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I a y i HAN tilt it CAQ pill I I r 4 • . i f • � e , rs o _ 1, I t , I � I :OS 837 .A,fl:'cs v _ t 1 s C/Y��4 �S � t s�.�/Yi�s � Ski i/'�i1/71�'�.9b/Y/ddl/ a"o� -L v�YY�cb'�. s•�' ,c b/vt Q/v y?ivi _ I a �..;� �y� s�5��� ��SnaaJ� oS�=1? � _ � `,-may �!- /Yogi.- Z.f o/✓n� ! /V,, L57 1 a12 g �2 Zi: � o �ujuoZ pue Auipjln 29��5�72IM71 ../ a/Y�� �lr Y— �I of 3,� 2661 Z M III " s • �,� � fes, C I-woke o,y „a2 L Z ddy 03AOHddV _ , n al r / Z JI I y I ,♦•�Z� Q' 1 � a'i�( 72 noa -7(;7r4 �o Y/Y,/y d/- 111ti 03oGV4V JON 31 9)0-4 1:. . di i R� f ri 51 WHITE .., c, PICKET FC' I r W/ GATE z. /1 / / r � x _�XIST PORCH r Ala ' 201-20x3 -O" � r t i i > 21-5Jou 1_011 V IL f 6' WOOD W/ /f r i Z14,E Ct':` // , ADDITION EXISTING _ GATES ;. ,! 281-011 # DN • r f 61-511 6'-3yr1 31_111 6',2y4u 6'-01i -,� N INi!!I`, NEW FIB. i '"��RS DOC�#�:S W LAZE I AGTI ACTIV F"I>� GL$ I r03 r SW-1 2-3 30SH W-1 2-3 08H PLAY ROOM I I 1 r TILE I I N !W NICW TILE 10 LT FRENCH 1 DOORS &YV-�1 HOSE ol n 00 f a NEW ORM n NEW BRM nL - PLAN CARPET PR 24 CARPET10 ERGL1 co LDoCARPET PR 24;---- ----- -- - -PULL-DN �o -_ --__ + +CON STAIR ------ 34u I 8D + +---------------- - -r` N 31-g3jy �I ,_ 1 ,60 BI100L 2 NCWOn !\S' TIS I !°W GARAC3Iw �COtdCRETt 1 00 ,UNLESS CENTEREDORMENSiQNED------------ EXISTDOOR " NEW CARPET 2-2 40SH 26 SH _4HOWIL" J;; SWC W-1HOSEW E S HOS i \ A i4 MK1$T BRM/ C * W STUDY CARPET v3'—gy421 a' 1_1C}�'x7 PAWELED O tRHCAD 71-611 p NEWGARAGE DOOR W-1 \ 0 � TILE 1_ a i_ 11 1_ 11 1_ U101-011 .� 7 7�4 5 7 2 4 \ 11 73'414161-611 New CL PPROVED NTIC BEACH p1, V#j"G 604v OF `OtiiNG OFFICE 129 &PIP�ROVE DCITY CF ATLANTIC BEACH BUILDING OFFICE DI OPf IST-i � '2 8 2 0 E"`XIST GARAGEEND 20`f-J"x2O`f-81' EXIST WALL TO REMAIN D EXIST WALL TO bE REMOVED NI'"W WALL Fi 1R1_ FLOO "'qR ARWALL W/ 1/211' COX PLYWD SHEATHING 1/4 1 0 2x6 SPP #2 STUDS • 1611 O.C. SECURE W/ 8d COMMON WIRE NAILS ! 3" O.C. AT EDGES DEC 21 M 6 6 O E. IN FIELD. INSTALL SPP ♦2 BLOCKING GIEII of Atlantic .B3ALL HORgZONTAL JOR TSO. ;NSTALL 1 SEMCO ADDITION 670 SF 1411d10A Ing STUDS AT EACH ENDO SHEARWALL-16d NAILS SEC HENT � NEW EARA 344 SF "f t? CONE FOUNDATION BELOW. kh NOTES: 1. VERIFY ALL DIMENSIONS. NUMBER OP FULL HEIGHT 2x6 STUDS TC?AT EACH SIDE OF HEADER. USE 2 MIN2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. TYPICALLY UNLESS NOTED OTHERWISE;z �t�SHEATHING, OR CENTERLINE OF INTERIOR' PARTITION UNLESSOTHERWISE NOTED. 1005 ! FACE OF STUB.3. PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT` ALLEXTERIOR DOORS. V t v �Y. ELDER RESIDENCE ADDITION'4. ALL EXTERIOR DOORS & WINDOWS TO meeT 110 MPH WIND SPEED ;-COASTAL $6IN�.AND WAYCODE REQUIREMENTS,5. DESIGN MEETS WIND LOAD REQUIREMENTS OF° THE STANDARD BU1t DINS CODE, \ � `� � ATLANTIC BEACH, FLORIDA CHAPTER 16, FOR 110 MPH WINDS.6. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO '2 IW �SP15), �1OR APPROVED EQUAL, STUC S CAN BE SPIN NO. 2. ALL TIMbeR SHALL HAVE A \ : ~ Fisher & Si�YlIY ons Architects, Inc. MAXIMUM MOISTURE CONTeNT DIX 1SX, 16 09 Second Street South Jacksonville Heath, Florida7. ALL FIRST FLOOR DOORS ARE 6'-8" HIGH UNLESS OTHERWISE NOTED. 4042 TS JWTS 11/34/00 1 4 , b , w . n AT RC30P T1tL#SSNl1 ! 24 P.C. • 24a . I T • _ � � gM tis MA_O1#iAll<3 SKIT�` _ vill SMAT14ING ON "wSE`S #• R-30 LASS INSUL 12 y _ MA',TCH eXIST 0004T { O X : TRA H k : RU Il ,r AT"I' a t ., �, 1f2 CEILING GYP b0 • y to AC k -� ,w l►TCH EX T (ALIGN 'tiIV! EXIST.) .T. 1x4` E`R .T. . txa PLATE - A$G3 T EXIST) D� .E` 3at4 SYP #2 L W# !IE!MC4 HCPI.!! STRAP RI f3E TO STUNS 0 IV O.C. /so VE YWfl RI tE: 2-2xdt SYP #2 HEADER .. HE:ADE1! ALIGNED #" CONT TU PRteze W! CXIST, MATCHI EX T tu M FW wt e v. x6 SPP' IGN W) XI 1/2 GYP. W. ON 2 #2 4 • STUDS 0 160 O.C. (b TUCC4 D 4 MATCH t- ' d - ;y MAIM '- / G ST. x fj NOTE;. NAIL 1/2 COX PLYWD �. a WALL SHEATHING WITH , TC: 4 TU � A►HO`1�t NAILS t 3" O.C. t= N, MINIMUM OP 8d L r , .. T H .a _ . ._ 2x4 :. _ S { !� O.G. IN PIELD._ '�` AT ALL � � b T LC AT ALL "` INSTALL SOLID l�LICGi T r. ,:: s �►L :S 3 ? �A► I�fORI2 JOINTS. ill Vii' ..; W/ Xt9rT n OV -1 TTS CONT. a R A P�t>at►LASS dA .. - STUCCQ TC MST ON �� 112 GYP. BD. ON 2u6 SPP. +t2 _ VINYL LA O LAPPED JG# T ,-S ! ION Q.C. 5 UD P'ELT'S TYVLK WRAP ON 1/2" R{ Q � FLAN PLY" 8 THGi' ru ` P.T. � TE` W/ :'1�f2Kx10" 411 a CONC SLAE! - SEE , ANCHfl� " ' H itt/S IKOUNflATION PLAN NOTES: ' _ Y_ :. ♦ J2" u1I1N' ibP :R` "14P' 1. ALL HEADERS 2x8 SYP #2 UNLESS OTHERWISE, TO 8TH�r�11/ 4&_", A►tL.S i 18 O.C. NOTED. y a r - STUCCO ROL JT .... A SE I R `+@RS & STRAPS. _; :e u ESL SLAB \/\/\/\/ \/\ \ ~ r __ „ lu \ 4 � .�, -�. , :. - � ,.� ,:. PPL � \ /' / / / "C CM LATH ,/ / \. . h.. . CMU RT N � C ;�+�"_. ; ,,f. F I L L AT wamialift .. LCE LS � Y 2 #E , . A De Off _ - - __ _ _ _ _�' - - - — ^ Q ° a 2+ x10 NC 16OOTI Aws j 245 CO (ALIGN W/ A T P TING! . ATTACH NEW POOTI TO EXIST � : . ; itlW/ 5 #5 ElARS x 1 !R+'.EPDXIED INTO HOLES tfltlLL iP INTO EXIST_ ,. K'j 1�P C L WALL SECTION r t .�. PT4i 0 6� O.C. CENTtED IN DEPTH OF P't�QTINfl ;, ,: 3f4 1'-4" #"` r e AVO i ( — ... _ _..._. .,. ...... .... ,.. 1 ATTACH, NEW Ab TO EXIST.W/ NE`V1t �y' ►— ;. { 0 ... — _ ._. __ ., ,... A t A e _ ..._ �... ..�. . 1 , _ _ W� #S bAR x i' ' • 24 O.C. .Ef QXItD fX� . :. , , H HAT OO" I+IT�U HOLES DRIi. 6 1NT0 XI3T r. � „ ., •r : ! 4 CONC "lAt'/ ; d ;, .4 3 1.F "fl lE` ! i SLI��! i v 1 I 6ARR eut 4i+t° . : SCC TCD, 1 [ 11 TE: MI1E LL �. ( _ x ( COl�CRC tX+l ( 1� i { I a •- EXIl3T + CONC SLAD �� a 1 # 24".;�l2 C ! : 1Z : r ss ' �,, AOC? 1-#5 CONT I ( (V 1 { ( VERT . A ..t. C ENf� i 4 _ { 1 .' DRIVC 4" CONC. 16"x12 OP. THICKGNE£1 EMT O CONCRETE: BLOCK ON tp PAD ( 1 SLAB W/ 2�#b CONT. r::. v ��246 2(ft, 04 CONC P00TINO W/ ti 30 A S 1 1 � CONT i {, �. i I 1 1 > ` a OP i LOT 4a As S�# ON MA .Os,.On I 1 +OrON ;.,, 1 1 _ OCRANWALK POUR ( 1 _ o .. I I t�; ,, t REED IN TK , c'A+1 I ( ° 1e. PARS 18-18C� THC i 4 1 ' RCC OP' DFA [ _ O►i.8 3 4 &+t}�_Oe 1 I CITY, PSL A I I m �_0 1 f I I _ R 11 m : I A, ; ; ►Y f ,� MZlk I EXIST i CONCRETE .bLOCK ON 1 20%,IW CONC POOTIt W! I I 2-#6 CONT ATTACH NEW FOOTING TQ EXIST: 12Nc12D THICKEN co 1 _ EDGe W/ 2 #�5 CC>NT. .1 W/ 3 # ILMS x f 6 EPDXIED # INTO HoL ORIt,LeD !P INTO eX T I L '' a '3"TEm� ! �' O.G. CENTERED IN t' P'TW I "., " " E 'PLA t Or POOTIN+@Q ' NC ADDITION , �' Tl�1L.AP�t�:7 WAY �-0 4ATLANTIC 5EACH, FLORIDA '- n - T�. f1sher & Simmons Architects, Inc. #ice 8t"et •� Hea4h POUND y ,� QE�� .AlitTB 3t>f�10 4 tte, FOUNDATION, & ,a . FRMING PLANS & SeCTION +. s , , t c, . ,..,. .. ,,:. , '-, ,.:• .. ,, t „,lam ., ;,. ,_ ,.,. -: ... ... AN �II ELEc-rRxcAL. FIXTURE LO. 41 $ TOGGLE SWITCH }a; } Drum SWITCH 3 DUPLEX RECEPTACLE DUPLLX RCC. `ABOVE COUNTER (44" A.M.P.) DUP. .RCC - WEATHERPROOF / e , 220V. OUTLET/JUNCTION BOX / 110 V JUNCTION BOX ' TELEPHONE OUTLET SMOKE DETECTOR i. CABLE TV OUTLET l A PENDANT CEILING LT. FIXTURE " ! B WALL MTD. LT. FIXTURE ' C RECESSED CEILING LT. FIXTURE 4 i D DOUBLE FLOOD LIGHTS MTD.< 'UNO" SOFFIT E EXHAUST FAN/LIGHT COMBO. - S SEPARATELY F 52" CEILING FAN (W/ LIGHT KIT WHERE 24PS4 � C3 EXHAUST IRAN v J PRLUORE8CENT - SURFACE MTS r K VANITY FIXTURE , L 24" UNDER•COUNTER LIGHT i R CEILING FIXTURE - SURFACE MTD. j SWITCH ONLY LOWER HALM OF DUPLEX •: � }, OUTLETS WHICH ARE SHOWN AS SWITCHED. ri PROVIDE GFI CIRCUITS AT ALL OUTLETS AT WET OR DAMP AREAS. TYPE !! FIXTURES WITHOUT SWITCHING - ADDITION' EXISTING INDICATED SHALL HAVE AUTOMATIC DOOR ' : (LIGHT. ON WHEN DOOR OPEN) HAVE OWNeR WALK-THRU AFTER I.CX~AT24 DP"' >' TO OUTDOOR / �, �.._. SWITCHES, OUTLETS, ETC HAVE BEEN MARKET? LIG H NC FOR OWNER APPROVAL OF LOCAT16NG PRIOR TO - -- - WIRING & GYP BD INSTALLATION. — _ _ I COORDINATE W/ secuRiTY SUBCONTRACTOR,. FOR / OWNER PROVIDED SECURITY SYSTEM. �� EX EX F'Alf T I I Lf i � II C C ! f f >\ft NA., -- OVM N 4 4 ex < f > '� ` ATTIC ` + v ` > IOHT } v v , , — / E , AC DISCONNECT l i AC i C CDN. 1 -____ __..,__..._ - — — — — — — — ——— -- — — — — — — - - -- - - " * .,:M.;., a,. — EXIST OR4 y e ^r CELL s _� � � : ,, i - - - ,s � ,t. ' :• w , - I E n i . , ex A4. �._ HOSE OS y __ .••� \ - _ \ Ox Ex soma m. e .. '�• �,_ � \ \ ",-rte I ! 71 - `; \ \ DITIO X8<TIN FLOOR PLAN \ 1/4" E x 6 , z tl ELDER RESIDENCE ADDITION 467 INLAND WAY ATLANTIC BEACH FLORIDA Fisher & Simmons Architects, Inc. \ \, 16108 Second Street South Jacksonville Beach, Florida oow n 0042 arwr, TS JWTS 11/30/00 4 # . t ELECTRICALECTRICA L PLAN r A4 z Al , s r , . t . �.. bn rMllwii•11•�wi•1lriiiili � .�wwliiwwwwwilii-. i® .11fi iiliiwlli!lilii�. 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' �� \ _/y ADDRESS /^ / �/' ---- '------------ -'----- �`c~---- -' ------ ' -- - -- - - BUILDING PERMIT NUMBEB `-���_r �/ _ ______ INSPECTIONS FOOTING --------' '-------' - '-- SLAB________��_ �_���_��_��_____ � FRAMING � COVER INSULATION -7 ' FINAi. CERTIFICATE UCC_ �- // -� ^�- ELECTRICAL PERMIT # Y�� ._/_/__________ _ INSPECTIONS ROUGH__ FI0AL______cy_//`- 4�. �-~.______ MECHANICAL PERMIT ---------------------- --- PLUMBING PERMIT #__.__��_ NOTES: ° ^ L5i92 10:43 • MAP SHOWING BOUNDARY SURVEY OF O T /A BL OCX /%-" AS SHOWN ON MAP OF 0CA=—ANW,4LK a v r . AS RECORDED IN PLA T BOOKS PAg- JB6 OF THE PUBLIC RECORDS OF DUVAL CO. FLA. ;Ef7TIFIED TO A'Oc> {ti(, t . 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G F���-D� : 'E MAYBE AGaT)ONAL EASEMENTS AND/OR rp� t c r 770 t ucTmS,THAT ARE NOT SHOWN ON THIS SURVEY Trrtif iratr of (OrrupattrU CITY OF 00f4ft& BGQf�s ��W�1�i ErVarbunt of Iniiding Jnaprrtinn This Certificate issued 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. Bldg.Permit No_ } L_L At1sit t-:3_�ti ✓ GrouP_'_ i� Type Construction =''r Y _Fire District_ -- Owner of Building '�id�7 �- t c..^{• ' L,i(�.'.a:Address— Building Address 1���' s il .c3Ywlx 'r� ,'' _Locality Budding Official Date:___ _ __4` .;.•-•- LST IN A CONSPICUOUa P"CIR CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 21373 Address: 467 INLAND WAY Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 18 Block: Section:0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: OWNERINFORMATION - Date Issued: 2/01/2001 Name: ELDER Total Fees: 39.50 Address: 467 INLAND WAY Amount Paid: 39.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/01/2001 Phone: 904)642-1344 Work Desc: INSTALL PLUMBING CONTRA S PWtXWN FEES STEEG PLUMBING PERMIT 39.50 91 'k ctiors FINAL TOPOUT UNDER SLAB PLUMBING 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. $39-5614 TLANTlC B CH BUILDING DEPT. ACRS 2161191 81 Receipt: 6638965 BB18699�221B6B 3513 t � CITY OF ATLANTIC BEACH 3 APPLICATION FOR PLUMING PERMIT 4,4JO - � B LOC�ITION: k r OWNERaOF PROPERTY: J (L TELEPHONE NO. PLUMBING CONTRACTOR P ;.CONTRACTOR' S ADDRESS: � f MAI, . xA � 'STATT` LICENSE NUMBER: F C1} 7/ 4 _TELEPHONE: -ST71 ^ HOW MANY OE THE FOLLOWING FIXTURES INSTALLED , SINKS SHOWERS wl LAVATORY WATER HEATERS ^ J` BATH TUBS ,, DISHWASHERS + URINALS DISPOSALS NX kf. 'j CLOSETS WASHING MACHINE FLOOR DRAINS, SHOWER PANS SEWER >; WATER REPIPE OTHER i TOTAL:,FIXTURE S : x $3 . 50 + $15 . 0'0 1—)�' , MINMUM PERMIT FEE — "$25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: — -- ——————————————————— --.—.----------------------------- r INSTALLATION OF PLUMBING AND •FIXTURES MUST BE IN ACCORDANCE WITH THE',nMOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING OODE. CALL,_& DAY AHEAD TO SCHEDULE :INSPECTIONS — (904 ) 247-5826 SEWER CONNECTIONS MUST. BE CALLED INTO PUBLIC WORKS FOR INSPECTION rc f9 � r I �'• c4,.- o-. . ,..,-.Ee `fir win lgn _ n CITY OF ATLANTIC BEACH MECHANICAL PERMIT WD SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-6826-FAX 2475877 PERIYIIT#N ORMATION ON'IN' 'ION Permit Number: 21551 Address: 467 INLAND WAY Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Loos): 18 Block: Section:0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: MWER2INFORIVIATION Date Issued: 3102/2001 Name: ELDER Total Fees: 45.00 Address: 467 INLAND WAY Amount Paid: 45.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3102/2001 Phone: (904)642-1344 Work Dose: New ACUnit fiftA . P -S S `� . .., ION NELSON'S SERVICE, INC. PERMIT 45.00 FINAL 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. NTIC BEACH BUILDING D PT! Sits: 3/66!81 81 amigRmiptiW8938747 86188183261686 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC ssACH.PLON10A 7la]] APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, It, III, and IV. LOCATfON Street Addnut � 10 L iglu OF Infaruding Sln.lu 4hrue And WILDING k Sr6-Bidden r V II. IDENTIFICATION—To be completed by all applicants. In comid...lice of Parmif gi..n (or doing Ih.wwi sr cl.wi6.d in Ih.•hove daf•mrnl err hu.by.qr.• to p.dwr.. Id work In•card.. wilh the thchvl plain end sp.cillaafion. which •r• • p.rf h—oi •,d in •cco,d-c. wilh Ih.Cly of J•ck•o ill.ordi..nc end/I dud. of good.pr.cflc. I,.t.d IA.rein. New.. of M.eh.4l441 G C..f- to,. Gabe.fer (Printf N.rw.rf /r.*.rty O.n.rp C L00—— S19.6tare d O,r..r Sign.lan sl ' in,Aelharind Agent A,.hilref or Engin.. III. GENERAL INFORMATION A. Type heennt fed: 9. IS OTHER CONSTRIXTION ■SING OONE ON Tdecfria THIS NUILOINO OR SITET�� ❑ Gee—❑ LP ❑ Neterel ❑ Cenfnl Utility If res. GIVE NUMtER OF,CONSTRYCTION C3 Og PERMIT 211�O ❑ Other—specify IV.M111104 HrZAL BQUIPVAIM4T TO SS INSTALLM NATURE OF WORK (rnvida complete Ust of comppnesh ser 64ek of this fan..) 0'Reeldenttei Or C3Commerclal M"'Neel C3Spece 13 Recessed I(l'/Cwwhaa 0 poet New Building 'RO Nr Coaddteainq: ❑ Reom kyr Cannel ❑ Existing Building ( pec/ Syslent Material FII�A Thky"•,`..I'7 —6 ❑ Replacement of existing system MG.I van capacity vNew Installation(No system previously Installed( (3 RsfripnNea CD Extension or add-on to existing system ❑ Omer—specify . ❑ Cwlte9 lower- GP�h i�P+�► ❑ Fire gAwUe s. Ne,elIer d hae-.6- O Hwatar Q MonliR ❑ Ewlafe• (eesbwf THIS STAG!{0E ORICi USE ONL7 C3.04WIpe pompe (ne.eberf {Rawlwd) Q,•Taelt. (ne.nbar) R.n.a.k. . ❑ LPG weleiean (ne.nba( ❑ Wife"penmen n mN ❑ VBen Penni! Appro.ad 6P Osts ❑ Other—'Speclfy P.neil s LIIifT ALL EQUIPMENT AIR CON=OMNG AND REFRIGERATION EQUIPMENT CapaetI A4v-tat Ntmtbert]alb Dsrerlytfoa Rodd Number Sfanu[aatunJ►gee r ('ll ty er ldowkwo A1- �^ HIZATING-FURNA=6 BOILERS,FIRBPS.USS Caped Appsvv� Number Valts Deeadptlas Model Number ]4autwturw (�TL7� A4,110 r 'cfz� S tkk J C:t. `yS TANKS t NOW M-7 Nantsaal,Ca"Atb' T"a Liquid Nadu M Serial AP( vin Old `. d D�eWaate Contained 7Laanlaetvrsr No. Ai�7 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT "PERMIT iNFORNIATION LOCATION INFORMATION Permit Number: 21569 Address: 467 INLAND WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 18 Block: Section:0 Square Feet: Subdivision: OCEANWALK UNIT 4 Est. Value: Parcel Number: Improv. Cost: w`01►VNER INFiDRMATION. Date Issued: 3/06/2001 Name: ROD AND ALISON ELDER Total Fees: 37.50 Address: 47 FISHER DRIVE Amount Paid: 37.50 FRANKLIN PARK, NJ 08823 Date Paid: 3/06/2001 Phone: (904)642-1344 Work Desc: New Electric 200 Am /1 PH/3 W/120 Volt/ 10N FEES `. ALPHA ELECTRIC OF PONTE VEDRA PERMIT 37.50 t P +.b� ��',*.�+h5. �'#-'<� �''. i :.�v � � � � ROUGH ELECTRIC FINAL 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. Iva $37.5814 hte: 3AW91 91 Receipt: 993909 NTI BEACH BUILDINP E T. 99N99A93i'P1A19 v CITY OF ATLANTIC BEACH, FLORIDA APP­d OY APPLICATION FOR ELECTRICAL PERMITC- o�f�i TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 C)q cl 0"'�v&'_ G� IMPORTANT NOTICE: ^ �}, Put I&'j 2/1`1+ IN CONSIDERATION OF PERMIT EN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE 3a pZ HEREBY AGREE TO PERFORM SAID K 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. ( L L_ ELECTRICAL FIRM: MASTER ELECTRICIAN SIG ATURE JOURNEYMAN NAME T4 ADDRESS:6 Z 4--v/ J 6,0 RFD BOX BLDG.SIZE —BETWEEN: RES.{ AFT.( 1 COMM.( ) PUBLIC( ) INDUS.( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION f TRAILER( ! TEMP.1 I SIGNS I 1 SQ FT. SERVICE: NEW( 1 INCREASE 1 1 REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE O U AMPS I PH W ,/}VOLT `J L� I� RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-90 AMPS. 11-f00 AMPS. SWITCHES INCANDESCENT FLUORESCENT de M.V. FIXED 0-foo MPs. oven APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS C£IL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES WAL December 15, 2000 Ron & Allison Elder 367 Inland Way Atlantic Beach, FL 32233 RE: Lot 18 Unit IV House Addition Request of December 2, 2000 (plans Dated November 30, 2000) The Architectural Review Committee (ARC) met on December 13, 2000 to consider your request for an addition to your home. It' s my pleasure to inform you that your request has been approved as submitted. The detail and clarity of your request greatly aided the ARC in reaching consensus on your project . I am returning 2 sets of plans and I will retain the third set as part of the ARC records. If you need the third set of plans returned, just let me know. Good luck with your project . Please call if there are any other questions. Since , , el' G. land ARC Chai an Oceanivalk, Association, Inc. VO. Box 33.1188, Atlantic Beach, FL 32233-1188 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTICZEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERU AT z: LE?CATifi3NN 1Nft' 1 A'f'fik Permit Number: 21222 Address: 467 INLAND WAY Permit Type: ROOM ADDITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL Township: 0 Range: 0 Book: Proposed Use: Lot(s): 18 Block: Section:0 Square Feet: Subdivision: OCEANWALK Est.Value: Parcel Number: Improv. Cost: 130,000.00 fl ER iNl ATIO Date Issued: 12/29/2000 Name: ELDER Total Fees: 1,066.12 Address: 467 INLAND WAY Amount Paid: 1,066.12 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 12/29/2000 Phone: (904)642-1344 Work Desc., CONSTRUCT ROOM ADDITION AND INTERIOR REMODELING HS F 613 ,,. BOGGS CONSTRUCTION CO. PERM{T 825.00 WATER IMPACT FEE 200.00 RADON GAS-H.R.S. 2.91 RADON CAB 5% 0.15 CROSS CONNECTION 35.00 CONST.SURCHARGE 2.76 SCHARGE/ATL.BCH. 0.30 TREE BARRICADES FOOTINGISLABF FINAL BUILDING INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND AWAY BY FROM THIS CONTRACTOR O BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED 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. x. u CAW Opmktot toIM12 IK RK*ipt: W478 t Total Parra d $1116LIP AT IC BEA H ILDING D Dec 21 00 07: 59a Nelson Service 904-529-8655 p. 1 FLORIDA ENERGY EFFICIENCY COOS FOR BUILDING CONSTRUCTION FORM 6408-97 Residential Component Prescriptive Method B NORTH 1 2 3 Department of Community Affairs Compliance with Met xd B Chapter 6 of the R040a Energy Er4ency code may be demonstrated try the use of Form coo&9 r Im single and multstarniy residences d 3 stories or less in 'ght,and add�'S'ors to exisoitg ee idart0a,'btuAdYtyaa.Tu wngNy,a bolding must meet or d&wd&r of**Or w aft*rk-'Y masa plies h s'V 2M of rre pwa4AV AW wmply WO tt» prescrlppve measlxe;1 sled in Table 6W t of this form.An asernative mettwd is provided tot add duns of 600 square reel or lass by mot Form 000097."a burding does not comply with this meO". it may stilt oompty w•k r other seclfons In e'r a of the Code. PROJECT NAME: - BUILDER: r�,S aaS7r�'t.'�-T/Art AND ADDRESS: � Q �} PERMITTING TJURl:SD"0N ATE r� OFFICE: E: 1 D 2❑3[� OWNER: io�, PEW NO.�- NO.: GENERAL DIRECI IONS I. New construc inn irtduding add•Itfons which incorporates any of the following features cannot comply using this method:steel stud wails,single assembly r000cating ca,s1nxi cr,,t a si yW"a other no"riicW loot glass. 2. Choose one v ,ie component packages"A'through`E"from Table 68-1 by which you intend to comply with the Code. Circfe the column of the package you have chosen. 3. Fitt in air the al r lfcaW spaces of the 7o Se Installed"column on raIXe 63-1 watts the information requested. tit*To Be mated"vaiuee must be equar to cx wrote eflcieM than the rectui l:d levefs. 4 Complete peg l 1 based on the To Be Installed"column information. 5 Rm4d Vvwrw r RMu emovsts for AN Packages",TaNe 69-2 and chedt exh box to Anftale your miwt to ttyv**mdh all amicable items. 6. Read,sign and date the"Prepared W certification statement at the bottom of page?. The owrior or owners agent must also sign and date the form. -www. • �� rrr r r8, r.. r• Please Print CK 1, Compliarice package chosen(A-E) 1. 2. New construction or addition 2. 3. Single fe•eily detached or Multifamily attached 3. 5� 4. If Multifannily--No,of units covered by this submission 4, 5. Is this a worst case?(yes/no) 5. ^-_rj _. B. Condttiof ed floor area(sq_1t) - 7. Prediomfriant eave overhang(1`t.f B. Giasa tyF a and area: Single Parte Double Pane a. C ear glass 8a. sq. ft. �_scl, ft. --_ b. T it,1•i4c 'Qra sc34at screed 8b. sq.ft, sq.ft. 9. Pareenta,le of glass to floor area 9- % _ - 10. Floor typ t,area or perimietec,arid insulation: a. S ab-on-grade(R-value) 10a. R= .._Q__ ___-31_ tin.ft. b. V4 ood, raised(R-value) 10b. R= �- __._ sq, ft. c. Vt ood,common(R-value) 10c. R= sq,ft. d. C xtcrete, raised(R-value) 10d. R= _ _... sq.ft. e. C mcrete,common(R-value) 10e. R= -- �- sq.ft. 11. Wall type area and Insulation: a. E:,tenor. 1. Masonry(insulation R-value) 11 a-1 R^ _ ^ sq.ft. 2.Wood frame(fnsufafion R-vafue) 11a-2 R= _A._ sq, ft. b. X1)acent: 1.Masonry-Insulation R-value) 11b-1 R= � sq.tt. 2. Wood forme(htsulatton R-value) 11b-2 R= :t �l(? sq. ft 12. Ceiling ty pe,area and insulation: a. U?der attic()nsulation R-value) 12a. R= 3 0__. __d i z �Zscf. ft. b. R-valine) 12b. Ci_ ---_- -sq,ft. 11 Air Distrlf lution System:Duet insulation location 13. R= 14. Cooling system 14a. Type: (Types:cent at,room unit,padtape tertninaf A.C.,gas,none) 14b. SEER/EER: 11,$ 14c. Capacity: .?�D --- 15. Heating s astem: 15a. (Types:heat )ump,elec.strip,net.gas,L.P.gas,gas h.p.,room or PTAC,none) 15b. SP OP/AFtlE: '1.7 15c. Capacity:"PVC) - ---_ .. 16, Hot water system: 16a. Type: EG (Types:rifec net,gas,L.P.gas,solar,heat Tec.,dedheat pump,other,none) 16b. EF: hereby cemliy that a pleng nd s covered by the oafwlabon erg in complienw with P*--of piens and specilkatiorm covered by this oalCLlatlen irrdcatee ct-wher ce WAh fia+d2baupr•Cgx, � `�n d+erilu'itis£nwCyCatls. I,bibYa7rrsAroti�vi�risaarp�'...vNctx.atb,s�iVb►a-u�Z•a4d PREPARED BY: .. a_. If AW�Z _ DATE IZ Z.I O0 for cWr4*4Aog in aceordu+ce wlittt Section 553.908,F S i hereby certify Ngl r ;b signed,ig in compliance with gw Florida Energy(lode. BIHLDINO OFFICIAL: -^__- De's:. 21 00 07: 59a Nelson Service 904-529-BGS5 p. 2 TABLE 68-1 MINIMUM REQUIREMENTS Climate Zones 1 2 3 COMPONENT'S PACKAGES FOR NEW CONSTRUCTION TO BE iNSTALLED A 8 C D E wxu 0W)OFMAN 15% 1.5 $0% 20% 25% Type Double Goar(DC) Doube I IDT) Darltle Tmt(DT) Double Clear(OC) Double Tart(DT) U Overhar] 1'4" 2. 2' 2' 2' _. FEET R -_ Masonry EXTERIOR AND ADJACENT MASONRY WALLS R-7 L3 COMMON MASONRY WALLS R•3 EACH SIDE COM: wood EXTERiOR,ADJACENT,AND COMMON WOOD FRAME EXT: F( F.ram (MALLS R-f f CO: R z CEILINGS R-30 R-36 I R-30 I R-38 R-30 UNI)FR ATTiC: R. _ (NO SWOLE ASSEMBLY CEILNVGS ALLOWEVJ CCMwtOM R.= - - w Syab t5rr:.rade R-0 R= O o gaser(i(.od R-1.9(only stem wall aonsOvotion allowed EXCEPT Pkg.C) u Reined C 1�1dNa -R-7 R Ot C75 fi B R 6 R-6 GYMfO. R-6 P= _ GL?ht7 SP1kcEC.4Cv,%GtSEER) 31.5 10,5 ytb:J 12.G 10.D' SEEAz �t d Elect.( fSPF) 7.7 7.1 i 7.t 7.4 t 6.8' = Ges101( A.FUE� tJ,ti?11611UtI 4F .l°3 f�rret�i�eati+!S)a .78(Ctmtral) AfttE_.�� _ EjAmic EF.9D EF.90tt07AtLQ11ErJ EF.90 Nf?TAUOINEL Lu Resista ice„ see trErVw) (SEE ecLowi Gas&(41" MINIMUM EF CSF.64 NATt)RAI GAS ONLY EF ~O S Other Arty of lite following are allowed: dedicated heat pump, HRU heat recovory unit or solar s tem. SOIAfk EF. ' Sarple padmpe rots nf�vrarim SQA--9.7,HSPF:S.6. �• 6iwmmdRaiar.irnJarpesasdNOAuishN>rerwsrel�wsapay,bA9JS�xnutiv'rt�vy. Abk�',r.�sA'eft:brv+,fzi�omCsds�ci�r�'ln-ai'eYterlambrsmvioCrr3rnr� OEWRVrM OF 814LDII(G C M{POWENTS UMD Pdserd of G'uw to 1 Nor Awa:Thu pemaraage is calalated by dh"me tom!d els*aa meas by vo tan cordKbr ed floor area. Ovwhw q:The o m aegis ttte distance Me mot asoM propels as horiaa u"tmn the taco of"glass,AN pians areas shag be Under an ova hWQ d at lean Ure txracdbed fB1V111 Art 06 baornrV wnaaptials r(pticw on are gabfec on*as house anal)tt»Vw ti Ate bwer ebriad of a rw*fAxy house. WAK Geillrrp and Fla N k wlrbo11 Yatuea:The R,V6tbs tn3caW twee 1t"at imu n aetepteGe inatAaboa lava)added to"abudmi cornpon"of A!e walk a*V or flow- TN R-vskm W the str WaW W0N malerels abet not be vaxlad In tills cafaulaorL'Gamna!'movon"are It"seperallN con umm Bene hes in a mtA dviWy bull M.'Ad)acenr wmnpwara aeparaft owrd bmicl apace item wour deoneci bU enclow sem.'U,'Ke components segamw awKw od""Orom vmcondtonad and ure-d aw apace. Floor bora wheat edge insulation are acceptable. Renal wood flom at!eA have continuous stem malls with rnsulatw gated on ft steel rot or under Uta low"Packer C. Dudt: 100MY iridic tea t a(the duels wnftwned$Date;oalis.Jbedurna shah ba ldmW on the cbnatlnrvsd ala d the ra AAw-(Antis in rnrrktlerarf sclo!ar am ami kv amt preacdptive package. space Cadhrp tiyett a Coaktp systema ehetF tsetse SeeeorW fxsargy Eltclarsey Aet►�(sFfR)err caruuW oats n Enartg Eltdarz7 Aafo(F13i)kv arra W1e a FTAC'S epeaf b a i�rsae rr praxriacs ieWe 6leeaie ape"Hw r t Op(bn:Nes pump%"ema atx?I be ratrd with a Hw@M Saesarrl Perbnnanc6 Factor(HSPF)equal io or Wow mal the prewnow HSPF,treat pump WS1G a may comate ateGM"V W*uP5 meenthecrledaof a"M%wLintalhw*%"V smgwsavt. EWft RelbYcee t)1Water Opo w: For padape6 de*naw?id Mowocr.w elartm meistenm tram water aystam may ba ftwo only im oon wdDn wah one of the`Other Fbt Water%ow Opiom'.9"Wow. Oder Het WearSyataoVol t.5orhVw..&xWmskb sVfa%vharfgarEFdWagrrae,ov naUal gas systems w h Ef.54 0!preatermay be cud h tction wiQ these eyNesns. TABLE 59-2 MINIIAUIft RFGIIJtR>:A4EKTS FOR ALL PACKAGES COMPONENT ISIECTION i REQUIREMENTS t lE Exterior Joint: 8 Cracks 808.1 ITo be caulked,gasketed.weather-stripped or otherwtse sealed. Exterlar WAndr sus&&Coors 606.1 Max A cf nlsq.it,window area;.5 cfrrV4k_door area Saba&Tap Pte ens aatid paiietrat►tirrsllxtxlgh top plies eA a xterkx we%must be ssJaAed. - Recessed Ugf ling 606.1 j Type JC rated with no pamtrdtione{two altemalives allowed)- Mum ises 606.1 I Air barrier on perimeter of floor cavity between Boors. Exhaust Fana 606.1 Exhaust tans vented to uncuxtitioned space shall have dampers,wmept for combustion J devices with exhaust ducky* Combustion 606.1 Cornbustion _. space and water healSng systems must be provided with outsade combtJstion air, Visairmg _ except for direct vent appliances. Y�afir HaaAprs 612.1 COMOY w0h eAaaier y ragas reran ra Tabte 6--12. Switch or ctearty marked errouif breaker(eleCRic) - - or cutoff( -- llwt be_ovided. External or Uuftt nt heat trap required., T V Swimming 612.1 Spas&heated podm s ust have covers(e)ocept solar heafad). Non-commercial pools nxW have a Pools O sews Fume tinter Gas spa d<poo4 hs"I arr>must have rrvnir"um Vwrrnal elft erwy of 78%. I"II�f Hot Water'Plies. is reelitlr iw-hoLwaw dMaltt Ni sy>stft(itrkldiutg heat MOW"w tsj. Shower Heads _ 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 60 PSIG, HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mecharucaly attached, Construction, ,SVFAt(0ted W d Wtf�st5e d 111 ftmvdfd6'rC9 wfb-,'d're LT11etYd�-V 1. Dvctb to at6m tmxA t)e insulation&in'tellation insulated to a minimum of R-6. Air handlers shall not be i tstalled in attics unless in mechanical closets. KVAC vrraro,3 WTI S __i4- ` - ti'parate reatl'ity accessible marntal or aulonuftk lherrrrostat hot each system. POO5W*:V0059 41 55 Rae: 179 5 MIN. RETURN,} � ,, Filed a Recorded PHONE —'C'�-4'� NOTICE OF COMMENCEMENT 1212212000 12.17:,.'9 RM CLERK CIRCBIT COURT WA COWTT a+ l 00 WHOM IT MAY CONCERN: COPYTFEE¢ i 1.00 w CERTIFY s 1.00 74 The undersigned hereby informs all concerned that improvements wiil9e made to certain 5.00 rrs JI property, and in accordance with Section 713.13 of the Florida Statutes, the following i,.'fbrmation is stated in this NOTICE OF COMMENCEMENT DC,e4hw. l,� U:• ,,ascription of Property Lo-t I k ,t to r v-k CO3 Cimoral Description of Improvements A AJ it-16a -t- Z«f,u 16 rr''o rz a _.... _. as fa.Cl dress: a Fr- X Z 33 (Ayner's interest in site of improvements.- Fee mprovements:F'ee Simple Title Holder(if other than owner) Name Address -- ` t:contractor� 0�4•S GvWS 1LG 7'(en! hN l��s _ Address i1• j� j!! d 4►7 _ surety(if any) kdriress Amount of Bond $ Name of person within the State of Florida designated by owner upon whom notices or other c 0 cuments may be served: Name �,�dress tr. ,addition to himself, owner designates the following person to receive a copy of the Leinor's Natice as provided in Section 713A3(1)(F), Florida Statutes. (Fill in at Owners option). N ame IV Address- Owner Sovom to and subscribed before me this d4lv of Notary Publi votricia Amo ieft MV 00W100K# CC417012 EX09111 Awe 27,2004 } .oma„�u,�ar r�wuu�cc arc. ! L;0 6 abed L940:£4:ew!1 00VZZ/Z4 Mea yaeeq o1luelle:ol S6608 euep:wojj CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ..PERMIT INFQ MATIOIV LOCATION: INFORM Permit Number: 21160 Address: 467 INLAND WAY Permit Type: TREE REMOVAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 18 Block: Section:0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: L� r= ,Y..'OWNER.INFORMA, ION Date Issued: 12/19/2000 Name: ELDER Total Fees: Address: 467 INLAND WAY Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (904)642-1344 Work Desc: TREE REMOVAL PER BOARD APPROVAL MITIGATE OF 13" OAK �r. ., :C UTRi� FEES BOGGS CONSTRUCTION CO. :',':h t N. ',3" .p ,¢�Y 1d?r .'i ..r ` ..x�V �/7■�1. Y Fi�M � ..':� � .a. �q�*y "4`' .cs�,� . k'��t��'.,u�;.*§ �� TREE BARRICADES TREE BOARD COMPLIANCE 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. A n ,=,, C- XI'VNTIC BEACH UILDI EPT. 'm RECEIVU) CITY OF ATLANTIC BEACH ' S TREE REMOVAL APPLICATION 91ty of AtI60116 Be ch All applications must submitted with seven (7) copies and rreceived by 5 PM on Friday ten (10) days prior to the scheduled meeting,in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE i PROCESSED. YZ- APPLICANT NAME ADDRESS TELEPHONE I 2. t��9 k t(U tA f C e� ADDRESS OR LEGAL DESCkIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: p166 VL1 A-00 J-( 0 A/ i 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ❑ NO ba NOT SURE 5. PROPERTY ZONING: V.RESIDENTIAL ❑ COMMERCIAL i 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR g 611� SPECIES DIAMETER * EXTERIOR ZONE** r'f Oct L' I I � i I i * Diameter at Breast Height (D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Od Owner's Signature Date CITY USE ONLY: r Tree Conservation Board Chairperson Date MA P SHOWING BOUNDA R Y SUR VE Y OF LOT /9 BL OCK A S SHOWN ON MAP OF OCA=-A hJYV,44./-4 ZJV T GDu!? AS RECORDED IN PLAT BOOK?PAGES fig' /BG OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO L✓ f,/Owa/l o KArNR�'n/ 41313Y AIA,JAJA PA/Zk- �o. 2.V. 3202, tee.. 4 'T ' APR 211992 ' 3398 `�.21 I �/gq'o9.5.2"E - 92.or• 3 - Building and Zoning A) lnI nio rY•s \ or \ > e (� S L �� Vm �_- 17' `-_ 47 MA h 0.1 529 p, ,' f 1L(�,,4/�✓p ` wA Nor 1 G- O T / 9 THERE MAY BE ADDITIONAL EASEMENTS AND,OP RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT.MAY BE FOUND 1N THE PUBO IC RECORDS OF THIS COUNTY BEARINGS BASED ON PL A T A5 SHOWN I MEREBY CERTIFY THA T Thi' G o T SHOMN HEREON IS IN Thi' SPECIAL FL.000 HAZARD ZONE�E AS SOKN nu ci nnn rucr,vi.h-C 0A Tc MAO&9&1 E FM TA4r rfTV fic ./Ar'A CrwV rl,c c,ro r— —— o- <-�- . MA P SHOWING BOUNDA R Y SUP VE Y OF LOT /9 BLOCK AS SHOWN ON MAP OF G'cE.4 N w,a`i� ZJAI1 r AS RECORDED IN PLAT BOOK--�Lz—PAIda' OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO .: W /,tow.4/lo I K4THi2 !h/ .4/3/3-/ AtAtllaA 10.Q/?/-:' p, � APR 21 1992 ,GNo.l.O ^.2, �/B9°p9.52,„ Building and Zoning X33 E ON h � jG E'4`�M.E.vT ���1 `�••o e n1 � { �x \ lolt rNl7.P•R.M. i^/° O'S \ \ S � m t \�� G o 7 I > v a nt71I G0T /8 a3` C N W ZN o tt I \ �h �g V � 12 �• o IN \ate !� OSLOz FNA,i.P• I� M ^�'�"� y�aV �� \ .,1J �G 4C_rJF_5 PR,�, `. EA =293 41�-,_� G r)m N47h ,&A L-- 0 7- THERE MAY BE ADDITIONAL EASEMEN rS AND/OR i, RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY j THAT MAY BE FOUND IN THE PUBL IC RECORDS OF THIS COUNTY BEARINGS BASED ON PL A T AS SHOWN { I HEREBY CERTIFY THAT THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD MA7d'On >nm= "sA Ec ••�-• • SECTION B - (All other Applicants) 1 . Property Zoning: l 2. Submit the following: ;i SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location •of all trees w/ DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show location and type of tree protective barriers k) Location of utilities, accesses and easement,'. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. __�l�slLyl .f��-- �1�Zz��Z Owners Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL. 32220. ( 781 -1434 ) j , :DATE: ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL S'T'REET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE; BEEN MADE AND ARE SATISFACTORY: 11-4141 '/7- -------------------------------------------------- ----__ ...------------------...--_..------_.-_----r_-'---------- ------------------------------------------------- II S I N"REA,�Y, BUILDING INSPECTION DIVISION cc: FILE �y g- CITY OF ATLA - NTIC BEACH, ,.FLORIDA All ~_-d by � APPLICATIC)N FOR W"CTRICAL PERMIT TO THE Chh-F ELECTRICAL INSPECTOR: DATE: H!5, Z`' 19 Z' IMPORTANT NOTICE: • IN CCN'SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY f-(,REE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, PWIl!CH t,RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: (+!ASTER ELECTRICIAN SIGNATURE JoU aly,E„y-f,''N N_"!-E _�JGyX,4 ADDRESS: _�SS l42ri^ a(u BrDG?S')ZE � ' /� Sed �`� )C`rG2 e`t � BETWEEN: e n r.-c�e !�N '. Wnr_v n a2,5-T �;r- RES. ( ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW( 1 OLD ( ) REW. ( ) AODII'ION ( ) TRAILER ( ) TEMP. SIGNS ( ) SQ. FT. _ SERVICE: NEW (>L) INCREASE ( ) REPAIR ( ) FEE CONvDUCTCR SIZE y AN1PS COPPER i ALUM. 120 .r ,">NiTCH OR L;-,FAKER LpC_> AMPS _[ PH W I_VOLT RACEWAY _ EXIST.SERV. SIZE AMPS PH W VOLT RACEWAY FEECE_RS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL a RECEPTACLES CONCEALED OPEN _ TOTAL 0.90 AMPS, 51.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. r _ FIXED L o 10o AMPS. ova APDANC,Es --- —� _ BELL TRANSF. t,IR H.?. RATING H:P. P'0T NG CONDITIONING CU' '?, MOTOR OTHEi1 %AOTG?S AMPS CEIL HEFT: KW-H-AT �•1 OVER ^_ -- MOTORS H.P. VOLTAGE Phs NO. 1 N.P. VOLTAGE PHS [ _ Mt�CELLV, FOUS T'.Lt�:F C1 L1tAFRS Ill Ni�FR :w V n'JF;. 4 FJ-06— russ russ ype ty ly tWthJ J012184 J1 ROOF TRUSS 2 1 , Al 8715 (optional) I + ek n ustnes, Inc., Chesterfield, MO 63017 4.201 SR1sSep--"000 MiTek n ustries, Inc. Thu Jan 1 Page -1-6-0 1-0-0 1-6-0 1-0-0 Scale = 1:9.0 T C 8.00 12 B D 2x4 = A 1-0-0 _ 1-0-0 LOADING (psf) SPACING 2 0-0 CSI DEFL^ in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Ver+,(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.15 1 BC 0.00 Vert(TL) 0.04 A-B >495 BCLL 0.0 Rep Stress Incr YES 1 WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 ; Code SBC/ANS195 J (Matrix) 1st LC LL Min I/dell = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-51/Mechanical, B=199/0-6-0, D=9/Mechanical Max Horz B=132(load case 4) Max UpliftC=-51(load case 1), B=-336(load case 4) Max Grav C=161(load case 4), B=199(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=46, B-C=-61 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint C and 336 Ib uplift at joint B. "`��,�+ununn,nu,� 4) This truss has been designed with ANSI/TPI 1-1995 criteria. "`��ZyCE A. "41, 11FI� r ,, LOAD CASE(S) Standard vz APP R0VED Ctly OF ATLANTIC BEACH = ? BUILDING OFFIC15 s S ATE OF JAN ED L--- -( January 4,2001 `Job'- cuss cuss ype ty y L ----__.__ A187161 IJ012184 J3 ROOF TRUSS 2 1 (optional) ustnes, nc., ester ie 1 s Sep MiTek n ustries, Inc. u Jan 1 4 2001 Page 1 1-6-0 3-0-0 Scale = 1:15.0 C 8.00(Ti B / D A 2x4 - 3-0-0 _ 3-0-0 _ LOADING (psf) SPAC!NG 2-0-0 CSI DEFL in (loc) I/defl I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a - n/a I M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.09 A-B >254 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10_0 1 Code SBC/ANS195 (Matrix) y 1st LC LL Min Udefl = 240_ Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=232/0-6-0, D=27/Mechanical Max Horz B=1861load case 4) Max UpliftC=-121(load case 5), B=-244(load case 4) Max Grav C=43(load case 3), B=232(load case 1), D=27(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=48, B-C=-64 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint C and 244 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �``���\jyCB A/ 'StF1��'gr� LOAD CASE(S) Standard �7� c� SATE OF 4 %ClS�ZORI9P� January 4,2001 `Job 'TT—russ Truss ype JOB Al 8717 J012184 J5 ROOF TRUSS :71 (o tional)MiTekc nl dustries,(nc , Neste ie 4. s ep n , stries, nc. u an 4 age 1 -1-6-0 5-0-0 1-6-0 5-0-0 Scale = 1:20.9 C 8.00 12 ti. B/ — — A D 2x4 - —_— 5-0-0 5-0-0 _ LOADING (psf) Y'I SPACING 2-0-0 CSI DEFL in (loc) I/deft S GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LI.) n/a - n/a M1120 249/190 TCDL 7.0 Lumber increase 1.15 BC 0.10 Vert(TL) 0.12 A-B >178 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Coda, SBC/ANSI95 (Matrix) 1st LC LL Min 1/defl = 240 –� Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 7. X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=107/Mechanical, B=292/0-6-0, D=47/Mechanic?l Max Horz B=276(load case 5) Max UpliftC=-224(load case 5), B=-215(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=48, B-C=48 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5,0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint C and 215 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. A. i LOAD CASE(S) Standard 4rilFlCy��9r� _ t , S ATE OF pLORL9q, ,k': '���mrmunua�un�o" January 4,2001 [-J-OE russ Truss Type ty y T ELDE7:1: A18718 J01 2184 J7 ROOF TRUSS 4 1 to tionaq giT-ek Fndustries, nc., hester ield, MO 630171 s ep i e n ustries, Inc. I hu Jan age -1-6-0 7-0-0 1-6-0 7-0-0 C Scale = 1:26.9 8.00 FTT uoi I y . B of 2x4 - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 I Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.19I Vert(TL) 0.41 A-B >54 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) ( 1st LC LL Min Iidefl = 240 Weight: 26 Ib _l — - ----- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=167/Mechanical, B=360,0-6-0, D=37/Mechanical Max Horz B=373(load case 5) Max UpliftC=-323(load case 5), B=-204(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD A-B=48, B-C=75 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 Ib uplift at joint C and 204 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. A. \\\`t�ptuu n u r w nurri,�� ar IFI `9f % LOAD CASE(S) Standard S ATE OF C, OR1�¢ prurrn n n nutuntr���\\�� January 4,2001 (—Job Truss russ Type Qty ly LOT ELDERB I J012184 J7HJ ROOF TRUSS 1 1 A18719 (optional) i elc Industries, Inc., Chesterfield, MO 63017 SR1 s Sep 5 2000 MirekIndustries, Inc. Thu Jan 04 1 —P—age—F- -2-1-7 5-0-0 9-9-5 2-1-7 5-0-0 4-9-5 i D Scale = 1:28.1 I i 5.66 Fi2 1.5x4 C y . n� G B / of A 4x6 = F E 3x4 - 5-0-0 —_—�--- 9-9-5 5-0-0 4-9-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.08 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TU 0.30 B F >372 I BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 E n/a BCDL 10.0 Code SBC/ANSI95 i (Matrix) 1st LC LL Min I/defl = 240 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2.0 TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling direct) applied or 9-4-6 cc bracing. WEBS 2 X-� SYP No.3 9 9 Y PP g. REACTIONS (Ib/size) D=224/Mechanical, B=443/0-8-8, E=340/Mechanical Max Horz B=445(load case 4) Max Uplift D=-349(load case 5), B=-317(load case 4), E=-157(load case 5) FORCES (lb) - First Load Casa Only TOP CHORD A-G=42, B-G=43, B-C=-449, C-D=69 BOT CHORD B-F=399, E-F=0 WEBS C-F=-452 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 Ib uplift at joint D, 317 Ib uplift at joint B and 157 Ib uplift at joint E. ���++""0'i""""'�r���„ 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 0 SyCE A. A IFI�T�r� LOAD CASE(S) Standard C3' 1) Regular: Lumber Increase=1.15, Plate Increase=1.25 Uniform Loads (plf) Vert: A-G(plf) �� S ATE OF \� Trapezoidal Loads (plf) Vert: G=-O.O-to-D=-133.6, B=-1.7-to-E=-49.5 ';G't FL0 1.� January 4,2001 J ob Truss russ ype tY Y LU I rLDER JOB A18720, 12184 TO COMMON 2 1 (o tional) i e Industries, Inc., hester ie 4. 1 s ep i ek In ustries, Inc. Thu Jan 04 1 1 Pige 1 -1-6-0 6-11-12 13-11-8 15-5-8J 1-6-0 6-11-12 6-11-12 1-6-0 Scale = 1:35.9 4x4 - C 1 8.00 prT i ' / I i D � S � oE IO A 3x4 = F 3x4 - 1.5x4 it 6-11-12 13-11-8 -- --� __ 6-11-12 __ 6-11-12 LOADING (psf) I SPACING 2 0-0 I CSI II DEFL in floc) I/deft T PLATES GRIP TCLL 20.0 I Plates Increase 1.25 TC U.68 I Vert(LL) 0.01 F >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.15 8C 0.26 Vert(TL) -0.05 B-F >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 D n/a BCDL 10.0 I Code SBC/ANS195 I - 1st LC LL Min lldefl = 240 L_Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=597/0-6-0, D=597/0-6-0 Max Horz B=-227(load case 2) Max Uplift B=-448(load case 4), D=-448(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=24, B-C=-435, C-D=-435, D-E=24 BOT CHORD B-F=356, D-F=356 WEBS C-F=135 NOTES 1► This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 25 Ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 Ib uplift at \`\\�����lluuitWuulplip��'i joint B and 448 Ib uplift at joint D. ����ZyCE A. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �tFI� y j Gcy4 'yam LOAD CASE(S) Standard 1 1� S ATE OF •�4 FLORI January 4,2001 Jo russ russ ype Qty ly L LDER JOB A18721 J01 2184 T01GE ROOF TRUSS 1 1 (optional) -Mifie n ustdes, Inc., ester ie , MO 631 1 1 s ep5 2000 MiTekIndustries, Inc. Thu Jan 20O1-Page 1 6-11-12 _ 13-11-7 6-11-12 6-11-12 Scale = 1:32.4 3x4 - H r G I 8.00 12 F J E K 3x4 3x4 D L C M I B N r- 0 O q 0 to 4x7 - 4x7 - 13-11-7 13-11-7 lat-__is lX Y) 30 277N _�_27-- _-- ------ -- _ - LOADING (psf) SPACING 2-0-0 CSI �DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.07 Vert(TL) 0.02 A-B >786 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TQ 0.00 N n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 83 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins.. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 or, bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=199/13-11-7, N=199/13-11-7, T=91/1 3-11-7, U=101/13-11-7, V=95/13-11-7, W=1 16/13-1 1-7, S=91/13-11-7, R=101/13-11-7, Q=95/13-11-7, P=116/13-11-7 Max Horz B=-211(load case 2) Max UpliftB=-206(load case 4), N=-238(load case 5), T=-27(load case 3), U=-124(load case 4), V=-137(load case 4), W=-55(load case 5), R=-130(load case 5), Q=-135(load case 5), P=-450oad case 4) Max Grav B=199(load case 1), N=199(load case 1), T=91(load case 1), U=102(load case 6), V=95(load case 1), W=1 16(load case 1), S=91(load case 1), R=102(load case 7), Q=95(load case 1), P=1 16(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A--B=46, B-C=-47, C-D=13, D-E=-33, E-F=-32, F-G=-33, G-H=-28, H-1=-28, I-J=-33, J-K=-32, K-L=-33, L-M=13, M-N=-47, N-0=46 BOT CHORD B-W=10, V-W=10, U-V=10, T-lJ=10, S-T=10, R-S=10, Q-R=10, P-Q=10, N-P=10 WEBS G-T=-64, F-U=-73, E-V=-71, D-W=-82, I-S=-64, J-R=-73, K-Q=-71, L-P=-82 NOTES 1) This truss has been checked for unbalanced loading conditions. \\a�u��uu+WWII/,q 2) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �``` Q� A �'''% occupancy category 11, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. = S ATE OF 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. is�ORI9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 Ib uplift atrID joint B, 238 Ib uplift at joint N, 27 Ib uplift at joint T, 124 Ib uplift at joint U, 137 Ib uplift at joint V, 55 Ib IIIIIMIO uplift at joint W, 130 Ib uplift at joint R, 135 Ib uplift at joint Q and 45 lb uplift at joint P. January 4,2001 8) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OB 1 russ russ Type IY Y J A18722� J012184 I T02 COMMON 3 1 (optional) i e n ustries, nc., ester ield, 1 1 s ep i e ndustries, nc. u an 1 age 1 LIV -1-6-0 6-11-12 13-10-0 1-6-0 6-11-12 6-10-4 Scale = 1:35.0 4x4 = C 1 8.00 12 d D n B oA 3x4 - E 3x4 = 1.5x4 it 6-1 1-12 13-10-0 6-11-12 6-10-4 LOADING (psf) ` SPACING 2-0-0 1 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.68 Vert(LL) 0.01 E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 1 BC 0.25 ` Vert(TL) -0.05 D-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 1 Horz(TL) 0.01 U n/a BCDL 10.0 Cade SBCIANS195 1st LC LL Min Weft = 240 I Weight: 55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc,bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 8=595/0-6-0, D=49610-4-8 Max Horz B=252(load case 4) Max Uplift 8=-447(load case 4), D=-277(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=24, B-C=-431, C-D=-432 BOT CHORD B-E=353, D-E=353 WEBS C-E=134 NOTES 11 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 Ib uplift at joint B and 277 Ib uplift at joint D. � 1yC'EAr'rrrrr",�'o,�� 4) This truss has been designed with ANSI/TPI 1-1995 criteria. `� +a '�% r�g�'S1FI�r1 LOAD CASE(S) Standard .p S ATE OF 4 AC' OR[9Q' w: '°u�igrngi nU�unn�oo� January 4,2001 oruss russ ype ty yELDER A18723�I J012184 T03 ROOF TRUSS 1 1 (optional) TVPi`�e n ustries, nc., hester ie d, 1 1 1 s ep i e n ustries, nc. u Jan 04 1 age 1 1-6-01 4-7-7 8-10-0 13-10-0 1-6-0 4-7-7 4-2-9 5-0-0 Scale = 1:43.1 4x4 = 3x4 = D E I I 8.00 11 1.5x4 C / N \ � Cb M r. B oA 3x4 = G F 3x8 = 1.5x4 II 8-10-0 13-10-0 8-10-0 5-0-0 LOADING (psf) ! SPACING 2-0-0 CSI D L in (loc) I/defl j PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 ( Vert(LL) 0.02 G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.14 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) -0.01 F n/a BCDL 10.0 Code SBC/ANSI95 ; 1 st LC LL Min I/defI = 240 I Weight: 82 Ib LUMBER —_- ---- -------- BRACING - -_-- --- -- — -- TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9.5-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) F=497/0-4-8, B=596/0-6-0 Max Horz B=458(load case 3) Max Uplift F=-403(load case 4), B=-481(load case 4) FORCES pb) - First Load Case Only TOP CHORD A-B=24, B-C=-507, C-D=-306, D-E_-252, E-F=-450 BOT CHORD B-G=412, F-G=0 WEBS C-G=•190, D-G=-79, E-G=407 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 Ib uplift at joint F and 481 ib upl;ft at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �.��`� $CS A. �St IFI C3' LOAD CASE(S) Standard S ATE OF ty,FLOR \. IDum� January 4,2001 Job Truss Truss Type ty y A18724 J012184 T04 ROOF TRUSS 1 1 � (optional) Mi- ek Industries, Inc., Chesterfield, MO 63017 4.201 SR-1­s-S7e--p 5 2000 MiTek Industries, Inc. Thu Jan 04 1 age 1 1-1-6-0, 5-0-11 , 9-8-8 13-10-0 1-6-0 5-0-11 4-7-13 4-1-8 Scale = 1:46.9 4x4 = 3x4 = D E 8.00 1.5x4 n C I N� / O .oA _� 3x4 = G F 3x8 = 1.5x4 II 9-8-8 13-10-0 9-8-8 4-1-8 LOADING (psf) SPACING 2 CSI DEFL in (loc) I/deft I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.01 G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15BC 0.39 Vert(TL) -0.20 B G >795 j BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 F n/a j BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/detl = 240 Weight: 85 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace E-F Fasten T and I braces to narrow edge of web with 10d common wire nails Sin o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS Ob/size) F=497/0-4-8, B=596/0-6-0 Max Horz B=500(load case 3) Max Uplift F=-41 3(load case 4), B=-472(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=24, B-C=-474, C-D=-251, D-E=-206, E-F=-459 BOT CHORD B-G=386, F-G=0 WEBS C-G=-214, D-G=-98, E-G=408 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 xo�"`%u%nmwurrnun��i, 2) Provide adequate drainage to prevent water ponding. .o` �T1CIE A. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 Ib uplift at �` TIFF joint F and 472 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. = t LOAD CASE(S) Standard S ATE OF •��\ ORI nlEDlllNuG�\\`\`\• January 4,2001 1706 russ Truss Type =1eK JOB i A187261 J012184 T06 ROOF TRUSS (optional) Mi Tek In ustries, nc., este ie Sep Thu Jan 1 Page 1-6-0 4-8-7 9-0-0 13-10-0 1-6-0 4-8-7 4-3-9 4-10-0 Scale = 1:43.8 4x4 = 3x4 = D E T 8.00 FTT 1.5x4 C co B 1 I0A V 3x4 = G F 3x8 - 1.5x4 Il 9-0-0 13-10-0 9-0-0 4-10-0 LOADING (psf) SPACING 2- - 00 SI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 ` Plates Increase 1.25 TC 0.61 Vert(LL) 0.02 G >999 M1120 249!190 TCDL 7.0 I Lumber Increase 1.15 3C 0.35 Vert(TL) -0.15 B-G >999 BCLL 0.0 j Rep Stress Incr YES I WB 0.35 1 Horz(TL) -0.01 F n/a BCDL 10.0 Codq SBC/ANSI95 1 st LC LL Min I/detl = 240 I Weight: 82 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=497/0-4-8, B=596/0-6-0 Max Horz B=466(load case 3) Max UpliftF=-405(load case 4), B=-479(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD A-B=24, B-C=-501, C-D=-296, D-E=-244, E-F=-452 BOT CHORD B-G=407, F-G=0 WEBS C-G=-195, D-G=-82, E-G=407 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 !b uplift at joint F and 479 Ib uplift at joint B. CE A. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. Ft�+a,9 LOAD CASE(S) Standard _ S ATE OF G' 7-OF, 94' v I tIDn January 4,2001 IrJo russ russ ype ty lyLOT ELDE A187271 j J012184 T07 ROOF TRUSS 1 1 (optional) i e n ustries, Inc., heste iel4.201 s ep gonn M'T-' ndustries, Inc. Thu an 1 1 age -1-6-0, 5-8-7 11-0-0 13-10-0 T � i 1-6-0 5-8-7 5-3-9 2-10-0 Scale = 1:52.6 4x4 - 3x4 D E i i 8.00 12 1.5x4 �� / C n B oA — - 3x4 - G F 3x8 = 1.5x4 II 11-0-0 y 13-10-0 11-0-0 _ 2-10-0 LOADING (psf) SPACING 2-0 CSI �DEFL— in floc) 1/defl PLATES GRIP TCLL 2.0.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.01 G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.33 B-G >482 BCLL 0.0 Rep.Stress Incr YES I WB 0.40 j HorziTL) -0.01 F n/a BCDL 10.0 I Code SBC/ANSI95 1 st LC LL Min I/defl = 240 Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 2 X 4 SYP PIo.3 WEBS 2x4 T-Brace E-F Fasten T and I braces to narrow edge of web with 10d common wire nails Bin o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib/size) F=497/0-4-8, B=596/0-6-0 Max Horz B=561(load case 3) Max UpliftF=-428(load case 4), B=-456(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=24, B-C=-423, C-D=-158, D-E=-137, E-F=-472 BOT CHORD B-G=346, F-G=0 WEBS C-G=-249, D-G=-126, E-G=423 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �v""' 2) Provide adequate drainage to prevent water ponding. \\�o`Q 110E A. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 Ib uplift atfIFI 1 joint F and 456 Ib uplift at joint B. vQ G ���, 4) This truss has been designed with ANSI/TPI 1-1995 criteria. _ *{ 7 * _ tet— LOAD CASE(S) Standard S ATE OF ORI ED PGl ,cv\ ., �. p,4 rrnunniII10'0\ January 4,2001 (Job ru_SS Truss Type 731'y LAl 8728J012184 T08 ATTIC (o tionaq e(c In ustrtes, Inc., hester ield, 1 1 s ep i e n ustries, nc. Thu Jan 04 age 13-3-8 -1-6-0 4-1-11 7-9-4 X10-7-81,1-11-.8 16-1-12 19-9-5 23-11-0 ?5-5-Q -- Scale = 1:59.6 1-6-0 4-1-11 3-7-9 2-10-4 1-4-0 2-10-4 3-7-9 4-1-11 1-6-0 1-4-0 3x4 = 5x7 = F 3x4 = T � 8.00 2x6 11 E G � 2x6 11 D 1.5x4 jl H 0 Co i 2x4 �\ 2x4 -i aq C I B / \ J d 1QA - - KZ 1?1O o 3x6 - N M L 3x6 — 3x4 - 5x6 = 3x4 - 4-1-11 7-9-4 16-1-12 19-9-5 23-11-0 4-1-11 3-7-9 8-4-8 3-7-9 4-1-11 Plate 0f sets tX,YI: 6Z�6-�1 (fib 14�—(1 0 1 14]— ---_ -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) -0.27 L-N >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 I BC 0.56 Vert(TL) -0.43 L-N >660 BCLL 0.0 Rep Stress Incr YES I WB 0.72 Horz(TL) 0.03 J n/a BCDL 10.0 Code SBC/ANS195 I (Matrix) 1 st LC LL Min I/defl = 240— Weight: 166 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Sheathed or 4-4-12 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10 0-0 oc,bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1535/0-3-8, J=1535/0-3-8 Max Horz B=384(load case 3) Max UpliftB=-515(load case 4), J=-515(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=48, B-C=-2372, C-D=-2102, D-E=-1443, E-F=839, F-G=839, G-H=-1443, H-1=-2102, I-J=-2.372, J-K=48 BOT CHORD B-N=1903, M-N=1555, L-M=1555,J-L=1903 WEBS E-0=-2642, G-0=-2642, D-N=876, H-L=876, C-N=-424, I-L=-424, F-0=229 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The ����otttt't0110j'rwnirr lumber DOL increase is 1.33, and the plate grip increase is 1.33 ���.```� lyC� .4. 3) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-0, G-0 `:`�y�Q 11F1 4) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-N 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at _ joint B and 515 Ib uplift at joint J. = 7 6) This truss has beer. designed with ANSI/TPI 1-1995 criteria. �+ S ATE OF 4 a LOAD CASE(S) Standard %�G't �LORI9P '�; T� G /////////��SvrrrnurIDtnn���l\\\\`\• January 4,2001 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. 7 . LOCATION Street Address: --' OF Intersecting Streets: Between And_ BUILDING Sub-division (l: 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 Contractors Contractor (Pring k2Ajr Mester Name of Property Owner 4d tdZ6d "6;4 ZV.4�- 4,31 16-0 0 la nor. Signeturs of Owner Sign furs of or Author'I:ed Agent Architect or Engineer III. WERAL INFORMATION A. Type of heating fuel. B. 1S OTHER CONSTRUCTION BEING DONE ON 6...Alectric THIS BUILDING OR SITE? ❑ bas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTIO�p J E} Oil PERMIT Q Other— Specify r - IV. MWNANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (ProvWo complete list of components on back of this form) lErResidential or ❑ Commercial :Heat ❑ Space ❑ Recessed W--Central O Floor 97 New Building f"rCondrfioning: ❑ Room U—Centrel ❑ Existing Building �� lk—Duct System: Materia Thickness 11 Replacement of existing system Maximum capacity c.f.m. Er--New installation(No system previously Installed) (3 Refrigeration ❑ Extension or add-on to existing system C) Cooling tower. Capacity 9-pin. 0 Other — Specify ❑ Fins sprinklers: Number of head ❑ Elevator ❑ Menlift ❑ Esealatorr...._..__(number) THIS SPACE POR OFFICE USE ONLY ❑ . essoliM pump (number) IReoeiwd) 0. Tip (number) Remarks 13 LPG contains (number) Q Unfired pressure vessel 13` Boilers Permit Approved by Dae. Q-ONNr —Specify Permit Few LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT CVWYNumber Vaite Deecrlption Model Number Manufacturer ( ) AAS { ' 5298 DOA RT P!�T 4F BUiP.Ii io CITY C)F ATLANTIC IS P'P'P MIT INFORMATION - rt-� - LOCATION INFORMATION _- Permit Numbers 5298 Addrlet `46! INLAND WAY r Permit Types ,BUILDING ATLANTIC BEACH, FLORIDA _32233 Close of Warks NEW ---------- LEGAL DESCRIPTION --- __---- Constr. Tyres WOOD FRAME Lots 18 Slacks Section: Proposed Use; SINGLE FAM LY Town ships RUG: 0 Dwellings: 1 Codes C}' Supant OC ANWALK UNIT 4 Estimated YAluez $1331729.40 Iaprov. Costs $0.00 Total ' .tb 2647 93 Amcru *2647. 93 - / w Mw SINGLE FAMTLX RESIULINCE PER PLANS 304 e ATION :. � " - - . APPLICATION-- FES .._.._ �:N IPi.DEP~: PERMIT 0858.QCl ;'Atfdreee RIVE' ax MA I>1P'"AC FEFn $654«C}C3 K, NJ CIaB r F' . , FEE ri f M/DON 'GAS R. S. $18.93 T CP NFORNATt011 _. RAS GAS - �� � 01.00 ` Naloe: D HITS WA TAS, � .._..._ . $9 CPC► ;. fs►et D - 540 T"1�E..u.NL W. , a""',f'E 2 2 SEWR� . TAP $01. 40 'JAC PC ILLS, F`L 32218 HYDRAULIC SNARE '40.OGI Li � 0 ' TpprFs 4 RE�Iht P"ECT' FEE ��� .0 0 EP C:. 9 IMPACT FEE S4. NO s. NOTICE-ALL CONCRETE FORMS AND FOOTING$MUST BE INSPECTED OEFORE'POURING e PERMIT VOID SIX MONTHS AFTER DATE OFISBUE e; BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT,IaE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED U!P AND HAULED AWAY BY-`EITHER CONTRACTOR OR 01NIVER, d° "FAILURE TO COMPLYVITH THE MECHANICS'' LIEN LAW CAN RE ULT IN SHE pl3tPETY:owNE PAYING TWICE I=an BUILDING IMIPi T't VIM i ,ISSUED ACCORDING:TO APPROVED PLANS WHICH ARE PART OF THIS.PERMIT AND`S TO AEV*#R FOR Vt+31►ATIpN OF APPLICABLE PROVISIONS OF LAW. DOW .a t ATLANTICBEACH BUILDING DEPARTMENT Address j M L r� ) 9 Heated Square Footage -0 per sq ft = $ 1122, //Z �arag Shed @ $ 1Cf (10 per sq ft = $ Carport/P.9-Ec-b-) $ per sq ft = $ .: 2 L/ '2 Deck @ $ per sq ft = Patio @ per sq ft = $ TOTAL VALUATION: $ /3 3, '2:2 Total Valuation 1st $ cc:', j r-,o D �2 $ Remainder Valuation '3. per thousand or ortion thereof --------------------------------P-----------I Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + aFiling Fee $ Mechanical V/ Fireplaces @ 15.00 $ 's.c(i Plurbing BUILDING PERMIT FEE $ Electric/New 4 Electric/TqT —7- -------------------------------------------- - BUILDING PERMIT $ 6,f 6� 0 0 Septic Tank WATER MUM CHARGE $ p Well Mnudng Pool SEWER IMPACT FEE $ )6%Js QUO Sign WATER IMPACT FEE $ L0.00 — Water Connection I-1ISCELIANEOUS $ 111R, 1 Z3 Sewer Connectio*n XX06A) $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ 2 ) 6(4 ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i 6,(z, 13yy TREE REMOVAL SECTION A APPLICATfON MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING: I. LA. 1167 a" LOA7X 11114 ftPefty Owm*Name Address T iephor�e 2. L.oc atbn o!Tmo Removal/Ne Aleratlon SECTION B (Tobe completed by rq Nr nb whose Wop"b zoned msWer U4 kxkoos an GA&V dwoft and which b notprt#ee*omw ooa� 9.W at changes weproposed b the above speckled ob? Fv ^'; 1'/ r 2.Whad b the pqvowsmof these proposed otwWO 3.Spe*trees proposed for removal so tb0m: ' TREE COUNT SPECIES. M(DBH x NEOM CONDMON 4.WN'these gees be relocated on the sa I properq►? r 5.K not,wN rq*wmmt trees be plqded? — Sae d sc k P� PI Q s. ,PVpW d reptaoement trees as ioNowe: TREE COUNT SPECIES I SIZE DOH x HEON t � I APR 21-1992 Building and Zoning 7.Attach sse plan. ' rctelP cFr. l0?d V.Aildl COeAFLE.Tt SECTION D) �y 1 ffi o SECTION B - (All other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: -/) Site topography, existing and proposed grades d b) Existingand proposed structures P/0 Location ,of all trees w/ DBH of six inches or more ✓d) Tree species and sizes �. Trees to be removed should be clearly marked vf) Trees to be relocated should be clearly marked k4) Location of any proposed replacement trees vh) Identify trees of special or unique characteristic �) Identify trees within 10 feet of construction areas Show location and type of tree protective barriers Location of utilities, accesses and easements. 1-1 ) Location of vehicle travel corridors e") Location of commercial sprinkler/irrigation systems 6Landscape maintenance plan (commercial only) v6) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. Owners Signature Date CITY USE ONLY Applicant has complied with all prov„$, 09 ,y in �a ,��r�c�d�d and requi�rCg�nQti ms8Voa Phe TreasO�KtBSf3rVati o�mi �f ft, it,, the: trunk of each �e 1 pe T IBJ II Q Y, r tree. Barncadcs ,.asst be .,- ,led BEFORE ice! By � Date �' site clearing and rernain in place during ALL phases of construction.” Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry , 8719 West Beaver Street, Jacksonville, FL. 32220 . ( 781 - 1434 ) i ' 00/15/92 10:42 NO FLA BLDRS INC 9 003 ELEVATION CERTIFICATE ExpiresMay3i 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM MENTION:Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to ermine the proper insurance premium rate,and/or to support a request for a Letter of Map Amendment or Revision(LOMA or LOMB). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE 1ILDING OWNER'S NAME POLICY NUMBER` BEET ADDRESS(Inducting Apt.,Unit.Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 467 /h/o., a/ /s ----- HER DESCRIPTION(Lot and Block Numbers,etc.) 4074 /8 OCco n dwg hitf:/n, Fou, - _ /Q STATE . ZIP CODE �J x SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION vide the following from the proper FIRM(See Instructions): 1.COMMUNITY NUMBER 2,PANEL NUMBER 3,SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION /COG -77 G B—/S 8 9 A E cin AO Zones,use depth) B ndicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): 2 GVD'29 ❑Other(describe on back) :or Zones A or V,where no BFE is provided on the FIRM,and the community has established a BFE for this building site, indicate he community's BFE:L H feet NGVD(or other FIRM datum-see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION Jsing the Elevation Certificate Instructions,indicate the diagram number from the diagrams found on Pages 5 and 6 that best tescribes the subject building's reference level—L. ).FIRM Zones Al-A30,AE,AH,and A(with BFE). The top of the reference level floor from the selected diagram is at a.i elevation oil I I 1/14 4 feet NGVD(or other FIRM datum–see Section B, Item 7). �).FIRM Zones V1-V30, VE,and V(with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram,is at an elevation of I I I I I i,LJ feet NGVD(or other FIRM datum–see Section B, Item 7). ).FIRM Zone A(without BFE). The floor used as the reference level from the selected diagram is LU.L feet above❑ or below❑ (check one) the highest grade adjacent to the building. �.FIRM Zone AO. The floor used as the reference level from the selected diagram is 1 .L feet above❑ or below 0(check one)the highest grade adjacent to the building. if no flood depth number is available,is the building's lowest floor(reference level)elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown ndicate the elevation datum system used in determining the above reference level elevations:1-4 NGVD'29 n Other(describe order Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on rhe FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) :lavation reference mark used appears on FIRM: Yes ❑No (See Instructions on Page 4) rhe reference level elevation is based on: �ctual construction ❑ construction drawings !NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place,in which We this Celt/ficate will only be valid for the building during the course of construction. A post-constructlon Elevation Certificate vill be required once construction is complete.) rhe elevation of the lowest grade immediately adjacent to the building is: 81.0 feet NGVD(or other FIRM datum-see Section B,Item 7). SECTION D COMMUNITY INFORMATION If the community official responsible for verifying building elevations specifies that the reference leve)Indicated in Section C, Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest floor"as defined by the ordinance is: [ I I I I J.L feet NGVD (or other FIRM datum–see Section B. Item 7). Date of the start of construction or substantial improvement MA Form 81.31,MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION 00/15/92 10:41 -►-�-► NO FLA BLDRS i NC 002 a SECTION E CERTIFICATION This certification is to be signed by a land surveyor,engineer,or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30,AE,AH,A(with BFE),V1—V30,VE,and V(with BFE)is required. Community officials who are authorized by local law or ordinance to provide floodplain management information,may also sign the certification, In the case of Zones AO and A(without a FEMA or community issued BFE),a building official,a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8-Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size,location of servicing equipment,area use,wall openings,or unfinished area Feature(s),then list the Feature(s)not included in the certification under Comments below. The diagram number,Section C, Item 1,must still be entered. I certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. CERTIFIER'S NAME LICENSE NUMBER(or Affix Seal) TITLE Reg COMPANY NAME n Re ADDRES§ CITY STATE ZiP S*NATU DATE PHONE ZG 8- ¢irs I ould be madK% 0f this Certiffcate )community official,2)Insurance agent./company,and 3)building owner. r COMMENTS: �I. ON WITH ON PILES, SLA• BASEMENT PIERS,OR COLUMNS i A v A A v ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE SASE LEVEL REFERENCE LEVEL FLOOD LEVEL i ELEVATION i. BASE BASE .AQFACENr•-": REFERENCE FLOOD FLO�O GRADE LEVEL ELEVATION ELEYArgN REFERENCE ADJACENT LEVEL GRADE 'd' •%{i": is}'. -i-? �:iy:ADJACENT$ ORADE I The diagrams above illustrate the points at which the elevations should be measured In A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 I 00/15/92 10:43 NO FLA BLDRS INC 01004 MAP SHOWING BOUNDARY SURVEY OF L 0 T $ BL OCK "' A S SHOWN ON MA P OF Gt�,E.4 N wAc.�c u/vi-r GauWM AS RECORDED IN PLAT BOOKS PAGES 10-1,06 OF THE PUBLIC RECORDS OF DUVAL CO. FLA. :ERTIFIED TO N- !• AL-150^4 M. 61-P-R / STEAJAQT TITLE OF JAGKSOIvY/LL-E /MG �[ F/RST L//V/ON N.4TlONAL lSAp4AC ®P FLOl+t�1lA 1 K.4TH/Zy'hl A1313-1 IWAA./AJA /OAlzle , fp.R.V. 3202, 1 �> 11492 a���� � �..=9�,a,• Building and Zoning MEn� Cp!Q ,�Ha 1 ~�� L �P GZ4 2 ��• .: I FND.PR.M. � \ +mo w's \ f \ , lLOT /e OJ• \� p�+o t !-7 � I = 317•� k ) r Do ' � � � •� i1 a s• 1 C Vk jpj � fie= � ��: �•-�Z• �,. +,. 1 V h o�c id'' Glite1 98• _ __ .�(J ._' �¢v• E� t� 11• �h� /cs��-rsF•ss�� �'!.� 414 P, • WA W.O.OL-Soso, 9-/t-!L/F�Eco, Ali 9•ts (,Zola) L O T MEA.. (tel" rRON7 GAs.) &r"O. ,ja. 4G/a% cF/gr<b) VNo41,/0N: AV.92. 'yA- aI43i 6-"-7qL Cr/FtG) �r wbE sio : fw.p, 4ws- zG78; 4-z t•9a c F•ci-oP 9E MAY:BE A007XWAL EASEMENTS AND/OR MCTII W THAT ARE NOT SHOWN ON THIS SURVEY �o) O/RGc r 17E T MAY BE FOUND W THE PUBLIC RECORDS OF THIS COUNTY, BEARINGS BASED-OAl PLA T AS SHOMN CITY OF ATLANTIC BEACH Fixture Unic Worksheet for trace: Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURL-HENT OF WATER DF%rAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO TiiE CITY 'WATER SYSTEM. THE WATER SUP?LY CH_�RGE ZS HEREBY FIXED AT 74ENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI-Z,' WATER SYSTEM. BATHROOM GROUP CONSIS:'ING OF SERVIC SI"lK TRAP STAND WATER CLOSET, LAVATORY b BATH (8) TUB OR SHOWER STALL (6) WATER CLOSE" WATM CLOSET, TANX OPERATED (4) VALVE 0?::*F.zTED (3) 6 3A7lA=3/SHCVER (2) URINAL WALL L.? (�) �SHOWF-R GROUP PER HEAD (3) � FLOOR DR.A N (1) D SHOWEY STALL DOMESTIC (2) LAUNDRY TR.-.y (2) LAVATORY (1) � CO.".3I:lA T-ON S'-NK A.'l^ ® WASHING ?ACHINE (3) POT, SCULLERY SINK DISHWAS$E.? (2) WASH ST-NK ZACH SET 0= FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (i) f.ITrm SINK. WITH WAST DF-TAL UNIT OR CUSPIDOR (1) GZZNDEX (3) EIDE: -URINAL STALL, WASHOUT (�) r-11SHIXc RIM SINX (8) COFIBINATION SIN:{ AND TRAY WITH FCOD DISPOS. (4) URINAL. P=ESTAL, SYPHON .TET IORINKING FOUN"AIN (1/2) BLOWOUT (2) LAVATORY. BARSER/BEAUTY ICE MAKER (I/'_) SHOP (2) SURCZONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACIi $ a11'0. 01� JOB INFOR.w.ATION 77 1iitfG�/V0 04-11110,0,17-,1010) , VVAL December 15, 2000 Ron & Allison Eider 367 'inland Way Atlantic Beach, FL 32233 RE : not 18 Unit TV House Addition Request of December 2, 2000 (plans Dated November 30, 2000) The Arc�,itecturai Review Committee (ARC) met on December 1.3, 2000 to consider your request for an addition to your home . It ' s my pleasure tc inform you that your request has been approved as submitted . The detail and clarity of your request greatly aided the ARC in reaching consensus on your project . I am returning 2 sets of plans and I will retain the third set as part of the ARC records . If you need the third set of plans returned, just let me know . Good luck with your project . Please call if there are any ether questions . Since L , RECEIVED e 1 G . 1 and ULU 2 12000 ARC Chai an ` City of Atlantic Beach Building, and Zoning Oceoncvalk Association. Inc. MAP SHOWING BOUNDARY SURVEY OF 0- /J5 BL OCII 1v AS SHOWN ON MAP OF OlcaA/v WAAIe- uN-1 r GOcuIt AS RECORDED IN PLAT BOOK?PAGES1j?-iBG OF THE PUBLIC RECORDS OF DUVAL CO. FLA. .'ERTIFIED TO R J> fat R. AL.ISO/V M GL-CWR �/ ST6sJJAQT T/TIX OF .1,4GrS0 V/LLS ja / F/RST I.JN/ON /V,4T/ONAL Q,pNK IP'iLiRi�A I 1 KATHJ2 yl l A813-1 A1A.%1AJ,A AAJZJe I fG-R.V. 3202, M&. 481) g� r PCEP 151992 s, Building and Zoning 44MEJ.� �` Co!11 R•+a I . Z G4 No 0's \ 1 \ w Lor /a 0.66P 14 0 # M I( kJ X48 _ •�.•. •• ?�/� Q y�� •,�h�•h mac) ".,� 4 � ��gE�=18,2 .,, o '�`•o�'�p,�.�-NY Q h�hh roa�lsc• P, fNL.4N,D oaf WA o93}K• 1 w.e.7L-sb•o. 9•iri�t/Cicco� At JAZZ( e��5fi L O T / 19 ivex. (t4v- rpta r cRs.) : w.e. tea• fGJa: *.&,F-4bA cfi.wco) Y0Q*07. ON; NJ-O. Ajit. 9-14-s; `-��•7� �/it0) ' +r ¢ NSE 1% : Nv,Q- !s- ZG'8; 4-LJ-9T 0-itct-p� 4E MAY.:BE ADDITILJNAL EASEMENTS ANO/OR �p� p/R�c f 6r� TR/CTKM THAT ARE NOT SHOWN ON THIS SURVEY T MAY SE FOUNO W THE PUSUC RECORDS OF THIS COUNTY. BEARINGS BASED AN PLAT AS SHOII/N I l ERERY CERTIFY THAT TME 0 T $Nmjv MEREON IS IN TME SPECIAL ALOOF MZAW ZaWr& �A8 Dec 21 00 07: 59a Ne 1 s--n Service 904-5.2-q-8655 P. 1 FLORWA ENERGY EFFICIENCY CODE FOR BUILDING CONSTf3UCTION FORM 6008-97 Residential Component Prescriptive Method B NORTH 1 23 Department o/Community Affairs Compliance*Mh W u.d:�8�Chapter$d the soda 5rtefpy Etlldency Code mxntiarstr aybe d ated try tt»use of Form BOW-97 for single and MUMW fly restderwes d 3 States or leas in and adtirkm m amsfklg i�J,`**Th,kaltBnQeT ry oJe�,9 bulft m Wr n88(d VXa �0(AM Qr�TflJt d ?t1 Rt1 QYe RS tT mJ f�ffi M0 StW gmwi$ve mettsl m;t vied in Table B&1 of this 10m,An attemative mettwd is providadlrn addbora of 60D square tees or lass by use ot Form BWG97.It a I)WI lg does nal CWVY wtih this method, it may stilt oom under other secWns in Chsoor B of the Coda rAoWNER- ROJECT NA VE. 151VAI UER: &5 tx^'S7" T ID ND ADDRESS: MIDI, W ER6IRTING CLIMATE lite OFFICE: ONE: 1 F]2❑371- zn � PER}1ltTJtJRlSDICTION No GENERAL DIRECTIONS 1. New construe ion including additions which incorporates any of the followtrig features cannot o mply using this method:steel stud wails,single assembly rooUceiling cMsl1%X16 "c r*1111 tNS%tilts[raha Aita1 moi%Was. 2. Choose one c,i,*component packages'A'through'V from Table 613-1 by which you intend to comply with the Code. Circle the column of the package you have c hiosen. 3. Flit fn est the ai f tioatlle spaoes ofthe'To tae fnsia W column on Tattle 6B-1 with the infomafion rested-Ril"ro$>}ht9X8Aed vaAte6 must be egrrar ro or mons eNFcaieM than the requi cd levels. 4. CoxmpWe pag.i t Dee on the'To Be Inst ?W coWmn information. 5. Read Ur im -ir Regiaysrne*WAN Paetkktrgact',Tate 04 and cheat eMh bar to it VVC9*yaw to comply Mh 80 eAplleaw Items. 6 Read sign and date the'Prapared EV mtt1wation sfaternent at the bottom of page i The amor or owrWe agent must also sign iiid date the form. Please Print CK 1. Complian ce package chosen(A-E) 1. 2, Now construction or addition 2. _ 3. Single fa:-rrily detached or Multifamily attached 13. 4. If Multifamily-Na.of units covered by this submisslon 4. 5. is this a urorst case?(yes/no) S. -- aS 6. Condltiof-,ed floor area Isq T) B. 7. Ptredomiriant save 0venW9(ft.) 7. S. Gims to a and wee: Single Pane Double Pane a. C ear glass 8a. sq. ft. 40 sq n• b. T! sueen 8b. Sq.ft, sq-tt a Percentage of glass to floor ansa 9- - 10. Floor typ:,arm or perimet,.and Insulation: a. S ab-on-grade(R-value) 10a. R= _._...°1�L_ fin.ft. b. AN ood, raised(R-value) 10b. R= sq.ft. c. A ood,common(R-value) 10c. R= sq.ft. d. G)ncrete, raised(R-value) 10d. R= sq.ft. e. C mcrete,common(H-value) ide. R= -- Sq.ft. 11. Wall type area and insulation: a. E::terior. 1. Masonry(Insulation R-value) 11a-1 R= sq.fit• 2.Wood frame(insulation R-value) 7Ta-2 R= sq.ft. b. Ainaceni: 1.Masonry-lnsaiation R-value) lib-1 A- )r sq.h• 2. Wood frame(tnsutatrort R-value) 11b-2 Ft= sq. . tit.Ceiling tt`t}ya,Wme arts irsu"llian: , a. 11.Kier attic(insulation R-value) ??.a. R= b. R-value) 1.2b. R= sq.tL 13_Air Distril cation System:Duct insulatku,,location 13. R= A Tl 14 14. Cooling system 1411. Type; _Gss+'T'rtzatIv __._ (Types:cent al,room unit,packscie temdnai AC.,gas,none) 14b. SEER/EER: 14c. Capacity: 15. beating s tstem: 15a. ��i (Types:heat rump,elec.strip,net.gas,L.P.gas,gas h.p.,room or PTHC,none) 15b. SP . OP/AFUE: -1.7 15a. Capacity:?�A,LUa 16. Hot water system: tea. Type:. -E ma (Types:elec.net.gtss,L-P.gas,solar,heat rec.,tied.heat pump,other,none) 16b. EF: 1140 t hereby p¢tfy that v a rd covered by the caiaviaw airs in mrnpNsnctr wToo Rwiew of pions aind speesirs*m oowred try this oaiicutaiUan compYenee SIM !•7brsait C,aAe., p / J s A�,,�L� Q ftr6nblp�(Iwp Q'Ift 'Ast,s-r '" �,CA60 Z ` tZ %/ forcompq�obain 5311R>tlSARED air: - t he.eby W,Y that tl:bsipn is it conroliaino9-N awiilhh to Florida Er^W Goch. atMLDMO OPPIC1AL: ORWERAGEW: �sTr^ 12,iji.�.�UY.) PrTC, /�,j ,. UU U'/! 59a Ne 1 sr►p Service 904-5;9-8655 P- e- TABLE 68-1 MINIMUM REQUIREMENTS Climate tones 1 2 3 COMPONENTS PACKAGES FOR NEW CONSTRUCTION TO BE INSTALL0 A B C D Wa-W 1<=`af�bb Nu 1514 151% 26% 20% 25% � a rypt tear 1�) DWA Tit(DT) Duda Tnt(DT) Double Clear(DC) Rube Tint(DT) DC: DT:0 Ovefttar•� 1'4- 2' 2" 2 2" ..__ FEET ti= _ Masonry __ EXTERIOR AND ADJACENT MASONRY WALLS R-7 004.. R. . COMMON MASONRY WALLS R•3 EACH SIDE COM: R c EXT: R= Wood EXTERIOR,ADJACENT,AND COMMON WOOD FRAIAE (t ADJ: R PWO WALLS R-t t Wk R. CEILINGS R -- R-38 1 fl:30 R-38 R-30 UNDM ATTIC: R.-'Q — (NO 3NMOLE ASSEMBLY CE&WW ALLOWED) C1.ltfit�k A= rA 31abOrt :,rade �-0 A Q d$[ fia'aad k.ad R-Ig(only stem wan cortstrucibn sNbweti EXCEPT Pict,).Cj H= y' Ittir�d C f ii-7 q DUCTS R-6 R-6 R 6 cora. ft 6 R= cow SPA"COO'.NQ(SEER) 15.5 - 14.5 -7" 12.0 10.0' a Fla&(4SPF) 7.7 7.1 7.t = G PFS} WHIMUM OF. )or.TB(CU*A)r h?Tc Et+ctric EF.90 EF.90 Ar37ALLOME!? EF.90 AUTAUDWEF? EF- . �( w Resists Ice" IS ttEtovn (SEE Rao" MINIMUM EF OF.54 NAMPALGAS 0f&Y EF= !✓ �m f r _.. ._ f�eaaw O m pFW: F.F. x Outer Arry 01 tete follow are allowed: dedicated heat pump, HRU: heal unit pr solar s tem. SOLAR: EF. ' 9*pwkio Aft nriflnrn SEEFW.7,H9f 6. •, NrtnmeaWramkvpliscdNauu>eelavwdw.�ewryFglrtvlsg�bneak+.M,�M%Nn+lrerect✓ee-r2brmr+a,omGYarsa#F�aeskraialrorradasm+da�hsaasS DESCgP71OR OF Ila RDW COMPOtklRil lJfrt'ED t+arlwadFt3teptotloor?ua ThtapwcrttagoiscMaAaWby dMftRwtotaldWIg1warewbyktatabrcondaorodflooram. he mm r g + r ec a f�Je of t tfou$e and p�ss �wonea a a aSmrdFoery f a glass areas shw ee under.n ovuheng of at lean the o d+d+l�+a1i b+e blowir+g aoepYore W4cap n sad Fb wkwMIoe YMaes: She Roue al the str+ k4w hNN Era m tafd rot be'k dodit Els caloAfm'Cwn w'owgonenk am lion sepuaArg oortd mW lenandm Ina may bW00klg.'Agawf 000"wrrb upwo wi dfiard spew bbm urh wdbsd b:i ardmd spam T-*nee aampw"sepwilowd4wW s/eeo-bam wwm*~oV ww wbwd*am. ibar:9Ybonpreef coon faiffbut edge ireUadrwr are aoceptabk.Raked wood Ibors dell terve oortimaous stem�wan insutaflan plarad as the slam arse a order dee fpm etocepl PaN�ge C. Cagle ICONIT indk yes fret the duds cmX%orted$pope;111OL&A"ucnaork shay be leaded on tw maddowd aids at ft kwatafim Ouck a asdrdww M"wa stra4brbla for NN p Prlaga. speaccowwo"h lk CoolnpayetanretmlfAa easeeeonaFCmargr Aemt t�cwn2d,a11aa efiokragrAalvlEAlglaru+car,aa$arrAes.vueraaflaatarranAeproarbcd,.we. ared a4gaft aft e0ptla+ Haepmps�eterroahaaben►tedrraheHes t�vlgla �udtoorynnerewrthepreepCadHSPF.Haetpunptyllenfsmsr00nta[naleatdcOVtreftP Qd0VALj ABC 'a Electric Realeroee t X Wdw Offaae f0 vw*aW da0wstw 11 W Aleworr,an alscNic teeldaftoe hd a91ar systere may f>o►+garoQ ony a oor4rtr m vM ono d fw•OMar Hot wroar 9yebm OpftW,9w bele►. _ pore�HaYl�larsyr�geftal�AoYmdggllttaf►,tagRhraa►rKae+r+rapaeawAeraaisra�rn►sasreaatlra..,tL�ar.&erA{ins;�kroe6�austahnrrllrtgan�dABerpnm+r,or haisdgaswWaw hEF.54ofgf VmaybareadhccaM OMoft"aspla s. TABLE 88-Y MMUM REQUOMM1EMiS FOR ALL PACKAGES ISECTION REQUIREMENTS Exterior Jobst: A Cracks 600.1 To be caulked•q%keted,weather-shipped or otherwise seated. Ext rdw illillro rws A aoors 606.1 14fax.3 cfmisq.tt.window area:S cf ft.door area. saw♦ aP Pec tees and film Nertsb 11-1 Ff tap Twit tri rnderlur v.mba mm be seabed. Reeatsaed ting BG61 T )E rated With rtoyeraetratfotte(two attemnfvas stowed). Muttt-siory Fro in" 1 606.1 Ak barrier on meter of floor cay4 between*xn. Exhaust Fans 606.t Exhaust farts vented to uncor4floned spece ettaH have dampers,except for combustion dvwcss aft#agnw 60ra0at d>reoN o*, Combustloh 606.1 Combustion space and water heeling syalerns must be provided wdh outWo combustion air, %Wing except for direct vent appliances. (O A 1Nita►)llnYd:ars 612.1 CompYy wdh eNdcoeracy requYensertis rrr TabAt /2. Swttcft of eYaart)r merlced cfrcxrtf breaRer(eteCtricj / or cubotf meat be Provlded. Externai or built-In heat traprecEgyo. SwktamErtg 6121 Spas dr treated pods must have cmw6(except solar headed). Non-oommercial Pools muss have a 1 Poob!SP" pump tyros✓am spa A pool hoaterr must Aavo nNewmum tt►ermw efftw Cy of Tet%. Hot Water s A=Aabw Is rec Or alar dre Asjk q a Edam(' herd toomrleay+aatioe,). whore✓Heads i 612.1 Water flow must be restricted to no more than 2.5 gallons per rninute at 80 PSIG. HVAC Duct 610.t All ducts,fittings,rnechaniosi equipmeM and plenum chambers shaft be mechaNdcalty Attac)ed, Construction, ktrtfi�RetS rntd ineballea4ih ercadaax9 retBt etre etttetta at3otTd101. t)Ut15 Kt tlltltiCs tTnx4l bas insulation A Im tefletion Insulated to a minimum of R-6. Air handlers shall not be installed In attke unless In mechanical ckoeets. HVAC pts 607.1 16spersta readily accessible n+anuaf or micintatic tt)erffwiw for soM system. 1- 11 �,kl t 00 CITY TY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: •4k PLUMBING CONTRACTOR: Sdk LICENSE NUMBER: OWNER:-- BUILDING CONTRACTOR:----& TYPE OF BUILDING: .___ Sc d�e _ e - �- — C2 SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT:---- x $3 . 50 $15 . 00 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. 5473 DEPARTMENT OF BUIt.t�#�It# 1 CITY OF ATLANTIC BEACFI 1 PERMIT INFORMATION ------ 467 LOCATION INFORMATION - Permit Number: 5473 Address 7 7 INLAND WAY Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEIN LEGAL DESCRIPTION ---------- Constr. Types WOOD FRAME ' Lott Block. Section Proposed Use: SINGLE FAMILY Township: RHG 0 Dwellings: 1 Curiet 0 Subdivisions OCRANWALK Estimated Value: $0.00 Improv. Coat z $0.00 t Total e8:,, $74. 50 I Amou ' �. $74 50 D 6r 0 92 a , T Wank 1IMBINC IN NEW RESIDENCE } m. NATION -; `, - APPLICATION FEES w rt } PERMIT $74. 50 Ad dz° ma>x 111I1 WAY WAT R IMPACT FEE,,,,yOwp, $+0.00 GH, F''LORIPAQ S I F" F`EE"� 3.00 grOr P 9 1 t RADON GAS-H. R.S. $0.00 ---_--- T t FORrtAT i]N ----- RADON GAS - 5% '$0.00 Name. UN E ATE P NO WATER ,T.AP $0. 00 T~- rS ..„PLACE; 09WEl� .T'AP ”"" r JACK' IL.L.E, FLORIDA 32259 H'DRAtIL.IC SHAME $0. 00 Lric CO+ Type: 4 RE-INSPECT FEE 00 ` °e SEC;. H IMPACT FEE X0.00 NOTES: E r E NOTICE ALL CONCRETE FORMS AND FOOTINGS MUS*,49 INSPECTED BEFORE 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 i CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR t)W.NI=R `FAILURE TO COMPLY WITH THE MECHANICS' 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 SWCTO } FOR VIOLATION OF-APPLICABLE PROVISIONS OF LAW, Tame $74.50, 1ECEIPT ERs 0M ATLANTIC BEACH BUILDING DEPARTMENT By. = 4 AMERICA UR VEYORS LAND SURVEYORS INVOICE NOg2_1475 PAGE 1 8 DATE: 04/01/92 7DELIVER TO: _ _33116 _ c w CHRISTOPHER C. KATHE CALL TO PICK UP $ PAY ., lJ 1431 H!Yt-X'lzf!rE DRIVE C 7ACKSONV I LLE FL 32223 4 ORDERED BgHRIS KATHE tn7/30/92 92-1475 DESCRIPTIM W.O. NO. ,LOT 89 _ .. WBDIVISION: OCEANWALK UNIT I PLAT BOOK : 42 PAGE(S) : ._ IA-1F : J ACKSONV I LLE FL DUVAL IN NAME- OF : CHRISTOPHER C. KATHE & RENE':. J. BOYER ! WILL CALL LOT STAKE OUT 400. 00 TREE(ELEV' S - 6" TREES K LARGER) 0. 00 TOTAL DUE $400. 00 XX PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT THANK YOU 4220 HOOD ROAD • JACKSONVILLE, FLORIDA 32257 • PHONE: 904/268=4155 t , �� � •, �� O ia' sly a 4f Fj WIS 094 N lowf;•„ i •, �.,t;! azG� r� o ' 64, a fh x i r,r •13 er O ,a I. eY io '.$ a ;. t I 4 YY. Y 4 IK,sn (iL APR 2 11992 n..:i,4;—f anal 7nnlna MA P SHOWING BOUNDA R Y SUR VE Y OF "L, 0 T /6 BL OCK A S SHOWN ON MA P OF AS RECORDED IN PL A T BOOK_ PAGES /B' ABG OF THE PUBLIC RECORDS OF DUVAL CO. FLA. CERTIFIED TO "44/.2,0 - z� N89°o9 t 24 \ S n 7I Z- oT /9 �s IN 5 0 M N( tb \ Ch1 Ab yj v �G[rC- 5.4 `. Ee .,C- kti �yAh SA-CF, I.p WNOP 1 M� THERE M,0BEAODMON4c EASEMENTSANi.'r."C1R RESTRICTIONS T144T ARF NOT 3HDWPJ IN IIdLS SURVEY TNA-'MAYBE FOLAi,UV THE Pr 0i jC RECORDS Of rN15 :UUN z r' BEARINGS BASED ON PL A T A S SHOWN S' L o T �, ESc SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE_A SHOWN I hFREBY CERTIFY THA T THE ON FL ODD INSURANCE RA TE MAP OV0/E FOR THE Cl TY OF ✓ACKSONVIL L E FL ORIDA. DA TED 49-6-8-) CITY Or ATLANTIC BE .,FLORIDA App" 'd PPLICATNI lJ FOR Ur-,CYRICAL PERMIT I TO THE Chi,.F ELECTRICAL INSPECTOR: DATE: M� - 19 ci IMPORTANT NOTICE: • IN CC's SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HCREBY f FREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, V,'H!CH t.RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. is ELECTRICAL FIRM: MLECTRICIAN SIGNATURE ,}UU�jj�Yti��� ADDRESS:���s17 I . �a�.c� BLDG.SIZE r -�«�.l 5'. y BETWEEN: rn +�cs�e ��c� 2 q$--,gc�?esr' �r, • RES. l APT. ( ) COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ( OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( 1 SQ. FT. SERVICE: NEW ( INCREASE ( ! REPAIR ( ! FEE CONDUCTOR SIZE /0 Ah1PS0Z COPPER ( ALUM. ( -? SNITCH OR Ci•.EAKER �� AMPS l _ PH �i W d7l. OLT J �-'` RACEWAY EXIST.SERV. SIZE AMPS PH W VOLT RACEWAY FEECERS N0. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN " I TOTAL_ _ RECEPTACLES CONCEALED OPEN _ TOTAL O.90 AMPS. SWITCHES 04CANDESCENT FLUORESCENT & M. V. FIXED 0100 AMPS. - OYER - APPI-!A,4r;a 5 BELLTRANSF. AIR � H.P. RATING H.P. RAJNG CONDITIONttiG CU' ',?. MOTOR OTHEil MOTG'S AMPS CEIL HEFT_ KW-H--'AT �•i OVER MOTORS H.P. VOLTAGE Pr1S NO. 1 K-P• VOLTAGE PHS I Wh CELL'1'�FOUS I T--A'NtiFORr."EPS: UNDER 00 V. ; I O'JEi' eco V. A I'L a L.EICIIi'E' 1)1 V 1S I u N JAC�N'�-;uNViL.I.-E ELECTRIC, ALIHILIkITY Wt..,.' i' DUVAL . SUMMLR CALCULATIONS BASE AS BUILT === === === \ === - =============================================================================== GLASS---- ------------- \ 0RlEN AREA u 8SPM = POINTS / TYPE SC 0RlEN AR[A x SPM � �0F = PVlNTS -------- -------------------- ----------- ------- --------------n-- -------------- -� N 16S . 00 38 . 3 63190 DHL CLR N 84 - 0 38 - 3 . G9 ?2lyG | DBL CLR N 46 ' 0 28 ' 2 . 86 1476 , 6 / DBL C| K N 35 - 0 38 . 3 88 l211 , 8 WE 20 . 00 57 . 7 1154 , 0 \ 00L CLR NE 20 . 0 57 . 7 ' 84 yGq 4 E 24 - 00 ?g . ? 1912 . 8 D8L CLR E 20 . 0 78 . 7 . 84 1339 . 0 ( DSL CLR E 4 . 0 79 - 7 � 42 135 , 2 S 132 . 00 66 . 2 8738 . 4 } 0Bi Cl A 45 - O 66 . 2 2532 . 1 � DSL CLR S 36 . 0 66 ' 2 OU 2148 . 0 � DQL CLk 13 36 , U 6G . 2 79 18R2 . 7 \ DOL CLR S 15 ' O 66 . 2 . 45 451 . 0 W 51 - 00 ?B . ? 40b4 DBL CLR N 45 . O Y9 ' 7 - 84 3O12 . 7 | D8L CLH N 6 ' 0 Y9 . ? ' 61 292 .4 NW 20 ' 00 51 . 7 1164 ^ 0 / D0L C| R NW ?UO 57 . 7 . 84 969 4 . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = AUJ GLASS 61 4SS AREA AREA FACTOR POINTS POINTS | POlNTS 15 2 2 , 81S . 00 412 - 00 - 952 23 , 343 - 40 22 , 224 - 3U 18 , 64l , 28 NON GLASS------------ � AkEA x BSPM = POINTS lYPE R-VALUE AREA x SPM = POINT',')' WALLS---------------- / Ext 1297 . 0 . y 1167 . 3 Ext Wood Frame 11 - 0 1297 ' 0 1 . 70 2204 . 9, Adj 165 . 0 . 7 115 ' 5 | 4dJ Wood Frame 11 - 0 165 . 0 00 11S 6 ( DOORS---------------- / Ext 21 - 0 6 . 1 128 . 1 | Ext Nood 21 . 0 5 , 10 128 . 1 Adj 18 . 0 2 . 4 43 . 6 | Adj Wood 10 . 0 2 . 40 46 . 8 | CEILINGS------------- | UA 2616 . 0 , b 1569 . 8 Under Attic 30 - 0 2642 . O - GU 1625 . 2 Under Attic 18 . 0 370 () 1 - 10 40Y . 0 / Single Assembly 19 . 0 210 . 0 1 . 80 278 . O ! FLOORS--------------- | Slb 212 - O -37 . 0 -78445la6-on-Grade - U 212 ' 0 -41 . 20 -8734 ' 4 Rsd 311 . 0 -4 ' 0 -1240 . 8 / Dyd Wood Adjacent 19 , U 311 - 0 , 40 124 , 4 | INFILTRATION ----------- 2615 . 0 WFILTRATl0N---------2G15 . 0 8 . 0 20920 . 0 Yract1co 2615 . 0 8 . O0 20920 . O =============================================================================== TOTAL SUMMER POINTS 1 37 , U85 - 6O | 35 , 15S . 68 =============================================================================== 10TAL x SYSTEM = COOLING / TOTAL x CAP x DUCT w SYSTEM x CRLDlT = COOLING SUM PTS MULT POINTS | C0MP0N RATIO MULT MULT MULT POlNTS _________________________________________________________________ ______________ 3Y , O8S , 6O ' 37 13 , 721 67 | 33 , 755 . 58 1 . 00 1 ' 070 . 338 1 ' 000 12 , 931 . 28 =============================================================================== ** INFILTRATION REDUC[IDQ PRACTICE COMPLIANCE CHECKLIST *� =============================================================================== COMPONENTS REQUlNEMENTS =============================================================================== PkACTlCE 42 Comply with Practice 41 and the following ' Exterior Walls & Floors Top plate penetrations sealed ' Infiltration barrier installed . Sale plate/floor joint caulked or sealed Exterior Walls & Penetrations , joints and cracks on interior surface Ceilings oaulkod , sealed , and gasketed . 0=Nork Ductwork in unconditioned space must be sealed , Fireplmce� Equipped with outside combustion air , doors , and flue dampers . Khmust Fans Equipped with dampers - Combustion devices see 9034 {f ) , Combustion Appliances Provided with outside combustion air . ' __ � PRESCRIPTIVE MEASURES (Musk he mat o, exmeded by all residences) ' COMPONENTS SECTION REQUIREMENTS WINDOWS 904 . 1 Maximum of 0 , 34 CFM per ! !near foo< of operable sash crack , EXTERIOR 6 904 . 1 Maximum of 0 - 5 CFM per sA ' f1 . of door area . Include::, ADJACENT DOORS sliding glass doors ' solid core , wood panel , insulated , up glass doors only . ------------------------------------------- ------______________________________ EXTERl0K JOINTS 804 . 1 To be caulked , gaskeCod , weather stripped or other- & CRACKS wise sealed ' _- -_____--____--__ -_ ______-____-___-_-______-_________-__-___. W4TER HEATERS 904 - 2 Must bear label indicating compliance w/4SHRAE stand- ard 9U or comply with efficiency and standby loss ra- quirmnento . Switch or clearly marked circuit breaker (electric ) , o, out-off (gas ) must be provided ' Mn external or built in heat trap must be provided � _______________________________________________________________________________ SWlMMIWG POOLS 904 - 3 Spas and heated pools must have covers (except solar & SPAS heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal eftfoionoy of 78 _______________________________________________________________________________ HOT NATER 904 . 4 lnsulurion is required only for recirculating sy�t�ma PIPES In such oases , piping heat loss shall be limited rn 17 . 5 OTU/M/Lfnemr Ft . of pipe , --------------------- -------------------------------------- ----_----- __________ SHOWER HEADS 804 - 5 Nater flow must be restricted to no more than 3 gal - lons per minute at 80 PSl8 . HVAC DUCT 903 , 2 Constructed in accordance with industry standards � CONSTRUCTION 904 ' 6 local mechanical codes . Ducts in unconditioned space must be ineu ) aieJ Co minimum R-4 . 2 & joints must be sealed , -------------------------------_____ -------- -----------------------____________ HVAC CONTROLS 904 - 7 Separate readily accessible manual or automatic thermostat for each system .. _______________________________________________________________________________ 1NSULATIDN 904 - 9 Ceilings minimum R-19 . Common Nolle - Frame R- 11 or COS R-3 . Frame Common Ceilings & Floors R-11 . � ------------------------ ---------------- --------------------------------------- ) Hereby certify that the plans and / Review of the plans and specifications speoifivaLiuns covered by this oalcu- i covered by this calculation indimuMs latinn are in compliance with the ) compliance with the Florida Enwryy Florida Energy Code . Code . Before construction is *ompleted this building will be inspected for PREPARED BY � ��M� ��[���\ "'~`____ \ compliance in accordance with Sect1uo 0AT[ . —����� _____________ | �53 . �OO F . S.��� ��_��� ' l hereby certify that this building in ( in compliance with the Florida Energy / Code- � 1 OWNE / wAkj 8UlLDlNC 0FFIClAL � ____________________ D4TE � / \ | DATE �_.__^__�___-_____--___ ° ' ~~ � ' SN : 3825 W . HOWARD WHITE 8UlLDERS PLAN 2615 S0 - FT FLORIDA ENERGY EFFICIENCY CDUE FOR BUILDING CONSTRUCTION Section y Compliance Program - Residential Point System Method Version 1 . 0 January , 1982 Department Of Community Affalrs Printout generated by EP192 and submitted in lieu of Form 900-A-81 THIS COMPLIANCE FORM lS VAI-/ D IF SUBMITTED AFTER JANUARY l , 1992 _______________________________________________________________________________ PBOJECT NAM[ . PE�M{TTING 0FF1C[ ^ . -- ~�-~-�~~------------------- ! ANO ADDRESS ' CLIMATE ZONE : 1 2 � -------'-~�~~~~^~~-�--~��=�------ | ----- ------ -- 8UlLDFR ; �� _ ' PEKMlT �O ' � 44. 0,41A-4.- _ ' ------------- UWNER : ' � JURISDICTION NO � / - ____________________________________________ COMP0NENT � DIMENSION : VALUE ; RATING : VALUE : OFFICIAL CHECKLIST STRUCTURE TYPL , Sing le-Family PREDOMINANT [VE OVERHANG Length . 1 . 50 PORCH OVERHANG Length : 10 . 00 -------- -------- WlNDVN3 -------- -------- Double Clear Tota } Area 412 ' 00 All Vertical Glass Total Area 412 . O0 --------All Skylight Sky) ight 0laes Total Area . 00 -------- -------- W AiL�,3 -------- -------- Ext Wood Frame Area . 1297 ' 00 k-Val ; 11 , 00 4dj Wood Frame Area : 165 ' 00 R-Val / 1 1 . 00 -------- DOORS -------- -------- Ext Wood Area ., 21 . 00 Adj Wood S . OU -------- - ------- CElLINQS -------- -------- FLAT Under Attic Area : 2542 00 R-Val : 30 . 00 _______ FLAT Under Attic Area . 370 00 R-Val � 19 . 00 - PITCHED Single Aesembl Area : 210 . 00 R-Val � 18 . 00 -------- -------- FLOOR3 -------- -------- 3lab-on-Gra&,', Perimeter . 212 . 00 R-Vals ' UO Xsd Wood Adjawnt Area , 311 . 00 N-Val ; 18 . 00 -------- 0 U C T S -------UUCTS --------Unconditioned Space Spaco LonQth ALI, . DU COOL IN(, -------- -------- Centra } A/C SE[R : 1005 HEAT IN(, -------- -------- Heat Pump HSPK 7 ' 80 HOT NATEk --------Electric: Bedrooms . EF , � y3 Bedroom* . 3 . U0 -------- -------- INFlLTRATlON -------- -------- Conditioned Floor Area : 2615 . 00 Prmct ; 2 AS BUILT POINTS / HAS[ P0lNTS 100 = EP'', 3O , 878 - 42 39 , 26a . 3O 9g . 02 GLASS TO FLOOR AREA RATIO = ' 1576 _ ' =============================================================================== gO ' m ' gL OOO ' t 9CV ' OWL 0O ' i WCWer | mm ' PL Go - 8g - S69 ' SZ _______________________________________________________________________________ ClNl0d 1l0W 1lDW 1l0W 0IwU N0dW0O SLNlOd 1lDW Sid NIM 9NI1VAH = 1I0350 » W31SAS 1300 « dV3 lV101 UNIlV3A = MlSAS x lV101 =============================================================================== � SlMIDJ UWNIM lV101 =============================================================================== 0 ' LgC5L OV - L U ' 9 LD3 J# ao145*06 i O ' LgEbi v 0 ^ yL93 | ---------NOI1V8llIJNI VV8g Oe ^ C 0 IS 0 ' 6i nueopOV PooN PSH 8 ' R6a O , L 0 ^ LLC Pe8 8 ' GA8E 08 ' 8i O ' CLJ O - aPwJ0-u0-qwiS | 8 ' Q88 L G ' 8 O ' eie qLS � ---------------SU0OlA ! 0 ' 8FV 0VE 8 ' 0LJ 0 ^ 6L ALqmassV ai8u!g O ^ Oot 0O ' 9 D ' OL E 0 - 8t. maiv jepuD ! 0e ^ L O ` loCe 0 C nnlav japuO Z ' SCLS z O ` 9 LUJ V0 \ -------------S�Nlll]� ( 5 ' 3 | 3 Os ' L L O ^ 6 t. PooN rPV 1 g8LZ 5 L 4 0 ' 6L Pv c ^ 8\C OC ^ I L 0 Z P«nM IxA S ^ AaJ c 1 0 ' vC n] � ----------------SH00O OggL 0 L amum PooM rPV 1 Ov8s 9 ' C U ' ggL fPY 6 ' 88tV Of C O ` uZi 0 ^ iL emudy PnnM jxj | V ' eg8z z ' 3 0 ' 10e L zx:D � ----------------SllVO4 ClNIOJ = W6N x V]UV JOlVA-8 ]dA1 / S1NI0J = WdNQ x VA8V | ------------SSVl9 NON =============================================================================== OuOqO ' C- DOMV 08 - GuQ ' C W _______________________________________________________________________________ SlNIOd | 3lNIOd SlNIDd 80MA v9UV VMV SMl9 ssvlS [Ov = SSV19 rOv = ssVlo lVlO] / 80ulJ ^ ON00 x Si 9 ' le L OE ' L A ' v 0 D MN lBU 0w qv OO ' Oe MN 0 ' g 1, t, - 3 ' B- 0 M UlJ lQO � QVCZ- tS ' 3 ' 6- 0 s M XI lAO 7 ` 69v- J ' 6- 0O ' L q M 9 ' 5Li- 8E 8C- O ' gL S 810 lQO � V ' 906- 68 ' W81- U ^ QC G Ul3 -|RO � i ' 8L6- AG - v ' 8Z- U ' 9S S 810 l8O i � ^ L8 | |- O6e- O ' 9 v S UlJ l9O ' 8 ' 8v1G- v ' 8C- 00 ' 4CL � C ' 83 08 - - Z ' 8- 0 ' v A 810 lQO \ E ' 0O6' 1G - C - G- O ^ OC 3 Nin lQO 8 - OzJ- 3 ` 6- 00 VT ] A ' tCL 6c ' L 9 D ' 09 AN 810 100 O ' 16 OO04 0N J ' 80[ 8 | ' L E 0 ' 9c N N 1 IOU | VW Q ' L WL O - SV N 813 l8O ) VLO6 QV ^ L E ' t O ' VQ N 8l3 lRO i 0 ` vOzn VL OO ' SOL M SINInd WOM= WOM « WdM « V]HV N] TN0 39 ]d Al | SlNT0d = WdMQ x VAUV NOTNO ) ------------'---�S�lg === 1l ]08-SY === | === JsVg === SNOl1VlMOm U3lNIM . . ~ _ � WATER RATING 0�5� AS BUILT === === | === - === =============================================================================== NUM OF x MULT = TOTAL TANK VOLUME EF TANK MULT x CREDIT = lDTAL RATIO 8EDR MS MULT i _______________________________________________________________________________ 3 3803 . 0 11 , 409 , 00 \ 60 . 83 1 . 000 3588 . 3 1 . 00 10 ' 788 . 00 =============================================================================== SUMMARY === BASE === | === AS-8UlLF === =============================================================================== COOLING HEATING HOT W4iER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POlNT3 | POINTS + POINTS + POINTS = POlNTS ____________________________________________________ _ __ ____ _ 13721 . 7 14132 ' 6 11409 ' 0 38 , 263 . 30 12831 . 4 15149 . 1 10788 U 38 , Q78 ' 42 * FPI = 98 . 02 � OCEANWALK PROFESSIONAL, ADVISOR'S REVIEW LOT 'NO. 18 UNIT NO. IV (H) 908-821-5338 OWNER , D AND ai ISON ELDER PHONE NO:(W)908-563-8201 ARCHITECT DAVID MOSBY PHONE NO. ' 246-4197 CONTRACTOR W. HOWARD WHITE, INC. PHONE NO. ITEM FOR REVIEW RECOMMENDATION.- 700OGRAPHIC SURVEY OK OK TREE SURVEY SEE BELOW DRAINAGE PLAN SEE BELOW SITE PLAN FLOOR PLAN OK'.. OK BUILDING ELEVATIONS OK LANDSCAPE PLAN I COST NOT APPLICABLE SWIMMING POOL WINDOWS I DOORS OK COLOR SELECTIONS OK MATERIAL SAMPLES SEE BELOW COMMENTS DRAINAGE PLAN- Provide finish floor elevation or approvalc i Review Board. SITE PLAN- Recommend approval of the removal of the 36" oak tree in the center of the lot. MATERIAL SAMPLES- Provide #300 shingles. Barricade existing trees to remain. Barricades must be installed before site clearing and remain- in place during all phases of construction. Recommend approval for construction subject to compliances to the above comments. frov,4/ Akw befoul GU1i,�n4tn�Glwq lM CGk•1�1-�Gt ttM, tvovk �er►v r�- �d phi i 5�lol�#�a is rev�:�w�+ , APPROVED - o( Ai-,r, 1 7 0c w ocmtp tle _ sy PR FESSIONAL A VISOR 1 1 1 DATE I� W. Howard White have read and agree to the terms and conditions specified in the attached documents regarding the Oceanwalk Covenants, . Restrictions and Architectural Guidelines. I understand that a $10,000.00 letter of credit may be required of me, prior to receiving approval for future plans, in the event that I do not fully comply with these terms and conditions during cons- truction of any structure within Oceanwalk. I understand that tree barriers are now required as specibied by the ARC on each site plan, and that these barriers are to be installed before earth work begins on a lot, and are not to be removed until final landscaping begins . Date April 7 , 1992 ( Prime Cont actor s Signature) W. Howard White , Inc . r (Contractor 's Company Name)8 4540 Wouthside, Blvd . , Suite 202 ,. J.acksonvi'lle , F1 . 32216 (Mailing Address) Phone 642-1344 642-1344 (Phone Number) I intend to construct a home on Lot # 18' Unit # 4 in Oceanwalk for Rod and Alison Elder Current Owner(s) printed Name(s) 47 Fisher Drive, Franklin Park., New Jersey 08823 Current Owner( s ) address, city, state, zip code 908-821-5338 Current Owner(s) telephone numbers 3/91 Oceanwalk Association, Inc. P 0 Box 331188, Atfnntic Beach, FL 32233-1138 e 2 EXTERIO PIAT OR SP Check if Completed Material Mf r. Product/No. Color/Mfgr.Code 25 Year X * Roof Asphalt GAP, Architectural Grade Black _X * Major Exterior Wall Siding Stucco Textured Linen White X * Minor Exterior Wall Siding Stucco Smooth Accents 01 Super White X * Trim 1x8 F.G . Cedar_ 01 Super Whi e X * Fascia l xR F _r._ Ced-r- 91 SUFer Wh± e X * Front Door 6 Panel E.,..,._. Green # 7-14 N/A * Shutters _ X * Windows Aluminum Rpnnings Ti 1 ►- n,,, White X * Glass DM=& Block Master Showpr Wall Glass -Rleek -6=ear X * Garage Doors Steel Insu t -d T �; }�i�e �— Driveway, Major Concrete Natural Grey X Driveway, Border Sun Deck Brick Pattern Natural Grey Front Walkway, Concrete Natural Grey major X Front Walkway, Border Sun Deck Brick Patteft Natural Grey NIA Fence/Wall N7A Pool "NTA Kool Decking X French Door Steel Peachtree 01 Super White Note: Unbordered, plain concrete driveways will not be permitted. * Please submit color samples. --------------------- Professional Advisor - Bill Ebert, Ebert Architects 241 -9997 Costa Verde Plaza, 2441 South 3rd Street Jacksonville Beach, FL 32250 H & A/C Square Footage of prdposed residence 2304 Owner( s) ' Name(s) Rod and Alison Elder Address 47 Fisher Drive, Franklin Park New .lergpy 08823 Telephone: Home 908-821-5338 Work 908-563-8201 - his Work 908-560-5023 - her Plans ' Building Architect ' s Name David Mosby Address 2250 2nd Street 97. , Jax Beach Phone 246-4197 Landscape Architect ' s Name Jamie Jaxon Address SR 13 , Jacksonville Phone Building Contractor 's Name W. Howard White Inc . Address 4540 Southside Blvd. , Suite 202Phone 642-1344 Submitted by W. Howard White , Inc. NEW CONSTRUCTION APPLICATION for OCEANVALR Lot 18 Unit Four Owned by Rod and Alison Elder Page 1 Date Submitted for Review April 10 , 1992 REQUIREMENTS FOR PLAN REVIEW: Indicate if Attached: Yes No X ( 3 sets) 1 . SITE PLAN, to include: X a. Boundary, Tree and Topographic Survey, done by a licensed surveyor, to include all specimen hardwood trees 6" and greater 2 ' from the ground, and topographic contours at one foot intervals. X b. Building Foundation Plan X c. Finished Floor Elevation, ( 9 .75 feet minimum) X d. Location of Sidewalk/Driveway/Fence/Pool/Decking X e. Location of Lot Easements/Lake Bank/Setback Lines X ( 3 sets ) 2. BUILDING PLAN, to include: X a. Floor Plan(s) w/Space Calculations X b. Elevations of All Sides X c. Foundation Plan X d. Wall Section Plan X e. Electrical Plan f. Fence/Wall Elevation g. Pool/Decking Plan X 3. LIST OF EXTERIOR MATERIALS to be Used, including Color Samples (see next page) . X ( 3 sets) 4. LANDSCAPE PLAN, to Include: �— a. Drainage Plan, consisting of altered topo- graphic contours at ( 1 ) foot intervals . X b. Plant Materials/Sod/Mulch Plan. ( 100% irriga- tion required for all plants and sodded areas. X c. Lighting Plan where applicable. X d. Cost of Materials exclusive of irrigation, sod, mulch and lighting. X 5. PROFESSIONAL, ADVISOR'S FEE: $175.00 payable to Oceanwalk Association, Inc. X 6. TREE PRESERVATION/LANDSCAPING DEPOSIT: $1 ,000.00 payable to Oceanwalk Association, Inc. X 7. CONTRACTOR'S COMPLIANCE LETTER signed by Contractor. NOTE: Mr. Ebert cannot submit this Application to the Architectural Review Committee until it has been 100% completed by you. NO EXCEPTIONS. I' t 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 J SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 -2- I WATER CLOSET 1 WATER CLOSET, TANK OPERATED (4)1-, VALVE OPERATED (8) C� BATHTUB/SHOWER (2) URINAL WALL LIP (4) • ` SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) r LAUNDRY TRAY (2) LAVATORY (1) Z. _COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) POT, SCULLERY SINK (4) J DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) t KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) C� LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) J SHOP (2) SURGEONS SINK (3) _.LAVATORY, SURGEONS (2) JACUZZI (2) U URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ JOB INFORMATION 1� Y9i9 , 4 ITY OF :'ROPERTV DESCRIPTION " i i APR 1 1992 0&4 satc'z Ve4e, - 762x4 GGN�'f 7160CEAN BOULEVARD .ot •„-__ P.O.BOX 25 ~^-Building Nd Zoning ATLANTiC BEACH.iWRfDA3273J iubdivisions-__�Cu.,�kag,(A TELEPHONE f9b4)249•?.l95 -?y 7 s-S-,�rD Ureet NameL! DESCRIPTION OF WORK sr Addresss-r-_-4 (a2 If in a FLOOD HAZARD 'lood Zones--------- complete page 3. Brief Description t Class of Works New/Remodel/Add itionI„ g„�,�______ TONING INFORMATION Type of iConstructions---�,1Qt�`L`�w-s----------- :oniny Proposed fistrict s ___Use:__ S%,'j a=A L r Estimated Vilue t_ o0 :xceptions or Materialssf,l�Q,��g_____-_- arionces Oranteds�°��--_---„-___--__„- Solid or ------------------------------------------ Filled Groundsr_-1�Q1j,;_____Roof s OWNER INFORMATION INFORMATION r Method of Heating s �e�1�14d_�+LQr4.�. T"u M.p Property Owners_29.p, ------------ Phones.ps2�=�.r�.f Mailing n -....ttt�.----..-----r-------------- .�A' Xr i.--rrrr�.rr—r �.1P 3_42&r iii-------- I CONTRACTOR INFORMATION Contractor s ic iSYliuw .4.is.?.R.GK'4rrr r 1 7►rrrrrrrwrrrrrrrrww phone s r Mailing Address#_ Qw- 0�4 ata.lid.../_djl.a.."au z& aoa„ ♦ ------------•-r_r_— Zip I_ .��%. ------ Expiration License Number s__,,$-�_-���y Z,,,,------------------ Dates I 11CR991Y CERTIFY TWAT I RATE READ AND 9KAMINE0 THIS APPLICATION AND KNOW THE RARE TO BE TRUE +.� AND CORRECT. ALL PROVISIONS OF THE LAWN AND ORDINANCCS OOVERNIMO THIS TTPE OF WORK WILL BE COMPLIED WITH, WURTURR SPECIFIED 119011101 OR NOT. TNR GRANTING OR A PERMIT DOES NOT PRCZU)qE To r GIVE AUTMONITY TO VIOLATE OR CANCEL. THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. � Y .♦. REOULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE / r PERFORMANC9 OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THC ISSUANCE OP This P6RR1T IS CONTINOERT UPON THE ANOVS INFORMATION NEINO TRUE AND CORIIECT AND THAT THC PLANS AND SuPPoRT2M6 AA• DATA HAVE SCCN OR SMALL 69 PROVIDED AN REQUIRED. LN Owner Signature ( .�L�l1j...------- ,.. -----Dgw ate_ • ~ rI 11_- �� a`l;.;� Goe�tracstc:u° Signmturm_„ _ _DAA_�_Date _ _ Pmh �EAVICE DlVIGIUN JACKSONVILLE ELEGTHIL AUTHMITY Lin WES! DUVAL SMEM JAOK-UNVILLE, FLLAIDA rHE FOLLOWINU FINAL INSPEGFION (Si HAVE BEEN MAhK AND AM% SATISFACTORY : SINCERELY, 4 BUILDING INSPEGTIUN DIV151UN cc : FiLE p, DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -- PERMIT ;INFORMATION - -_ LOCATION INFORMATION '= - -_ Permit Number: 5835 Address: 467 INLAND WAY Per*it Tarp : UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class sal Work: NEW ----- LWAL. DESCRIPTION - Constr. 't`g�ae: WOOD FRAME Lot: 18:, 816ok: Section: Propc►sed Use: SINi LE FAMILY Tov' nslzi : RNG: 0 bvellingal 1 Codet O 'l Subdivision: "QCEAKWALE � Esti*ated Yslue: *U.OL? Improv. Comic: *0.00 , Total seat. $479065 65 A:nou *479,65 lis 8l /924c �ou - `� Work Dlw ' IRRI ATION METER NATIOAPPLICATION FEES PERMIT $0.00 Add s 6 -WAYl WATUR"IMPACT FEE QQ T Ft, FLLIRID, � S, IN�PA FE� Ct C1C % X m RA ON, aAS-H. R. S• _...._.. , *FORMA ON ~ - RAtIpN t A'S -' 5% $0.00 Name: UB' DVPA ENT WA7* R 't`AF' $334. 65 'p- 'A $0.00 HYD RAU�.IC .0HARE $0. 00 Type: O ACE'IN�� " F`F'E, �.RC1. 00 SEC.H IMPACT FEE �� *O�OO � , r NOTES: a NOTICE•-ALL CONCOETE FORMS AND FOOTINGS'MUST BE IN,SPECTS.0 9FORE"POURING PERMIT V©11)SIX MONTHS AFTER RATE OF ISS-LIB BUILDING MATERIAL,RUBBISH``ANf DEBRIS FROM THIS WORK MUST NQTIaE PLACED IN PUBLIC SPACE,AND MUST BE CLEANED UP AND HAULED AW,A,Y B EITHER CONTRACTOR OR OWNER .x "FAILURE TO COMPLY WITH THE MECHANJC$' Lit"CAI ��" IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPOO p' ; ISSUED ACCORDING TO APPROVED PLANS WHIGH ARE PART OF TWIS P�tiMiT ANI7 �U8,,,J T, CATION f'�'1645 ItAiO�I OPAPPLICABLE.PROVISIONS OF LAW. $.44 s ATLANTIC BEACH BUILDING DEPARTMENT' i r 9007 DLPARTMENT OF BUILDING CIN OF ATLANTIC BEACH cc; City Manager .,„:. ._ PERMITINFORMATO _4.. _-- -- ----- LOCATION INFORMATION r t Number DD Address . 467 INLAND WAY 1 Permit T R' IRUDDOOLAT"LANTIC BEACH. FLORIDA 32233 i . Rit RFRF I LEGAL OCons t r, Type: WOOD FRAME Lots Block: Section: PfOP S U—Se: SCREEN ENCLOS'UPE T1��p RNQ Dwael i nI : Subdivision: ' O—-EAN'NALP Cost: , $0 00 Amo APPLICATION FEES PM,I ' C A D NAS ' ' wFEEA ` T E CII 'LORI � � , , � am '�EPli a D ". t % , ,u dd TAP C RADON OASS_.R.R. S , , + T C} NPO 1 fi"N RADON CAS N me. A BINSON � CA '1 AL -IMPROVE. s, SEWER KOO'�ell ; I2 , N R A.D. rl�l4 BI E TAP $0- 00 AC ILLQ FL CROSS CONNECTION .oo se oft .. Type BEC R IMPACT FEE E . i NOTES: , NOTICE –ALL CONCRETE FORMS AND FOOTING $MUST BE INSPECTED BEFORE 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' st "FAILURE TO COMPLY 1Il1TH THE MECHANICS' LIEN LAW SAN RESULT N THE PROPERTY 0 NE BAYING TWICE FOR St#IL #NO IMPROV NTS." SitD ACCtRp.ING TO APPROVED PLANS WHICH ARE PART OF THIS PER ANDS BJECTa�I FOR ,. 1 II4T�3N Of APPLICABLE PROVISIONS OF LAW. r, /1ti.ANTIG BEACH BUIILDINA DVA ENT 61ty it CITY OF ATLANTIC BEACH l PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS i DEMOLITIONS Owner(s) : O� C�t tSJt ��.-1�Gg, Address ` PI 1 Nt~htJ7 LZRPhone: Z71 60 Lot # Block or Unit # Subdivision: Contractor: �� `f izJF5 LV- ss Address :.5nt �...:�1.J ��. tQ Phone No: Describe work to be done: ���� t's c IF c`-,-TG Present use of building: ��� 11� �G Valuation of Proposed Construction: Ec>o17 6— Proposed use: : 6 fi�-Tco Is this an addition? If yes , what are the dimensions of the added space: 12 ft . X 2-t ft . Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures?& New fireplace? New Heat/AC?�d SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: KA Date: C14 X994r, r Ry F� r, •x .� r l f CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—V6 LAJca&.,ju Oak- s-4 c-Pz cr r-fic tee 29 �) Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ q per sq ft = $ Carport Porc @ $ /- ©� per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : S � � Total Va fation 1st $ v l--22 �Sy $ C v Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $__ + 1/2 Filing Fee $ Z ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $T WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ _ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH PERMIT CALCULATIONHEET Address L n1 D Date Heated Square Footage @ $ per sq ft = $ Garage/Shed .—@ $ per sq ft = $ Carport/Porch v 1\ - @ $ per sq ft = S Deck ee� @ $ per sq ft = $ Patio VJ @ $ per sq ft = $ TOTAL VALUATION: Total Valuation 1st Remaining Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ a '7 5, ''=J ( ) Fireplaces @ $15 . 00 $ a�— BUILDING PERMIT FEE $ WATER IMPACT FEE $ c`� !J d• SEWER IMPACT FEE S 75 WATER METER/TAP $ 0 CAPITAL IMPROVEMENT $ tn SEWER TAP $ (( '(3) RADON (HRS) .0050 $ 2 q/ SECTION H PAVING ( ) $ XO- HYDRAULIC SHARES $ �--� CROSS CONNECTION $ J,6(_�) SURCHARGE . 0050 $ 7 OTHER $ GRAND TOTAL DUE 6�9 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: RE �'YED - U'W 2 2000 city of Atialj ic Beach Building anu Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) : - IM v t !Mvs R a J i_(el P V Job Address: Lf(o7 Tk I v,�Q. tAlu Phone: aY7- gt$U A-fi lU t-h c 3�cxG.�^ Lot #�_ Block or Unit # 4 Subdivision: 6ceo& w,-(kf- Cw-eatiwaIii � K,t- y Contractor: �oL�.S GU►UST12f~C 7 td nJ Coy State License # CISCO-2,331 Address: �•© �G (s(od (), �. L . Phone No: 27 3 LtbfZ City_ d��y�e Q�✓� State �� Zip Code_3 16 (o Describe work to be done: -It^ feVlor IZew6de 6Nct Present use of building: Valuation of Proposed Construction: «d,p e c! Proposed use: Is this an addition? tt es If yes, what are the dimensions of the added space: _ft. X �{ f ft. Will the added area be heated and cooled? � es New electrical (or increase),? V0 New plumbing fixtures? y5 New fireplace) Ny New Heat/AC? _ •e XiS f(k.,3 b,�� rddWL ci�•� .ori�a c�r�� 14ew {per ra�s�., I in addt fiov� , SUMCT =MEE (COMdMCTAT.) TWO (RESID=MU) COMPLETE SETS OF PLANS, INCZaDZNG SITE PLAN, SaRVEy, ENERGy CODE EZ7ams, NOTZc E OF COMMIII7CII��NT, AND OWNER/CONTRACTOR `A&`k1MVIT, IF OWMM ZS CONTRACTOR. Signature OWNER: � /7, L Date: Signature CONTRACTOR: Date: 12--2,j - d Q Pcftk a Amonette AS TO OWNER: *; ; wlo(A ISSIp ' CC947012 EXPIRES Sworn to and subscribed before me this day d 004 .,2000 NOTARY PUBLIC AS TO CONTRAGTOR: Sworn to and subscribed before me this ..2 day of �`e P �c✓ 2000. ---- a cia Amonette 9'#-M9470-12 EXPIRES NOT Y LIC 4 o ' er.'- BON RU FAIN INBURANCE,INC. From:Dane Boggs To:atlantic beach Date:1/7/101 Time:17:56:55 Page 1 of 1 I y Baulie (894 1.;:i5 S MIN. RETURNPa ' 179 Filed I Recorded RHONE COOK �$t-' NOTICE OF COMMENCEMENT �q�p 111170) AN CLERK CIRCUIT COURT DtNJpt. COUNTY TO WHOM IT MAY CONCERN: COPYf FEE"° $ i:00 NCERTIFY 1 1.00 The undersigned hereby informs all concerned that improvements wilmee made to cerltm LOO a real property, and in accordance with Section 713.13 of the Florida Statutes, the following 4 information is stated in this NOTICE OF COMMENCEMENT. Ocethw..lk Description of Property_ o' I $ t,a tj t L LLiZc�V--tcot. M .. X In 6odK !tL '*— Lte' 1SC tit c, .._ General Description of improvements_ rem -t- Z'h v r t, r�o D4 Owner Address: c- r�3 Owner's interest in site of improvements: Fee S 1 w-,pl<- Fee Simple Title Holder(if other than owner) Name _ Address pvepves- by _.--� Contractor Qko $ ft txr(c ft) , Nt S Address O:_ 5t•a rA r<�� PA✓k F4 71,41( Surety(if any) 1N1!4- _..- Address Amount of Bond$ Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name Address In :addition to himself, owner designates the following person to receive a copy of the t.einors Notice as provided in Sectlon 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name Nfiq- Address: Owner Swom,to and subscribed before me this r_ dt /of 7 , to 61 .Q Notary Pub ti testa AM0100 NN MYCO WH/ M941711111 sum AWM 77,X94 ^1 9 2oWftj"WWgfWMYfldtC 1* / r MA P SHOWING BOUNDA P Y SUP VE Y OF L O T /8 BL OCK_ 1, AS SHOWN ON MAP OF AS RECORDED IN PLA T BOOK_4 PAGES /B OF THE PUBLIC RECORDS OF DUVAL CO. FLA, CERTIFIED TO ROE> kJ ° AL(SO" M ELL>E2 5TElo.4,e_r TITLE OF J^4GKSONV/L_LE F/,QST UN/ON /�/gTIpNAL E3ANK OF F�Or2ip,q IK4rN/2y/� 4F3/3-/ .UA^.I JA .2v. r I 3 M � I-----/5 E'4 S,EME.vT j Q?1� •�.�o, Z4 _ e M. LOT /8 01 \� 31"5- t7� 3-70A4 `' 1 7 s as \ 3 w� Aa10 3'-�� p 'L S t � N 8V, J \ G' N� "_ �� J �b �a s a3 ��1PV� QIAN �. N pe 01 l to N 6. r" I c v '2 \��o \` c /B to �� i G�P�p��h ` '0 1 r,v°.>R �-•_� .N .__.�,�y^l�v � 1�. � ,�J rL 4G-'F „R EA�`cA,lc: "-- /A 385 H lkio.93'F` f�E• u/.o. 9L- Sono . 9-/r-•9L/F.Ecv, /h� wo 9z 495 'Q 9-9-92 //=/Ecol �— O 7- / � l•� �. orMc/t (SST FRoA/7 cRS. ) H/.0. �j2 ¢Gs/8 $'.ZS•�j� [F/ELS) cor NSE_ 6/0 : K/,O- :oz ACI)i iCriv,c F<75fk7t-V`ti:IN-Li'W �Fc'a� 'I�1NS i,i�, •: f Nig' �;HOLY���'N IMSSUR�Ft ��) O/R�GT Tie 1 `7 .,.91 : 'dC PJ �i F(_N( C:;E ('RL7S,7F TH!S ';'7i!V Y BEARINGS BASED ON P(AT AS SHONN I HEREBY CERTIFY THAT THE °r SHOWN HEREON 15 IN THE SPECIAL FLOOD HAZARD ZONE 2E SAS SHOWN ` _� ON FL 000 INSURANCE RA TE NAP 02- /E FOR THE CI T Y OF JACKSONVIL L E. FL ORIDA• DA TED _ 9 TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspecti:)n: Permit No. Address r Enclosed are our (blue) copies of the permits. P1easu update your records accordingly. BUILDI G CLERK CITY OF ATLANTIC BEACH /vcb "EIVED RC CITY OF ATLANTIC BEACH Q, TREE REMOVAL APPLICATION City of Atlantic go Ch §4l►oi a iW4 go l , All applications must submitted with seven(7) copies and received by 5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1.amu' ®(g(oS (09q PAJP- U vu ��(�� a?3 -`f��z APPLICANT NAME ADDRESS TELEPHONE ADDRESS OR LEGAL DESCkIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Roo vK A-0 0 j-F1 U Al 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? D YES 0 NO 5d NOT SURE 5. PROPERTY ZONING: .RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 4 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date ALIts� 7FUM iZ-'Y- G� Owner's Signature Date CITY USE ONLY: _/444)ZL����, x; Tree Conservati oard Chairperson bate N TREE PROTECTION PROPERTY LINE PRIVATE PROTECTED Exterior Zone ' TREE0 20.00' D8JHF�6" OR MORE I •I 7.50' -- PRIVATE i Interior Zone I , PROTECTED TREE 1 0I 1 PRIVATE PROTECTED TREE 10 1 0 PROPERTY LINE 1 to o I DBHOF20" OR MORE 1 = to I io�n PROPERTY L 1 (D 6 H OF 10- OR MORE IN LINE o 1 COMMERCIAL & INDUSTRIAL PRIVATE M�I � PROPERTY) PROTECTED o , > TREE owl � i 1 ---I 7.50• __T ?K PRIVATE PROTECTED TREE DB H OF 6" OR MORE 20.00' FPROPERTY LINE C:4, PROPERTY LINE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D 8 H OF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10- FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY. AARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHC S OR LARGER WITHIN CITY RIGHT-OF-WAY. *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. CITY OF /*4utic 8Veac( - 57Qonid a H(10 S NHIS01 E ROM ----- X1 LAN"i W 11LA(.11, FLORIDA 32233-54.45 Tt:LF:P11() 4904) 247-58110 �( FAQ (9041247-5h(15 NOTICE To: Water Department City of Atlantic Beach Date: ---`�--1 ------------- Please -C-`-------- Please be advised that the final building inspection t,aE; been completed on each of the following aLid z a11d construction water is no longer required : Permit Number Address ---------------- - -------------- -------------- Sincerely, Don C. Ford Building Official DCF/pah cc: City Manager B f FLOODPLAZU OCULOPMCNT INFORMATION ,, `�� Type of Development _ Fa/71 --r_--- Flood Zones. .............__........r«.r.. Required Lowest Floor Rlevations -� If building is located within a flood hazard zone, a survey aunt be wade AFTER TUX BLAB NAB SM ro inzvp certifying that the LOWEST FLOOR ELRVATZON is equal to or above the base flood elevation establisbad for that sone. Mo final inspection will be dads and no oertAXIcate of occupancy will be issued until the survey to 'on Yttile with the Building Department. j POMMEUTS: r • Applicant Acknowledgements 2 understand that the issuance of this permit is contlOgent upon the above information being correct and that the plans and suppoerting data have beep or shall be provided as required.) i agree to comply with all applicable provisions of OrdimanoI No. 25-7-11 and all other lava or ordinances affecting the, proposed development. Date A i t•s Bi atus i 1 Dapartment Use Required Lowest Flocs Ttl anon -------- An Built Built Lowest Floor Elevation ...... Survey Survey Filed with Building Department iI ------------------__-___ -------- Building Department Representative page 3 r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-91 Section 9—Residential Pbint System Method Climate Zones Department of Community Affairs NORTH 1 2 3 PROJECT NAME BUILDER: C AND ADDRESS: PERMITTING 'C CLIMATE 1 ❑ 2 3❑ OFFICE: 20NE: OWNER: PERMIT JURISDICTION oD `� De NO.: I I I I I 1= NO.: NEW CONSTRUCTION F MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT_ MULTIFAMILY ATTACHED ❑ A CHECK IF THIS SUBMITTAL N! 9HERHANG FT SIPANE FT GLE- SO. SO. FT EPRESENTS A WORST CASE PORCH OVERHANG DOUBLE SQ. DOUBLE- SQ. SINGLE-FAMILY DETACHED CONDITION: ❑ LENGTH FT. PANE ©FT. PANE FT NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME so. 1R = EXTERIOR STEEL R = EXTERIOR LOG R = � FT m ,❑ @0E FT. K1 FT711 FT m I I I I I FT 11:1 ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = � FT. [:E .[] F0 I � I F� ❑ FT. i IT-] CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC I R = SGL ASSEMBLY L SLAB PERIMETER R = RAISED.WD 'CON❑ R = o� S � aFQ. 3C QI OFT. FT. ® 3 ( FT DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN CENTRAL ❑ ELECTRIC STRIP HEAT ❑ CEILING FANS ✓❑ELECTRIC UNCONDITIONED SOLAR: ❑ .❑ SPACE R = ❑ ROOM ❑ NATURAL GAS PUMP ❑ CROSS VENTILATION ❑ NATURAL GAS S.F. _ ��u El PACKAGE TERMINAL El UNIT OR 11 FUELS HEAT RECOVERY(NECK) AIR CONDITIONER PACKAGE TERMINAL FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS DEDICATED IN CONDITIONED El PUMP El NONE ❑ ATTIC RADIANT F-1NONE HEAT PUMP: [I .ELI R = NONE BARRIER E.F. NUMBER OF m-� SEER/EER = �,� AFOUECP/HSPFI �. d ❑ MULTIZONE EF = .� BEDROOMS INFILTRATION PRACTICE USED O - J "► �Q X 100 = �.❑ ❑ #1 S?r #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.i. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the plans and specifics by t� lation are in com liana with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Code.n�D �I�'��ISI F.4 KJ' 1111�1v', D� Q the Florida Energy Code. Before construction is completed,this building will be inspected AIR +� 1'1`L� �7 T�- u for compliance in accordance with Section 553.908,F.S. PREPARED BY: pq I hereby certify that thjs bu d' g is in comp' aith t lorida Energy Code. BUILDING OF CIAL: — OWNER AGENT: /V/V, 3 DATE: 2- 2- DATE: FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-91 Section 9—Residential Obint System Method Climate Zones Department of Community Affairs NORTH 1 2 3 tj Q PROJECT NAME BUILDER: AND ADDRESS: PERMITTING CLIMATE 1 ❑ 2 [] 3❑ ,ra OFFICE: �( ��, ZONE: I I I 1 1:0 PERMIT JURISDICTION OWNER: NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED® SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: PREDOMINANT CHECK IF THIS SUBMITTAL EN VERHANG ©,© FT SIPANE =SO. SINGLE SO. MULTIFAMILY ATTACHED ❑ FT PANE FT. PANE PANEFT REPRESENTS A WORST CASE PORCH OVERHANG FT.OVERHANG �.� DOUBLE- a DOUBLE- SINGLE-FAMILY DETACHED 2r CONDITION: NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = EXTERIOR STEEL R = EXTERIOR LOG R = � FT• m .❑ ❑� lakHFTT• ❑ FT. ❑ FT. ADJACENT ❑ ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R = � � ❑ .❑ �E � ❑ � FT. EEI IT] FT ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMtE�TER R = RAISED:WD f rON❑ R = ®FF M WI Al 0J FO. 1 , FT. F6 I I I i3l l FO.jT DUCTS •COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED u CENTRAL ❑ ELECTRIC STRIP 21HEAT ❑ CEILING FANS ,~I ELECTRIC SOLAR: ❑ .m SPACE R = ❑ ROOM NATURAL GAS PUMP ❑CROSS VENTILATION ❑ NATURAL GAS �� ❑ PACKAGE TERMINAL El ROOM UNIT OR El OTHER ❑ DEDICATED WHOLE HOUSE FAN ❑ OTHER FUELS HEAT RECOVERY(CHECK) ❑ AIR CONDITIONER PACKAGE TERMINAL FUELS IN CONDITIONEDHEAT PUMP NO El BARRIER RADIANT ❑ NONE HEAT PUMP: 11 . SPACE R = ❑ NONE BARRIER E.F. _ m• SEER/EER = � O JI) AF [1] OUEHSPFI �, ® ❑ MULTIZONE EF = BEDROOMSNUMBER = PRACTICE USED J �S t -•� ®• INFILTRATION X 100 = ❑ #1 /�#2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the plans and specifications covered by e c culation are in compliance with the Review of plans and specificatio covered by this calculatio ' dic s compliance with Florida Energy Cod .ENGINEERS ��1 . 2 3 the Florida Energy Code. Bef a struction isC08, plated,. i bui i g will be inspected H n for compliance in accordant with ction 553. F.S. PREPARED$Y: A E: I hereby certify that t is build' is in wmplian lith a FI ida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: 4 2 DATE: O ? `� ENERGY DATA SHEET FOR FL.' NAME Koa 47�i'S -0 A) Xa2 A DATE JOB ADDRESS l!-7 :Z_J g Ajo u A�Z EPI I. Type Insulation In walls" STT S R Value ` 2. Type Insulation in ceilings Balt R Value -21) Loose Fili R Value Sky Lights Sq.Ft. Knee Walls Sq. Ft. Note: No loose flit insulation will be allowed on sloped ceilings or celling areas considered Inaccessible.. 3. Type Insulation for wood floors. R Value 4. Concrete slab edge Insulation ? R Value \ 5. insulation R Value around ducts �0 In conditioned space 6. Type healing system HSPFn, Q) AFUE 7. Type cooling system`'? CQf­�VvQ\ SEER 8. Type hot water healer ? _ `�Cr �' Ef. �Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass in windows and doors DC DT.—. T. SC ST 10. Type exterior doors ? C) 11. Are the dimensions of all windows and doors shown? If not , provide this Information on a Iloor plan ,elevation or In a schedule. 12. Size of the roof overhang ? 13 Ceiling fans in all bedrooms and primary living areas? )C—) 14. Is a multi-zone AJC system to be used? '(�T:) 15.Cross ventilation In main bedrooms and primary living areas ? 16. Is the building oriented on the plot plan with a compass direction ? f'�!D If not, draw In on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned floor area)? Q____ 18. infiltration package # 1 &2 _x # 3 19. Attic Radiant Barrier? �C) (See 9-E), I certify that the above is the correct data used to calculate the EPI on the Energy Form submitted, and will be Incorporated in the subject Job. Signed: AIR ENGINEERS, INC.