TWE MECHANICS' LIEN LAW CAN RESULT l"N THE PROPERTY OWI E4 PAYING TWICE FOR BUILOING ICVrPRO EMENTS." ISSUED ACCORDING TO APPROVED PLANS,WHICH ARE PART OF THIS PERMIT AND SUBJECT"TO REVOCATIONFOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC.BfA1DH �UILDING DEPARTMENT By: l 1' Address _ Heated Square Footage @ $-= -mer sq ft = $ Garage/Shed �, @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ oa Patio �-� @ $ L9 der sq ft = $ TOTAL VALUATION: $ ` !� Total-Valuation is $ f� X12 $ 09- Reminder $Remainder Valuation 2 .Q,per thousand or - � -------------------and/or-----------port portion thereof Total Building Fee $ ADDITIONAL PERMITS d/ FEES REQUIRED — ! . � + x Filing Fee $ /-Fireplaces @ 15.00 $ ✓Mechanical �-Plumbing i BUILDING'PERMIT FEE $ tlectric/New ----------------- ------------------------------ ✓Electric/Temp Septic Tank BUILDING PERMIT $ �4 7 Well WATER METER CHARGE $ 5 , SEWER IMPACT' FEE $�� - 00 SToirrnung Pool WATER IMPACT FEE $ ����� 00 Sign -'Water Connection rasCELLANEOUS $ /Sewer Connection 4ater Meter $ Xlevati.on CeiL-iric.i.te GRAND To�rAL DUE $ ---------------------------------------------------------------7------------------------------ CALCULATIONS and/or NOTES _ Gs�� 001029 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ' " ------- 4- ATION INFORMATION R Permit Numbers Addaresasess s 265 CAMELTA STREET Pe unit Typos MECHANICAL ATLAINTIIC BEACH, FLORIDA 32233 Class of Works, NEW ----- LEGAL DESCRIPTION RIPTION Constar» Types 'N/A Lot s 81c�s,k t Section; Proppood Use s SINOLE P'AM'IL 'Plot Bek t Pat Q Di ,� el "00 s O` Codv't O ubdivi rich s SECTION H E tim t d Vogue t 00. tura OWNS INFORMATION __a loprov. Casts *0.(YO Nomet TOM RST Total Fees x *3S.00 4 iddress s 3800 AHERN STREET AsaF«ura l P d s ata"3+B, ATLANTIC BEACH, FLORIDA 32233 Dot+ 7 Phnsx0 s & ' 4 worri De 16 , 0 TOM CARRIER SYSTEtt i I AItiI S'I"A 1PPETUATION FEESOC *38. 00 TE PACT FSEEWERIINPACT. FEE $CJr OC1 In X493 1 A '7/' a ATE NEI � OW � p o Ay 15 ADON OAS 5% $0. 00 ATER 'TAP 00.00 EWER TAP iC D.ftAULIC SHARE-, _. E--l uoptC T PEE $0. 00 RGI,NEVIRINO .0.00 THER NOTES: ` NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING 1 PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED:AWAY E3Y EITHER CONTRACTOR OR OWNER. "FAILURE TO C©MPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER`PAYING TWICE F©R BUIL©1NG rMPRaVEMENTS " ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC, H UILDING DEPARTMENT 4- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 38258 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. I. LOCATION Street Address: / S' . OF Intersecting Streets: Between A z And BUILDING Sub-division IL IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a.part hereof and in accordance with the City of Jacksonville ordinances and standards of'good:practice listed therein. Name of Mechanical Al Contractors Centreafor (Print) Master Name of Property Owner )'Wes 4--z' Signafun of Owner Signature of or Aa<ihorisd Agent Architect or Engineer Q III. CMERAL IN - TION A' TYPe of leafing fel: V B. IS OTHER CONSTRUCTION BEING DONE ON Bloc! c THIS BUILDING OR SITE? (kc� bas—Q LP Q Natural Q Central Utility IF YES,<GIVE NUMBER OF CONSTRUCTION Q OB PERMIT Cl OtMr— Specify IV. MICKANIC/u. SWIPMMIT TO BL INSTALLED NATURE OF WORK (Previdreemplete list of eanpone its ae beck of this form) Residential or ❑ Commercial HeatQ Space Q Rom Central O Fba New Building Air Condrfionieq: Q Room C' Coafeel ❑ Existing Building .yc�. � ❑ Replacement of existing system Duct System: Material Thieknbsa.� Maximum sapecify, '4a n cf.m. New Installation(No system previously Installed) O Reki"retion ❑ Extension or add-on to existing system ❑ 'Cooling tower- Capacity 9.1004". Other— Specify Q Fire sprinkiem: Number of heeds_ Q Elevator Q MenlifR , ❑ Escalefte -(number) THIS SAGE FOR OFFICE USE ONLY (� ;CWolimspumps (number) (ReeeWodl 93. Tangy —(number) Remarks 17 LPG conteineK w(number) Q 'Unfired pressure vrla« a Permit Approved loom d Other - Specify Permit _ LIST-ALL EQUIPMENT AIR CONINTIONING AND REFRIGERATION EQUIPMENT caftNUMber Valu DercrlpUaa Yodel Number Hanutatctu w (Tone W eC BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : Building Contractor, Building Permit Number: Address: Legal Description: Lj �_ ll0ll-- Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as �_-- -- 72 Lowest Floor Elevation: required as built n/a Sales Tax Certificate: ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY,•THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: " BY: Fire Chief Public Works (_/11 / ----- -- ---7- - -- ----yr Planning Director Building Inspector v.,.trttftratr of COrrupattry CITY OF 0 ttt &MA.-R60,14 'Orpar mrn# of VnilMng Inaprriim This Certificate isstied pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification c } #- Bldg.Permit No. Group--Type Construction � Fire District_ �— i Owner nfBuilding_ _ Addmss—:?" Building Address_ ``' .;w°� r` Locality By: T_ Building Official Date:.,__- POST IN A CONSPICUOUS PLACE Aft 0009,83'. DEPARTMENT OF SUILMING -" CITY OF ATLANTIC BEACH "PERMIT IN'F'Cll MA'1'I(7IR ­LOCATIOM INFORMATIONPertmi t Number; 9a3 v. Address: 265 CAMEL.IA STREET _... . Permitp a PLUM 1 l ATLANTIC $EACH, FLORIDA 32233 Class of Work NEW , LEGAL DESCRIPTIO Con ra tr. T of NIA YP ," I•r�t a Bls call s Se ti p Proposed use: SXRGLX. FAMILY Piet Books' Pagel O DvellInDe D Codez Ct E'obdivisionz SECTION H Estimated Value: $0100* _ OWNER Z`IiF"tlRMATXQN I par v.' Cost : X43•+DIS+ . Homes �TdC3M WEST HOMES Tat a l Ki��� � . 445. 00 Addre alis s 2ra,S CAKELIA STREET Amout, 4 . 00D ATLANTIC BEACH, FLORIDA .32233 IJat` r� E,t /a3 Phones (904)'157--1853 a Work . ,h NEW i.; E ANL> "I}A"TIIIEE a� i,'' LICATION FEES S' R. L. $45. 00 wj N l WATER IMPACT FEE, $0.00 L 4wSEWER.a IfriP1. "�"' PEE � tll ± j . 'pCyf+g` L '>9.. aAl 1 � a,�� a ,a11 Sty �"" 'S�R'a3 ;v �x I�H17 e wa• O. fir fl tJ 4 RADON GAS " of dAll I € f ;/ 0: 00 ' WATER �TAP � $0. 00 w � EWER '`711,11,` HYDRAULIC' SHARE tJ• t C) Rn r RE-INSPECT FEE O OEC y ' ENGINEERING 0 .CAS ON 4THER xSN'titS {MN"v.w 2 N7sr"J>l NOTES: NOTICE—ALLCONCRETE FORMS AND FOOTINGS,MUS�T=BE INSPECTED BEF'ORE`POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. `FAILURE TO. COMPLY WITH THE MECHANICS'` LIEN LAW GAWRESULT IN THE PROPERTY OWNER PAYING TWICE FOR SUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR V16LATION OF APPLICABLE PRO .;BIONS OF LAW, ATLANTt w ACH BUILDR, DEPARTMENT CITY OF ATLANTIC BEACH r' APPLICATION FOR PLUMBING PERMIT JOB LOCATION PLUMBING CONTRACTOR ` ;r� �,,.;' :, �= �,•�'��'.- � `��� �>�a LICENSE NUMBERS OWNER BUILDING CONTRACTOR TYPE OF BUILDING r'f SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS f DISHWASHERS URINALS DISPOSALS r4 CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT r � INSTALLATION OF PLUMBING AND FIXTURES TMST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CITY OF ATLANTIC BEACH, FLORIDA App►owd by APPLICATION FOR ELECTRICAL PERMIT 973 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 199.7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ;2(//�4oV/ ELECTRICAL IRM: MASTER ELECTAICIAN SIGNATURE NAME= � �Q/ ADDRESS: L 402e2g ._RFD BOX BLDG.SIZE BETWEEN: RES."--- APT.( ) COMM.( ► PUBLIC( 1 INDUS. ( ) NEW(�� OLD( ) REW.( ! ADDITION ( ) TRAILER ( ) TEMP.( ! SIGNS ( ) SO. FT. SERVICE: NEW(-4-" INCREASE ( 1 REPAIR( ) FEE CONDUCTOR SIZE ..;tAMPS COPPER ( ALUM. SWITCH OR BREAKER D AMPS PH W VOLT 6ag RACEWAY IP- 00 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 3t•100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FI M: MASTER ELECTOCIAN lSIGNAT R �&NAM ADDRESS: f RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.rf APT.( 1 COMM.( / PUBLIC l 1 INDUS.( ► NEW 1--!"' OLD! 1 REW.( ) ADDITION( ► TRAILER ( ► TEMP.(- r'SIGNS ( ) SQ.FT. SERVICE: NEW(--1" INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. •O� SWITCH OR BREAKER AMPS PH jW VOLT RACEWAY G� EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UTILITY SERVICE AGREEMENT (Water and Sewer) ' T111S AGREEMENT entered into this JUNE day of 14th , 1989 , between the City of Atlantic Beach a Municipal corporation, Hereinafter called "City", and ELAINE BRANTLY a FLORIDA corporation, its successors and assigns, hereinafter called "Developer". W ITNESSETIf WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as LOT 5 BLOCK 101 SECTION H refer to acreage, plat engineering 266 CA14ELIA STREET drawings, or legal description as 1?x4ibit A and WHEREAS, Developer plans to develop said land by constructing ONE buildings,• ONE residences and/or other improvements thereon Consisting; of. ' . • and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of tiie property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property acid City 'desires to furnish same; to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and MILI EAS, in order to provide water and sewer services to Developer it has been or will be necessary- for City -to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants ,so that City can provide service to .tile Development without imposing a burden oil its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described__above, 2. City agrees that after Developer has connected to the systems r of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and .rate schedules, 3. In tl►e event that Developer or assigns fails to complete construrtinn of all imnrmiamonfc rentir .l t__ �___� + • Agreement under this provision, City reserves the right to ►negotiate with Developer a ►new agreement for any additional sums to be paid by Developer to City as plant capacity a►ad service availability charges, fees or other charges based upon increases Ili the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4 . All taxes or charges imposed upon the property described above by any gover►mental entity or agency shall be paid .by Developer except such part thereof that has been deeded to the City in accordance with tho terms of tills agreement, 5. The-rates charged by City for water and sewer service shall be l►► accvx-dance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that saki easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lilies, including meters and sewage collection litres. Sites for' lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage ptunvinp to suld state road right-of-way. Developer shall further grai►t to the City, its successors and assigns, the exclusive, .perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove; relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of tl►e building sites oil Developer's property which are served' by City. All such easements sliall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the, right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer j►or,any of* its successors or purchasers shall discharge into the sanitary, sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall. not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City sloes not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The ,Developer hereby agrees to hold harmless and Indemnify City for all costs and damages resulting from flooding due to ,back flow preventor valve failure. B. The construction and design of all fact t; t, Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, flans and specifications the applicable standards and specifications of the City. 9. A. if the Developer modifies this development plans for Developer's property wlciclh would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by tl►e City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. 'I he Developer shall pay all additional contributions and fees as may be authorized by the City's* service availability policy which is in effect on the date said new agreement is executed. B. Ill addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order , is put into effect-. . C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing And specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the c:u►ltraclur to which the award is made. L. A representative of City or its engineers will be Lite absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all ureters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. , B. All sewer mains, manholes, pumping-.stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and I'UD's or for conunercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private'- property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. D. By these presents, Developer Hereby transfers to the City, the title to the water distribution and sewer collection► systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon. execution of this Agreement the sum of 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this /agreement. Developer shall also pay to City upon execution of this Agreement the sum of lo) per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review- fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $20,00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at• the rate of onethousand thirty, .five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable. as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of f ' r 1 D. A meter installation fee to. cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy, at the time of installation which currently is $85.00 per 3/4" x 5/8" meter F;. If available, construction ,water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property., is prgvided by the use of a mein • s extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said` main extension or other improvements to City. Said pro: rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' of this Agreement. 2. 11it]i respect to utility facilities installed by Developer to which future developers connect directly, and .in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's *successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible. The refund obligation of City at a cost of $ 12. All charges to Developer shall be paid by Developer to t)te City in accordance with the following formula and procedures: A. 'I'I►e q(IV.111CO dejjos;i.t f;c►ronginoo► ing, n�Im.f.n.f.:;Lciill.v0 1111d legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and ' B. {Vater plant capacity charge upon the execution of tills Agreement, a total of 380400 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of " " " 1n,;,; no and D. Meter installation Jee according to the City's service availability policy at time of installation which currently is 85 00 _ upon application for hook-up of individual Jots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and j'. Hydraulic share payment, in accordance with paragraph IIF-J of this Agreement upon execution of I this Agreement, in a total amount of $ 1',33'5.'8'0 . . . . ; and G. Service availability charges and other additional aids in construction in accordance wltlt 1)a1:08rapl► ll(; of tills Agreement- in a total amount of $ . . . . . . 13. City agrees. `to connect individual buildings and structures oi► the developed property, upon application by the builders, plumbers or individual umiers subject to the operating rules and regulations of the City and payment of. .,all fees and charges . in effect on date of application and compliance : by Developer with. all provisions of this Agreement. 14 . The cliarges; .•.costs and tees, for any separate emergency fire protection water systems, for subject. project will be .subject to negotiations between City and .Dev.eloper. if buildings of more than two stories are a part of , the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity aiid service availability charges, fees and other charges as outlined above are , based on normal domestic sewage defined herein as containing not more than .three hundred (300) parts per million biochemical oxygen demand or' three hundred (3UU) parts per million suspended solids. Whenevez' water which contains more 'that► these amounts is to be admitted to the sewers', both the City and the pollution control agencies must.:`. specif•ically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended; solids over three Hundred (3UU) parts per million. All sucl► cv►n►ections sl►all provide .for a suitable point for the waste to' be sampled by the City or the xegulatory agencies. An additional . cl►arge equalto the .pro rata share of any additional sewage treatment pla)►t costs Above ninety percent (90%) treatment, and of t1►e cost of any additional required outfall pipes to subordinated to the terms of the Agreemept and easements required herein prior to any acceptance of the facilities Uy. ;tile City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect .the requested dwellings or structures o►► the said property at nu: additional connection fee (i.e. , in addition to those provided for above in . th. s Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, tl►e pegiudic payment of :tile water usage and sewer usage charges in effect on the date of such:'application or thereafter reflected in tl►e City's rate schedule. 18. This /Agreement shall be binding-..upon and..shall inure to the benefit of the Developer, City and .their :.successors a1id assigns. However, in tl►e event the Uevelopex has nqt` paid and delivered to the City the plant capacity and service, availability charges, fees and Other charges provided to be paid to Lila City by Developer under the terms of this /agreement, and all easement• and convey4nces .required by this !Agreement, then this Agreement shall not inure to the 'benefit of the successors or assigns of the Developer. 19. It shall be . the responsibility o£• Developer to locate for builders any water and sewer taps ox lines necessary in conjunction with x.esidential or commercial construction. 20. Unless the damage to any onsite improvements• are the result of the negligence or willful act of the City,; its officers, or employees or authorized agents, the owner or Developer .:o£ such property upon which the damage occurs shall .be responsible for the `:payment, to the City of .such damage to City's property -including: all.. noc'essary and reasonable repairs which must be. made by t1►e City, or' 'independent cant_r1run-2 prior hereto, for the payment of such hiecessary and reasonable costs and expenses for effecting such repairs ,und ' restoration to such onsite facilities located upon the owner's or Developer's property, Notice of such lien or claim oil lien describing - the real property and the amount owed may be filed within ninety (90) days o£• date from the last date upon which any such repairs or, restoration were made by the City or its authorized representatives. Ther eafter, t1,he ;City ,shall be entitled to bring an action for the foreclosed, under tile', laws of Florida., 21. Prior to final acceptance of the .utility and other public facilities improvements by the 'City the followiiig requirements Hoist by met at Developer's expense: A. if the property is platted, ahe;copy of the recorded plat shall be furnished to the City, U. "As built" drawings of .utility improvement shall, be furnished one week prior to final .inspeation,; .Ms built" drawings shall be certified by a registered engineer with the., cost being borne by the Developer. Two inylar and three ;.printed ,copies .of said drawing shall be furnished to City. C. All lot corners, shall be properly marked so that utility company or its engineer can, upon rec.eipt .of "as ,bull V.1 drawings, verify the marked water and/or sewer services .as to. Ilocation and depth. lit addition, for purposes of locating and protectilig installed service lines and valves Developer or Ills contractor 'shall mark each service line and all valves with an eigilt (8) 'Foot• •,pressure treated wooden post . in the manner as shown oil the design, draiviiigs and 'specifications. Developer's contractor i5 required. to install curb. stop, meter box and valve box oil each water service a,nd valve as slloigi oil design drawinvc_ irrevocable letter of credit, the textus of which will indemnify and save harmless the City from any loss, dumages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of Ulu ritellitlus. , F A bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this /Agreement. I{. A deed for ,any anu all laud oil which lift . stations or water stations or other improvements if required by City. 1. The title . evidence, mortgage • releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite cotist-ruction provide City an accounting of the actual costs (schedule of ,values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Develo�Cris construction has passed certain tests, including, without limitation, closed circuit television insl►ection of the gravity sewer lutes, witnessed by a City representative, to determine whether the Developer.'s construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at •least three (3) times : the first test upon completion of the system; the second test upon completion of all building, roads, . paving, drainage, and all construction within the right-of-way easement- area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance, L. Letters of acceptance from the appropriate regulatory • 22• All notices that may or ,must be given iinder this Agreement ; shall 'be in writing and shall be valid if mailed by United States registered or certified mail, postage and chaiges prepaid from addressed as follows: 1'o Developer.- To City of Atlantic Deaclt City Manager 716 Ocean Boulevard Post office Box-25 Atlantic Beach, Florida 32233 Ito WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and, delivered in Me presence of,• ' Developer {Viiess City of Atla�itic BeacJi Witness r ' CITY OF ATLANTIC BEACH — DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION L(>CATION INFORMATION Permit Number: 21632 —Address: 266 CAMELIA STREET Permit Type: WELL ATLANTIC BEACH, , FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: FENCE Lot(s):5 Block: 100 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION _ Date Issued: 3/19/2001 _ Name: CAUSEY, JAMES Total Fees: 10.00 Address: 276 CAMELIA STREET Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/19/2001 — Phone: (904)249-1410 Work Desc: New Well f CONTRACTORS APPLICATION FEES - L.N. WILLIAMS PERMIT 10.0 0 f I i In._s ,.._ections R quid -- FINAL I � NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND j MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE i PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" f ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION I FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I # I ATI.ANTtC BEACH BUILDING DEPT. Date: 3/19/8181 Receipt: 8843117 88188883221888-- ' FF_p $10.no APPLICATION FOR WELL PERMIT CITY OF ATIANTIC BEACH PROPERTY MER name: Address �� ��c�-x�- 7l c Zip APPLICANT, IF MUR THAN Name: zc_ /-) . Day Phoma���r7lrf� Address � ,�1��� / ���1.v7�i l/a Zip_. ;— 3 JOB Address or Location: Legal Description: Z.2 zspa Is well to be used for drinking purposes? Any person, individual, corrmration or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach, A certificate of occupancy will not be issued Instil said report is on file with the building department. Deoartment Notes: I agree to camoly with regulations stated herein: ��Ighatljf 6( Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATfON ,, LOCATION INFORMATION .r . k Permit Number: 21157 Address: 266 CAMELIA STREET Permit Type: FENCE ATLANTIC BEACH, , FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: FENCE Lot(s):5 Block: 100 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: F"' x :�, OWNEi�.INFORMATIQN Date Issued: 12/18/2000 Name: CAUSEY, JAMES Total Fees: 10.00 Address: 276_CAMELIA STREET Amount Paid: 10.00" ATLANTIC BEACH, FL 32233 Date Paid: 12/18/2000 Phone: 904)249-1410 Work Desc: ERECT 6 FOOT CHAINLINK FENCE PER PLANS : 4::GONT TORS , :,, waft 1w, I TI FEES . s PROPERTY OWNER PERMIT 10.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"` ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. IL /'\� — CASH 12/19188 81 Receipt- 9820108 87 8618W3221888 ATLANTIC BEAC'H-BLALDING DEPT. 'xcLtIVED � L 8 2000 City of Atlantic Beach APPLICATION FOR FENCE PERMIT Building and Zoning Owners Name zz ey Phone _AW_ IY161 Joh-Address. A� ��a �L 14? >` T Lot—,5--131ock and/or Unit # 0 Subdivision f� Contractor if different.fcom. owner &0Z DCufG(k Valuation-of.fence_$L. Corner or Interior-Lot Type of Construction Y_h.2&✓ Show location and height of fence as well as location of street(s). r g ! feet e, yre Owner SignatureDate j^-/� �s Contractor Signature Date b +� CITY 4F ra�ctie Feat - � 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL.BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." 7)-Ns DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-2280). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFlCATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PERTY OWNER/BUILDE o`l � �F1�1 e�ffir .57 ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THIS �AY OFLed , 19 X"J,L/ NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPARTMENT. Ir- MAP SHOWING BOUNDARY SURVEY OF LOT 5, BLOCK 100, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JAMES LEE AND JUDITH L. CAUSEY ATTORNEYS' TITLE INSURANCE FUND, INC. WILLIAM G. NOE, JR. WEST 3RD STREET (50.0' RIGHT OF WAY) J O 8 'O r D LOT 3, BLOCK 100 FOUND 1/2' IRON PIPE LOT 4, BLOCK 100 NO IDENTIFICATION A tp v O W, �O �O LOT 4 BLOCK 100 my 0 FOUND 1/2" IRON PIPE S 90'00'00" E 102'06'(MEASURED) No 40ENT1F1CAT4oN S 90'00'00" E 102.00'(PLAT) WATER METER AT CORNER FOUND 1/2' IRON PIPE 2' REBAR NO IDENTIFICATION ET 1/2- 1.0' OFFSET DISTURBED STAMPI D "WITNESS LB 6702" Z 5.0' OFFSET 2 0 og g $ u!S o D CA c �u o � n LOT 5 '0 L — x BLOCK 100 = D t0 P -I 0 �o VA ca N T D � mloma+ ::� M Nn v D m v %ET 1/2' REBAR FOUND 1/2" IRON PIPE N 90'00'00" W 102.00'(PLAT) STAMPED "ACM LB 6702' NO IDENTIFICATION N 69'55'24" W 101.92'(MEASURED) 1 10 , VED P P �,. 2000 o`Qs ity diani i� Beach uii NOTES: ACCEPTED BY: LEGEND: —X— = FENCE 0 = CONCRETE