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A-r, cti ,I•w›,/c coNk.evn . ! i ,I,i' .,1,1,, 4,,,,i, . . i rt4AMING Resuill287..4M's 1. tris tooeb■A,!, Ofoo o t ! t , , pa,kw Mc, . is- • ! ! t , ' ,cklmmEtki • 61-vie6e . , .' ;POOlvt ! ; it2.' '2$40 ittql:. st , '2. is.C41e6g IJolt (bi fib%!, ,slt=,, !140441.,,G7b tiv ; itad iiIii:Ith '117%; blOe; '‘2 b.ei , . t , , : • • , . . • , : 1 . ! , , ' i , , I , . i , : ■ , . : . ; . , . , ■ _ , , ■ , , 1 , , k ; t I ■ I i : ■ I ■ i ' ' ' . ' : I , . ; . • ,t , , i ■ , , : i . H i , .i ' . ! ' , ! i ! : 1 ■ , 1 . . , , I . , 1 ' : i !: i 1 . : ' • l I . • I ! I I : ! , 1 ', 1 I i , i ■ Iii 'Ii ' 1 1 1 I • 1 1 1 1 II. ! ! 1 ' ' I : ' 1 i", • ' I t 1 ! i i ' • " 7 ! Ii , 1111 it i . I , , 1 I I I I 1 i I 1 1 I 1 ; . . , . ■ t I I . : . r I 1 . 1 , ' 1 I I i ■ t I I, : ! i I I I • i 1 t I I ' : , ■ , , ■ ; , ! , . t • ' I ' i ! ' i I 1 I I I i WI' I : , • . . ' ! I I I : . i ■ i I , t 1 " , t I : ' I : ' I t i : ' ' : : I : . ■ ! , R5I50 R5I50 1 I I 3 PGS .� I 3 SYP #2 5YP #2 TPP6 , ` 11#P6 - 1 3' OPENING 4' OPENING • R5I50 I_ 2 RSI5C 4 PGS, 4 PG5/7 5YP #2 5YP #2 a TPPb / r _ f\*P6 5' OPENING b' OPENING GAG 44 C GG 44 G 44 "4X4 5YP #2 4X4 5YP #2 ft.B 44 f CB 44 P124. /A1 NCB OPENING AT FAMILY ROOM 09 -27 -1994 TJI3eam (TM) ' Page 1 of 1 TJBEAMA v4.20 sn:214015068 1111 TRUE TRUSS, INC. . 10411 ALTA DR. JACKSONVILLE, FL 32226 Phone: 904 - 757-7500 904 -757 -7336 (fax) Name: MIKE JACKSON Project Name: PBD - #17 TIFFANY Page Title: Based on ALLOWABLE STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution Application Floor - Res. Deflection Criteria (MR) Member Use BEAM Load Classification Floor LL Deft TL Deft Member Top Slope(in /ft)... 0.000 Load Duration Factor 1.00 Span 1 L/360 L/240 Roof Slope(in /ft) 0.000 Live Load(psf) 40.0 Span 2 L/360 L/240 Floor Decking N/A Dead Load(psf) 15.0 Span 3 L /360 L/240 Repetitive Member Use N/A Partition Load(psf) 0.0 Reinforced Overhangs N/A Tributary Width('- ").... 1- 0.00 LOAD: Class LOF Begin End Live Load Dead Load Comment 1 Unif(plf) Floor 1.00 0'- 0.00" 11'- 8.00" 190 70 Add BALCONY -FLOOR 2 Unif(plf) Floor 1.00 0'- 0.00" 11'- 8.00" 0 170 Add BALCONY -DECK 3 Unif(plf) Floor 1.00 11'- 8.00" 26'- 0.00" 0 108 Add 9' WALL 4 Unif(plf) Roof 1.25 11'- 8.00" 26'- 0.00" 100 125 Add 7' JACKS 5.25" x 16" Parallam(R) ES PSL 2.0E A 15%-10.25" A 9'- 11.00" A 4'- 5.25" 5 1 2 E A N A L Y S I S - A S D IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include alternate and adjacent member skip loading. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximus Design Allowable Control Shear(lb) 4428 3597 < 16240 452% RT. end Span 1 under Floor ADJACENT span loading Moment(ft-lb) 11531 10764 < 52430 487% RT. end Span 1 under Floor ADJACENT span loading Live Defl.(in) 0.060 < 0.528 L/999+ MID Span 1 under Roof ALTERNATE span loading Total Defl.(in) 0.129 < 0.793 L/999+ MID Span 1 under Roof ALTERNATE span loading Span 1 A Span 2 A Span 3 Max. Reaction Total(lb) 3302 7688 1950 504 Live(lb) 1498(R1.25) 3031(R1.25) 1105(R1.25) 422(R1.25) Required Brg. Length(in) 1.50(W) 3.45(W) 1.50(W) 1.50(W) Max. Unbraced Length(in) 32 32 32 32 32 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. Parallem(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. ICI-- . 6 -- 1 , o ti , 02 ' --.I . All= Id O _ m I - 6Z1 VBl cri 4 o O N Q 221 w cn co w w< — w I ,, „a", z 1 =- 4 _ ........... . 9 m o , r to m r, ■I �' a 1 w """ ., I t -- � d m v 0 Z rn J C7 i co O o w �erim■��1 7 J O O - 6P1 - LO Lc) cu �-+ A N PI � . . N • 6v1 9v1 , ' � m � T 9 � 7 mar-11"111111"111111111AlgirlinilaAmA6A.S2111,14.111117 . ulinu IHIIII1 • cc �� -� in -'- f- azr J> . N 0 I--- .. 9 , 8 t ( „ 9.6 ti w .-• . � �YQ Q Q UO 3 r. .0 w w to • W CD Z H W ►1 o �- a ▪ >- a o �'1 m • H 7 a x N vi cc tD 0 w rn o CD id H J W O Q U7 O Q to N N 9 , 8 ti � a • 0 U .H Z 0 • H wJ M O U) O Jn Q I-►4 N. J > in <Z t\ �o O O • W �Yv ro QU O < a) • • 1' 4`• .! V.1, t w o > 0 .. •-• to ►.• in . m 0 • V cil < r -In V H —I 1r> C o m (n O H Om H o • a w N N tT • 5.25 "x16" BEAM T _ 1..A. FT4 E..s m 1 FT3 o r - N U) � a CD G) r to - 0D Z o 0 = -I o m ]7 s. rn I,,, A FT2 V rV p 1 1 - I 1 ` •L ,'l' -n cp F T 1 Z . 1 L to 3 f 16' 10 ' i x . ----- - --1 • • ` m r to m m a • OFFICIAL RECORDS VOLUME 3042, PA$E IMO • r� 56.00 FOUND 1/2" FOUND NAIL ! N. 8q 0 . 4 6'20" E. • IRON PIPE DISK LBo3672. • , . . • : 0, ' 0.6' l..C3+� 612 IN GONGR E : . . • .. - 7►z �.co . - MANH•I.ei NOT • .. 6 ` . _ . _ . m , L oGA'IPra) . (� AccESS GGN� WOOD EASEMENT • ) S ry FENCE . r ti 24" x 24'...x,_ M 60.00' q ■ OAK - COLUMN pm t •• i4 "OwK tr C) 44- � �.� NOTE: . ; \c„. O f fir.a ....-- ' LU 1 >- t 2.2L. ■ :ill L. V ' • . 41 0 I s u l •-.1 10 al I � r 7. r 1.1 it h 6 3 V "s4. 0• c K 0 w m 1 + . ; is..E•4►rww . I1.0 / 0 ...? i Q� ° � � Z . � ��i � 7.5'.I.E.A -- i ± 1 .1 EA-155E1 E ,.. ! moo' _..- 0.7' S7UGC•0 • , wo,o' ` /� +^ POINT OF TAN&f NG'" (TYPICAL) - .....- '"-+c • / i • I'O IRON PIPE � 4-�— fRaN PIPE —�� /� 1. °3672 KIM5ERL'r Gt IRON T / f EW& M ( RIS 27.5 UTILITY +ff —O - �WA`r' VARIES, "f' IY ON HALL EASEMENT PARCEL. "H 2.5s../ / G.H. = 5. 26 ° 16'0q" y POUND I/1' a FOUND 1/2" G - 55 • �,q ' IRON PIPE l IRON PIPE LB672 j 1 Le*6672 RADIUS = 40.00' 1°46'20" hl• I5' J.E.A. 1 -- DELTA 52•5a - r" EASEMENT ARG LENeTH = 37.00' • d44 'f.11MEwr - ` ` L I• 000 1 , .°. �� , 0171,° . • � ' � Ii '1 = �^-� 1 0_ ., ° ° r CS ° °0° ° . ° r\,.„.., �o� � o ✓A�\ t rr f � A , i' ��! rr'1► n vi O17 1717° °17 a r �/ r ° I (Certificate °1 � e'o c:11,,,,,;° � f °' r Titu of �/ I e a , .A a Atlantic tar11 — IFlori>�tt �io i r ment of building Jnopertton = This Certificate issued `I t ' ; ° pursuant to the requirements of Section 103.8 of the Southern Standard I I ° : <- Building Code certifying that at the time of issuance this structure a �� a various o re was in compliance t i n ogi, , rdinances regulating building construction or use. F' g. ante with the ' � I ° : ` or th 1 _' e fol �� 0 k A . Use Classification 97 b;itnb Court �� ° Ts Group W _rame T Bldg. Permit No. 92 $2 � � � � �� YPe Construction S�2 Fire District Atlantic ��. , Owner of Building pBD, Inc. Beach � � ° ��% - B Address pBD, Inc. �'� 1 I:A: 9 Address 97 Kiuzbe r Ct. 7 Kimber Ct. : ( � i ;l Locality Atlanic Beach, Fb 32233 \�� I= t 1 Wi l3 a .:.-- By. D0 C. FORD ° a ',.14: Building Official 0 Date: ! — 9 ° �t �. ' `es / I I ( I 1 ' ill k, POST IN A CONSPICUOUS PLACE 1 ��° :‘L.,./4:6 � '� F?��:' /��J %�_�.,�e�_f.0 °moo° ;, 4 0 L. °.o — �� ° . 0170.. L � 1a ADDRESS 9 7 BUILDING PERMIT NUMBER J-2 INSPECTIONS: FOOTING FL/ UNDER SLAB PLUMBING SLAB //- r 947/ FRAMING /7 7 2- 5 COVER -UP / D..- 9r INSULATION L / / - FINAL BUILDING 1- CERTIFICATE OF OCCUPANCY 9 -2 Q ELECTRICAL PERMIT # '9(3 9 INSPECTIONS ROUGH // /L - FINAL 9 MECHANICAL PERMIT # 9e g PLUMBING PERMIT # 9 9 / c - ..) y S� NOTES: e a / - / 4 S Po - /o! 3 P /c - -c /o 9 3 G 2d u ni d /r7, c 9 • • I/ s 1 . -I, g:1 > ll -wa t to t e II; t. t � :' 4 0 )1 !‘ Z g. t rm . i . RI, 14 I & y� 0 k � ti 3 bZ 2 • %, , N , AD Z t , 1 ' . c (I) C 41 t‘ P 5 $ -,3 ( 1 ; „„ .0. 6 4 () 'I , A , :. ,. F., p 00414/ 441 1414,4,.4:.2 , 44i r it.t4A a:._.l«kM w;44fi.4:i., N.v: ,,,, w....r....c:.4..441 "4 L .... ... .u, ... • w:w »,u+n. n« r ...®....,.,.. , . ...-- ... , I ,.,.,.:,, .:., t r iij . . - n -v D �, PbL o .. . , ., x (3) ,, J i t F _ t v, .z.li. D � I ij li p 13%0 9 t .1i • . 1k; R .(1: 1,9 ° 4 it ; . I ?4' q si ; IA \V . - t *le t , `,,, A e [ M V1 ! 1 . % X " Lm " - t -t ; 46.:gt,,,.. ,k 1.) L ip � 7 �$ • '` - �-' D C) \ t ° k M - i F i .. il 0 1 , . g 4 r 1 . .4 ft ni i P 0, - o > 2 1 ;i !!1 up . P 6" AR - t f .. ._._ . ... ...... . , _ __ 960 PSP• DEPARTMENT OF BUILDING i CITY OF 'ATLANTIC BEACH � t�R, T�i�"ttRt�lAT I. _ .. - .. yp � PN unb �> FOR T6OC?tt """ ddreS$ : 97 L I( I4BERLY 1C BE COUR p Pel r X t Ty p A!'AI TA. _.: ...3..2....2 3 .,....3.._ Pe: t TYPe • - ION ONLY L DescRiPTio ytrr* .. LE0AB1zk" B` ` I of at . ReO iar c�ristr . TyP ; ttt013 To�hg s d �`t3 e a R 1 Cb ` gA tIAY .ubdiviSio Y TUFFANY BY THE SEA Dv I n9 : 1' Gocii O . 00 Esti tted. Val l .00 Intl;r av w. C 0 +25.'0 1 $25.00 e � �; � , ' ', „„ P� .- - A PPLtCA T t N FEES - .�-. �, ,T ON FE 25.00 R Y� AT ►ACT `EE � y y y yw /Q a� �”' " +� '� pJ , 4 p g r , � a ; �L'.3 #1 i - s x . k 7 La tk. rS� P � V F ' ' " � � I Y ,' �!° �7�' T' j - ` � 'ill,/ a� a aU` �.: l } T R ET /TAP o . ot) ' .g R/1/4D01,4 GAS- H:R.S. $I'�.t?D l A i01 CA$ 5% $I! I3D �: __ C 1A OT CAP"IA Tt1PRtOVE. Z Hite „ 4, SEWER 'SAP A r, ss ; 8 t ry . FL O RYDA 32233 C ROSS CON ECT It N , � w tA.Re t ,, NQTEE. NOTICE -- ALL CONCRETE FORMS AND FOOTINGS M B E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE r $uIt:'LfitNia MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'BE PLACED IN PUBLIC SPACE) AND MU BE t CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 'r ITH THE MECHANICS' LIEN LAW CAN RESULT IN g. � FA�l.URE TO COMPLY 1N R PAYING TWICE FOR BUILDING IMPROVEMENTS." THE PROPERTY OWNER PERMIT AND SUBJECT TO R €VOCATION" FOR ISSUED ACCOR TO APPROVED PLANS WHICH A PART OF THIS VIOLATI £ F. A P PL1CABL E PR?V #IONS OF LAW. 9PI� k/- � Rf ATLANTIC = ACH BUILD' G 9 E RTMENT s,' r A k 8282 Hfarj } i 4 `Ii .` fi t DEPAR1 MENT BUI A CNti C {TY OF ATLANT BEACH �.... PE M ' NFOI MAC ON >.�� .:» _.. >...... L •CATION INFORMATION — >•. w Pert N ber= 9 282 address: 9 K IMBERLY COt1 RT ermit BUILDING ATLANTIC BEA P'LO1 IDA 32233 1; l of Works NEB ._» ----- L EGAI, DESCRIPTION >.._> cons t r x Type* R W00I ?RI/04E mat : 1,7 B o k s Section s Frc� oSed Use ; BIN tGLE ,.FAMILY Townlship x RNQ : 0 DWe I Inc s 1 Cade; 0 atabd via on s TIFFANY BY TIDE SEA � i t ed Value: 180f '9`.tO aV. Cost t . £?�? �: 'To . ' ,, ., � $1532 3 otx.zzt " "` $1 ry v .. t , , '''' 111. ' ,, `..,,N14,11.'e,r"O' ,,,I,i,,„,..,.. i.t.,440,4, , - ,, ,,u,' ..---;e:4,..,46, . 4. e" — .,' TI i r, APPI.I C ATI4N PE .,.,.� r i, — — —',"'"""-' . ; ,r - ;, , ,,,.4 ,, 4 ...,,,, ..... i(Ey , ,,,,,),4„'4,''.,,, ..x , f , r' .1' 4e olia.„,,tri-rf,,, A, TAF' � � . D.A0ON OAS MH R . E . S, , 0I I ii > -- C NA . � O TioN - — RADON CAE' 5% $ . - , e' . aw i � ., CAPITAL IMPROVE �� 325 00 c s s 8 5 tI � , LA E SEM.E +t TAP 0. Ott ,A.' L. EACH `LOHIDA 32233 CR�S'S C+ NNEC $ $ $ . CO. -/ G(a e s ' YP c SQ n4pACT FED l'" � �k :a z3k , , :. 1 . x m ",,,k111, a. 7"zr °... �e. ., �s'b+f��„ road �+ y"n � ��- ....: „;;a+ .# M 2 fi e ar !"I S CARO ' ATL'. BG"H_. �` a � ., , ,. NOS ; 1 ;:,..'',`,''' -,- ' ' ' ' ' :, ,.,,s, Nt3TICE --ALL CONCR FORMS AN FOOTING MUST BE • INSPECTED BEFORE POURING fly " PERMI V OID SIX MONTHS AFTER DATE OF ISSUE , : B Q ING MATERJAL, RUBBISH AND DEBRIS FR THIS WORK MUST NOTE BE PLACE IN PUBLI SPACE, AND MUST Be RED UP AND HAULED A WAY BY EITHER CONTRACTOR OR OWNER L ILLJR E TD C E" M IIPLY WITH THE MECHANICS' LIEN LAW CAN RES ULT T L PRO PERTY `WNER 'PAYI N G TWI FOR BUILDING IMPROVEMENTS." t1ED ACC © RQING TO RPPROVED FLANS WH ARE PAR OF THIS P ERMIT AND SUBJE TO RE VOCATION FI IRS TLON OF'1APPUCA P R OVISIONS ,OF LAW, , \ IA ATL J±iTIC B A CH BUILDING D P� RTM T � ItI6. f mitt?: it /t}t134 E?l Rcpts 44 ? f0� ✓. �', r t CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: A- 1 19 /l IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 4 4 0 —/ZW/ / -- 0-e.a-c- Ca'-,4._,./ ,-,, 1.---...-t /,, (1 - - - - - 4 - ELECTRICAL FIRM: MASTER ELECTRI IAN SIGNATURE JOURNEYMAN NAME X , 4 2- - , rNi 4 - L C-- ADDRESS: 5 " / A C- RFD BOX BLDG. SIZE BETWEEN: • RES. APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDIT N ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( 1 INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) / S- op SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31•100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER 1 APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 l OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS (/ . / / L_ cif / MISCELLANEOUS Sw 1�f /0 ,..le.-- a P t)'° I II lI I . P.02/32 OF Atv�t 5716 ST. AUGUSTINE RD. JACKSONV ILLE,FL:32207 April 11, 1995 Mr. Don Ford City of Atlantic Beach Eullding and Zoning Department Dear Mr. Ford: Please allow XIRXSEY ELECTRIC to use our Permit 19516. r Permit on 97 Kimberly As p agreement with the builder we are not job. going o g finish the Thank you for Your cooperation in this matter. Sincerely, UNITED ELECTRIC COMPANY OF JAX 1 John E. Griffin, Jr. President pg APR 11 1995 Building and Zoning t 9 ITY OF ATLANTIC BEACH, FLORIDA Approved by 1 1 APPLICATION FOR ELECTRICAL PERMIT cC '575 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. A vz ; rk - r Sty /e cfr ELECTRICAL FIRM:/ MASTER ELECTRICIAN SIGNATUR - JOURNEYMAN NAME. nit' 4r5. - ADDRESS:, r 7 7 1 1 VPO� (' C RFD BOX BLDG. SIZE BETWEEN: RES. (V) APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( ) OLD ( 1 REW. ( ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SQ. FT. a FEE SERVICE: NEW INCREASE ( 1 REPAIR ( 1 /' 1 CONDUCTOR SIZE 4 0 AMPS �0 0 COPPER ( 1 ALUM. {/ ) SWITCH OR BREAKER 19-O AMPS I PH W °g VOLT 3 if RACEWAY EXIST. SERVy SIZE AMPS , PH W VOLT _ RACEWAY FEEDERS NO. ' SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS ' CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. 81•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF: AIR • H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 1111 93 .2_ CITY OF ATLANTIC BEACH, FLORIDA ,...- -- Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1) - , 19 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. U k),- 1 e thi I a ' ELECTRICAL FIRM: T ER ELECTRICI N SIGNATU E JOURNEYMAN NAME C ADDRESS: a i 1 K' n^,�e I �` RFD BOX BLDG. StZE a� o� a s 1 BETWEEN: , RES. (I/ APT. 1 ) COMM. ( 1 • PUBL4 ) INDUS. 1 ) NEW 11.K OLD ( 1 REW. ( 1 ADDITION ( 1 TRAILER ( )) T P. ( 1 SI e NS ( ) SO. FT. SERVICE: NEW ( INCREAS REPA IU ) FEE CONDUCTOR SIZE L1 / Q • PS ° COPPER ( 1 ALUM. ( rl SWITCH OR BREAKER • AMPS 3 W 4) V °VOLT Cc. W l L RACEWAY EXIST. SERV. SIZE PH W VOLT RACEWAY FEEDERS N • SIZE )• osi. S IZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN TOTAL RECEPTACLES tZ... EALED OPEN TOTAL 10.S0 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. 1 OVER • APPLIANCES 1 BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW -HEAT • 0-1 OVER MOTORS H.P. 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 1 A___ — FORWARDED $ TOTAL FEES UNITED ELECTRIC COMPANY 5716 ST AUGUSTINE ROAD JACKSONVILLE,FL. 32207 April 11,1995 Mr. Don Ford City of Atlantic Beach Building & Zonning Dept. PERMIT # 9516 97 Kimberly Court Please allow Kirksey Electric to use this same permit, as we are not going to finish this project. Thanking you for your cooperation in this matter. )3 Bower Jefferies, United Electric Company of Jacksonville APR 1 3 1995 Building and Zoning PSR' 10136 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT IN?ORMATION - - -- LOCATION INFORMATION Permit rmi Number: 10136 AddrGsz 9? - KIMBERLY COURT. E r t Type : IWII4HIN+ POOL ATLANTIC BEACH # FLORIDA 32233 t lass of Work NIA LEGAL DESCRIPTION - ou :tr Type CONCRETE Lott 18 B1a k.: Sect a, Proposed Use: POOL/SPA Township: RNe3: Dw l 1 itigs : I Cadet 0 Su di.vi aozi: TIFFANY BY THE SEA Estimated Value: $11000.00 Improv . Cost $0.00 Total Fees $30.00 Alit ° Atd $ 30 0 0 Da 1 7 U15/ 95 Nock 1 fi 4 411 SW IMMING POOL PER PLANS 43fttair It3N 4, 44 - -44 _ APPLICATION FEES -�_ PERMIT $30 00 Add revs I~RI;Y COURT WAT' A IMPACT FEE S $0 :00 CI-3 , FLORA -x3 3,3 F� 1 A F ° 2 n~ 1 ,� "t - > .y. RADON GAS - R.RaS. $0r00 _ T 1 N FORMAT ON - - - - - - RADON CAB 5 $ D : 00 Name S'UP tQR tits IG t POci,s,„S E, SPAS CAPITAL IMPROVE $0,00 Add .,ts = -: '` " "r` l.ti.,; .q.,,. . , a3�Fi` e., .- .. �_.p ,,• 3AO � . I LLE, PLOIRI?A 32259 CROSS ,CONNECTION SO 00 L1 +ems e; PDOj .8 Type : 0 SEC H IMPACT FEE . }C CONST SUJR CHAAP.OE S 0e,„0 NOTES: NOTICE - ALL CONCRETE FORMS AND FOOTINGS 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 "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN-RESULT IN THE PROPERTY OWNER PAYING TWICE FOR THE BUILDING 'IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCTION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPA - TMSANT 000000000 000000000 $30:00, 14 date! 5/15!95 01 . Wit: 0054 By: - .w i ` 7u ,✓ a 56.00' FOUND 1/2" FOUND NAIL 4 N. S ° 4b , '2O" O PI P DISK L ©3672.._ • : 0. 1 4 0.8 • IN CONCRETE -} . , —�. � ,, • PL )' YVD de> ..-.6,c.. .,L . . " O ACCESS N • (MANHOLES NOT , LOCATED) . • . .. b • • I i WOOD u EASEMENT • CONC PE it .. _ I cv FENCE " q OAK 24' x 24 ■ N '� i 4 "oa►c N STUCCO 5 COLUMN l,•� Ve o (TYPICAL) m n C.) z 1 1 /. r 0 NOTE: 0 — v . tl e< 0 ' ) * 0 _.7s �: O }- 2.2 D d I z l 0 W I _ / 4 3 m dr 4- / h7 N D Q ° — ` O I f1LC}GI O 41- 1,.._t � ' q I ,cpu.../c,A- no�ri O Poi ( � 4 , o 'm Crr oo) 75' J.E.A �W _ - FMFN ? X III .. N . --- Z N ti / 1 POI NT O F • TANGE V 1 0.1' STUCCO 2o.p / v , NALL I FOUND I/2 ' cr • IRON PIPE I II (TYPICAL) � � / L3 #3b12 K 1 MSERL.' WROUSHT IRON ( RIC HT -OE - -! -1AY VARIE`. FENCE W 1 2 UTILITY PARGE. ON ALL EASEMENT ' 2.5' 1 G.B. = 5. 26°16 FOUND 1/2" • ( • FOUND I /2" (' _ 35 .C , J Q I IRON PIPE I IRON PIPE LB 4 36 - 12 I LB4*._3612 RADIUS = 40.00' I5' J.E.A. \ DELTA = 52 °5q'37" 5. �jq °£•u 1 20 11 H. i EASEMENT Cs � ARC LENGTH = 37.00' 40.081 5 '".....u,.,o ,e' EASEMENT `\ . , o. tt v5 L 0, p . '''' - ' , co ° � � & �" ` 7 MAY 10 1995 pt 7 Or% X5 1 Building and Zoning IN • 2 , , 56.00' FOUND 1/2" • FOUND NAIL 4 N. S °4b' � . N IRON PIPE o LE-34t36-72-:!— DISK LB #3b72 • . • ' . 0.7' '12� 0. 8 \ f IN CONCRETE . •. 15':2` i `-`''r'Y'eab ,. ' . (MANHOLES NOT I 6 : - 01 ....... /ti�i�i�f ' s , LOCATED) • - ` L _ WOOG; --: C _• I �y FENCE u) EASEMENT I 2 �� " . 1' � K, � 60.00' m 24 x 24 po I m q" OAK m STUCCO 1 COLUMN . -e 4 r , / L (TYPICAL) m In It 0 C) 1 1 /3. s' NOTE: 6 - 4 ( Lu 1-- ,..5 a O ° ` �' �' ` ILI 2.2' CL, < .,,,,, \-, (.1. ..6.... ktA h A !± LL-1 1 1.' ' GO./G,1ZE T.E O �� O BL o 1 _ Q i Facin/0.4 0 16l Q c nn - (� 0 i • : 0,.o.) m �, 75' J.E.A - -Z Z -- Q '4 , v Q - q _ _ i i ' PMPNT Q 0 W 2 Q ( is O. r -- X Z I I , t� � .b.4' POINT OF -+ / TANGENCY / 0.7' STUGGO • 2aO / .POUND I/2 I (TYPICAL) 1 �' - P - ` 4 ' IPDN PIPE `-.-/ / L3#3b-12 K1 MBERL' -,\ , i. - : WROUGHT IRON m / . '- ( RIGHT -OE -WAY VARIE`. FENCE 275' UTILITY P�.RGE. ON WALL I ' EASEMENT 25' I ` - C.E3. = J. 2S ° I S'0 Ei FOUND I/2" • (c) , FOUND 1/2" l.�.f. = 35.67ci 1 IRON PIPE IRON PIPE LB#3672 • LB #3672 RADIUS = 40.00' ' l5' J.E.A. 1 DELTA = 52 °59'31" 5. 8q o 46'20" 1^1. j EASEMENT \ c. ARC LENGTH = 3 .00' 40.08' 5. 4 ,.,« /O Sr.,.4.OG` ...a, ,,,,,e... - \ L O T IS N :3 ;;^ AY 10 1995 Building and Zoning ._.. ... UPEPIOI. DECJC POOL 0 &PA& INC. .. " ' "Our Name 8ay8 It All ,1 k .._._. ►�Y 1 t ligglaTIEM �; _ • ' .wilding and Zoning • • • • a co > N • o • a, • H 111 /I: H O C2) U) C,; > O O H " a r'1 z < H ILI U E -+r- cn W ra . Z cY r,., U U r • Z Q H O ..z. !. O R+1 R, CJ rl: ow �., • te a, • a 7 • rI • • rLl a, M r .� e � E-4 < < E-+ Iw �H a E O U 'H (I) H H Cn . 0 E-' rn U) cn a 14 U) u w • o W Cl O O a1 E' as E' a U 4 x a (-:' • ›' b O ,‹ . :>+ ro a) Cn a, • E • • xIr U w C Cn H U f U = O O O O al 4.1 o 1 -1 U U) ■ N • H � < H • > r.4 W or .-- J E' \ H _ E' UJ Z > I • Qca ,moo 1 - 1 a \ a 0 KC CO a) . D r4 cz P. % r4 H N Cr) U W U x o . G] W O r4 1r Ix ; P4 W W Z H H H V) O H r H E-+ I-1 W H �-1 U) ,-7 14 UH U 170 K • < W W a• Pi .. W x W H O z Q 4..) Ix V) r4 44 O . • — 111 ■ y 122 State Road 13 • Jacksonville, FL 32259 • (904) 287-4724 \LIC. NCPC048228 • N RPO035628 ,. .. UP DIN p oo P INC. ' Name eSay& It All " Riggs:pi/1g k----)kqH >1 1 ; . _ m MAY 10 1995 • � Build and Zoning Q G] co y N O • IkS • W H W a KC H O • Q c,; .'� > 0 O o f_{ r1. o • cn a, CD c,7 . z a, (-1 Z • rt H W U E- E'-, E- • f, v) w w (i, U U W • Z 0 E-I O z, CL OO 6V R, U rl: rZ • oar ,-1 c.D mot' a ,-1 ' ti i GL, a x f� Q H U v1 \ U V) Z \) O cn 0 a, Q a CD w • • E� • •-IN H x . > ' rt E-+ 1 far \ H ,-1 E o U' , F+ cn ,7., H N. H cn . 0 E-4 cn .. • v) up r4 a(/) u w •o w Q O O W E- a E-+ a U >+ O W .I_t cn v 1 CL., 0 M • a Q [17 a) 1 w . O F >r x •xa U a C+ cn H W Z U Z � CQ W W H U C4 to :s 1-+ O cn Ill N • 0 � , ( O 0 G- W ,- .t .t E' H H > Z 0Qa �` p a 1 < 0 a) .>w D G. 0 \ a • d N rx W; H CT) U W U C4 0 . 0 W Z R 014 CD .�.t t P4 W Z H H H V1 O H H E+ ,-1 W H ■-7 V) I-1 S 1 U H O - o z G -7W ri,.. W�.W HO . 1 , - III ■- y 122 State Road 13 • Jacksonville, FL 32259 • (904) 287-4724 \uC. W CPCO4) 22 • NRP0035G28 ayes ouubao 33Y! nol 91au ww o: 4p 0 rn + aui Sf 7 w0041 t SOE ! R MwG) 9oi:71 UUr T } I • • • , s :• y • • • • 3'1VD8 - 31V0 AS 09H03140 • S6SZ-IZZ 006) 31va AS 031nnD?VD PZLtrLB; 106) 6SZZE YQIa01. 311IANOS)43dr Jo ON 133HS et pima auras ZZI • ear • 3UJ 'sVdg TR stood u2isad lomedng Z0 39Vd 100d N9IS3Q 60ld3d11S SZLVLSZ006 09:01 5661/LL/90 Return lo: (enclose self - addressed stamped envelope) NOTICE OF COMMENCEMENT RAMCO FORM 4C- Name: FS 713.13 n Addwss Q a a This Instrument Prepared by: A Address: Property Appraisers Parcel Identification (Folio) Number(s): SPACE ABOVE THIS LINE FOR PROCESSING DATA - SPACE ABOVE THIS LINE FOR RECORDING DATA Permit No. NOTICE OF COMMENCEMENT State of Florida County of ) The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal, description of property (include Street Address, If available) /O General description of Improvements rr 1 0 Owner a '1- - -- — - - - - -- - -- Address Q i ' r — Owner's interest in site of the im rovement Fee Simple Title holder (if other than owner) • Name -- —_ - -- - -- -- i - -- Address Contractor s �, tr ,� r` — j ? t f /L) a^ - — 1 v 1 (Z l S' Address /sp ra L C 1 3 _ 3 -�tQ Surety Address --- . - - -___ . -- _ _. - -- __ -_ -___ _ Amount of bond S _ -- Any person making a loan for the construction of the improvements: Name _ Address j Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.1 (1)(a)7. Florida Statutes. Name Address -- In addition to himself, owner designates Of — to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is specified). Sworn to and ubscribed_.before me this ' Signature of Owner day of - 7r_ � I - -.. — + 19 �s • r , _ _ �� _ _- _ Panted Signature of Owner Notary ,.i• at e Printed Notai Signature My Commission expires: /y /Cf c , 1- AE-9- . . . Eiggla 17{-qj CITY OF ATLANTIC BEACH iV1AY 1 c 1995 APPLICATION FOR POOL PERMIPuilding and Zoning Job Address / 7 1 e r m `l•- Let # /P Dlo # Subdivision ; ` / a' jr, c Owner / r- Pc { wi( . Address 9 7 r M b -r ( Contractor , / S �C./ eeC° s c Q w ? t Address 1 t--S Y G License number eR F 0 - 3 S c Valuation $ fl, MO Gallons 4 i (9(-90 S ITE PLAN front DI w (D "! P P R Q �� o �Fo% I 0., et O LNG �' ' '' r � � i 0 rear Vi • Signature Owner y j41 Ip is- Iir Date 9,c r Signature Contract �'r �f� Date 7 v S-- -,S-- I STOP WORK Atlantic Beach JURISDICTION OFFICE OF BUILDING OFFICIAL NOTICE This building has been inspected and General Construction " 'game 1r Concrete, Masonry and Finish Cement Work LI Lathing ❑ Plastering ❑ Elevators Ell Plumbing LJ Mechanical Work El Electric Wiring El Gas Piping IS NOT ACCEPTED Please correct as noted below before any further work is done. - NOTE - r AG • 1 . at) Date Do Not Remove This Notice Inspector DETACH Ad Bring this Portion of Card With You Location: gt 7 ri 1 M a g tt L y L a T" Date r*,6 7 5 J URISDIC TION Q.) Rot 1 NSPECTO PS8-3844 09820 ry � DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION - - - LOCATION INFORMATION - - Permit Number: 9$20 Address. 97 KIMBERLY COURT Permit Type: MEC13ANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW LEGAL DESCRIPTION - Constr, Type: WOOD FRAME Lot: Black: Se Proposed Use: SINGLE FAMILY Township: RNG: 0 Dwellings: 1 Cadet 0 Subdivision: "TIFFANY BY THE SEA Estimated Value: $0.00 Improv. v Cost $0.00 Tota ' s9 ` $51.00 Amoun- r�� + F ' �; ;� $51,. 00 Da t. a,, 9 ' �; 13/ 9 Work Te e :, f � * V - t'EN t1 TRAL NEAT A AIR IN NEW RESIDENCE +�*.'"' ,'',17; k i d �uz,''r ; + " A L I O - ,w. +. w..r, - *,.. . i'i. PIA de T ION FEES - '�' - dame R �+ x N -) ERM7T $51 .00 Address c ` ", I RLY COURT ,,,I+WATER, IMEA �T., FEE ) , 0.0'L *' T D B CI : FLORIDA' 522'33 . , .SEWE , !M � ", FEE 0 Phone 24 251 WATER METER /TAP $0.00 i RADON GAS -H . R . S. $ 0.00 - - CO' N°TR OR INFORMA IQN - RADON CAB 5% SLR 00 Namel �E T"AT E HT,,, ..AIR OAP1T' L "tMPROVE SO 00 Address : 1 4'7 `'ANTI C BLVD SEWER TAP $0:00 P' * FLORIDA 32233 CROSS CONNECTION -$0.00 Lenses ,t Type: 3 SEC H IMPACT FEE $0 00 �T ,,, r, l , ` ;k , ,,,,,, F °. ,, ,. , ST.:& F AR 1 , 93 , $ 1 C0 SCHARGE/ATL , BCH 0 0 NOTES: NOTICE -- ALL CONCRETE FORMS AND FOOTINGS 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 "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FOR THE BUILDING IMPROVEMENTS" ISS4JED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJ TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, ATLANTIC B EACH B UILDING DEPARTMENT 000000000 000000000 X51.00 14 R " - ~- ._ _ Date: 3/13/95 01 Rept: 0031508 • By: ` ,..,€ / r 1 2 / so � t 9 r - 1000 .. 439f1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC •EACH, FLORIDA atass (-11‘' \ 4 C ° APPLICATION FOR MECHANICAL PERMIT CALL -IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. '' 97/ (21. LOCATION Street Address: .�.s. OF Intersecting Streets: Between Aed WILDING Sub - division II. 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 kn accordance with the attacked plans and specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nem. of Mechanical /� J Conbaeten ,�j Ceetrecte► (Print) as (..I `c 'q r e Master CA c...sC? . ts' Nome Property Owner /J • 0 Property Property �!/ Si of Owner 4 �� - , ^ Signature .I Aatberi•ed Agent ` ` " -' .t Architect a Engineer _ t . 111. GEN N • ► ,,- A. Type beefing feel: 8. /„.... If OTHER CONSTRUCTION OILING DONE ON , ) .ife • THIS WILDING OR SITE f )/(0 O Gas — 43 LP 0 Natant 0 Goebel Utility O OS 1F )Ill GIVE NUMf P CONSTRUCTIOM PERMITa O �� O Other — Specify IV. MICMANICAL UQUMMINT TO M INSTAUIID NATURE OP WORK (Provide complete list of co*ponents oa b.c# of Mks form) A Residential or 0 Commercial A, Heat 0 Spero 0 Reamed C. Caroni 0 pier 0 New Building 11'` Cemi rcf stieeing: O Reerm ti 1 1r Existing Building A I C , System: Meteros nr (1 >QA alkl / 44 0 Re p l aceme nt of existing InO system bleakness tepidly � oo a,f X New Installation (No system previously Installed) i O Rebpentien Q Extension or add-on to existing system O Cooling tower: Capacity ❑ Other — Specify tt O Are sprinklers: Number of l' O Elmo r 0 M.elih 0 Eseelat.r_._.___..........(mwlber) O Gesoliie. pump (earmb.r) THIS SPACE Pat arcs us. (mix O T (twmb.r) Ia.aL.r) O LPG amteisem Unfit O Dittoed presume room O Bean Permit Approver by t>,.•___ O Olbar — Specify Permit r.. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number van :11° Model M amba . leumitaeterer I 'q ft ( C / 0172/0111.-1 ;DES 73055. ` iz - m- ya GENERAL NOTES HEBEL BLOCK WALL CONSTRUCTION 1 ' K k M t C 0(L -y 1, T 1. Loads acting on building in accordance with Standard Building Code Criteria: Wind: /O miles per hour (mph) basic wind speed, with appropriate load coefficients Roof: Dead Loads: Shingle or metal roof membrane at 6 pounds per square foot (psf). w - Tile roof membrane, additional loading at 15 psf. - Ceiling system at 6 psf. ti Live Loads: - Flat roofs at 20 psf. - To 12/4 pitch 18 psf. To 12/12 pitch 16 psf. Floors: Dead Loads: - Wood framing, plywood decking, and gypboard ceiling at 12 psf. - Precast hollow -core panels w/ 2" light- weight topping at 72 psf. Live Loads: - Residential living areas at 40 psf. - Residential sleeping areas at 30 psf. 2. Use only Hebel block and mortar materials placed in accordance with the published Hebel Technical Manual requirements and details. 3. Where indicated use concrete masonry units meeting the requirements of ASTM C 90, " Standard Specification for Hollow Load- Bearing Concrete Masonry ". Use only type M mortar having a minimum strength of 2,400 psi. 4. Fill lintels and bond beams with type M mortar having a minimum compressive strength of 2,400 psi./ 5. Where indicated, use tension tie reinforcing bars meeting requirements of ASTM A 615, "Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement. Lap all bars a minimum of 40 bar diameters or use internally threaded couplers as manufactured by ERICO Products, Inc., or equal. 6. Use running -bond block construction throughout, key all masonry joints at wall corners and intersections. Rake -back block construction when turning wall corners, do not terminate block construction in a "saw- tooth" configuration. 7. Sketches submitted herewith were prepared relative to the use of Hebel block wall construction only. Completed project drawings and specifications should be reviewed by a licensed structural engineer or qualified licensed architect to assure adequacy of the completed structure, compliance with building code requirements, and proper connections between the Hebel block materials and other structural components. 8. A representative of Hebel Southeast, Inc. may visit the project site to assure construction techniques and practices applicable to Hebel products meet these and other applicable product use requirements. A EAM ANCHOR �. DEwo7Es - �AM air OTHERS V TENS Ioiv 77E A DENOTES 7 © TEivsIonv .T/ _�, © CoNT/NU oU S \sn�":- SON D BEA11 - .° ALL AROUND i4 \ 1 `V \ L , i l l I / :: _--- \ Illi ' 1 . 4_ ---- '. � A ` s ° � ©` 1/ DEEP 1 I ON TEL CONTINUOUS o - N N, CON TiN SON ii 3 EAH co 1 1 ALL AROUND M O f o ,.. ..1; ' .'kt• I : • AIL lir .. i:' ROOF TRUSS ANCHOR STRAP , . . .-1 k b /1 / . / . - �ji �oUBL 6 P(�.)N K LE RESIDENCE PLArE ATLANTIC BEACH F 93 085 sz _ D E 06 /9L TOP I S FOR TRUSS ANCHOR (IE ANCHORS B'TWN TIES NOT SHOWN) CONTINUOUS BOND BEAM 2 — #5 BAR, LAP 25" MIN. o BEND 90' / LAP 25" AT L CORNERS, FILL WITH - Noe Ai AloRT,6, II ( 2 ,01) flooz oR Ala- /FeAm , x, 4252 e) O w m a II J > W m = W _ `. , TENSION — TIE 00 j #5 REINF. BAR W/ THREADED COUPLING AS REQ'D FOR 1 II 7 CONSTRUCTION STD. 90' HOOK INTO FOUNDATION b. SEE ARCHITECT'S DRAWINGS . N • ° o FOR FOUNDATION. PROVIDE FOR TENSION — TIE EMBEDMENT o OF 12" + 90' x 6" HOOK AND A MASS OF 250 lbs. /LIN. FT. o • ° ° o V TENSION TIE A - __ EXTERIOR WALL i'; 1 1 » =1' -O» TITLE : TENSION TIE EXTERIOR WALL PROJECT NUMBER: 93085. ..5 NUMBER : H0001 i SCALE 1" = 1' -0" . SPRINKLE RE5 /De A/C 4- DATE : 11 -03 -94 JOB : HEBEL BLOCK DETAILS f� /C �EiiCf/ EL . REVISION: DEC' 06 /%9 �, _.. _ _.- __ ROOF FRAMING NJ TOP FPS FOR TRUSS ANCHOR ( IE ANCHORS B'TWN TIES NOT SHOWN) CONTINUOUS BOND BEAM FLOOR FRAMING BEARING •` 2 — #5 BAR, LAP 25" MIN. BEND 90 / LAP 25 " AT r CORNERS, FILL WITH t1r) TYPE —M MORTAR ' Y U (/) O W m ET W = U _ ` TENSION —TIE #5 REINF. BAR W/ THREADED COUPLING AS REQ'D FOR CONSTRUCTION STD. 90' HOOK INTO FOUNDATION • SEE ARCHITECT'S DRAWINGS 'N. • ° FOR FOUNDATION. PROVIDE FOR TENSION — TIE EMBEDMENT OF 12" + 90' x 6" HOOK AND A MASS OF 250 Ibs. /LIN. FT. • TENSION TIE A •_ EXTERIOR WALL Z1" = i' -0" �1r TITLE : TENSION TIE EXTERIOR WALL NUMBER : H0001 SCALE 1" = 1' -0" SPA' /NKLE APES /DFNCE DATE : 11 -03 -94 4R__ AN n AC A/ . JOB : HEBEL BLOCK DETAILS REVISION: 1 gq30867 ? ,,DEC. 06 714' CONTINUOUS TRUSS /FRAMING ANCHOR BOLTS ANCHOR PLATE 2 -2x6 US SET 1/2" DIA. x 8 " +2" HOOK FLUSH W/ INSIDE FACE OF ASTM A -307 W/ 2" DIA. LBOCK. LAP AT WALL willilli WASHER. CORNERS "' SPACE BOLTS AT 46 6/C. FASTEN ROOF FRAMING ON CONTINUOUS BOND BEAM EXTERIOR EDGE OF BOTTOM R'S 2—#5 BARS LAP 25" MIN., . (L!i? A.00€ FROM /MJt. 4 5oi/ BEND 90' /LAP 25" AT ;...•,..V : CORNERS, FILL WITH :.}t•: '' TYPE A4 Mozr�e . Y s. DOUBLE a a B PLATE ANCHOR 6944 • • 1 1/2" = 1' -0" TITL. • DOUBLE PLATE ANCHOR . NUUN B �' /N�CL � �� /D�"NCE q R : H0006 - 7,- T ' s : 1-1/2" = 1' - 0" ATZANT/C BEACH, FL. DAT . 03 -23 -94 JOB : HEBEL BLOCK DETAILS 930867,5 DE o6/7 REVISION : - - SIMPSON "H" HURRICANE ANCHOR "H- 6 "/"H -7 ", OR EQUAL FOR 1500# TOTAL UPLIFT CAPACITY. FASTEN AROUND BOND BEAM REINF. NAIL TO TRUSS PER MFGR'S. SPECIFICATIONS. \ \ \ :::•). - • Z . f^ • CONTINUOUS BOND BEAM • 2 -#5 BARS LAP 25" MIN., BEND 90'/LAP 25" AT CORNERS, FILL WITH 7YPC- M M OR.TA /2.. ROOF TRUSS a C ANCHOR STRAP Gti \ • 1 1/2" = 1' -0" TJTLE : ROOF TRUSS ANCHOR STRAP NUMBER : H0004 sPRIA//<LE \Res/DENCE [DATE: ARA h/T L ACH, 03 -23 -94 REVISION : HEBEL BLOCK DETAILS q3 0061 .52 0 06/79 CONTINUOUS BOND BEAM 2 —#5 BARS LAP 25" MIN., BEND 9O7LAP 25" AT CORNERS, FILL WITH T` /PE F1 MORTAR SEE DETAIL e ` NI LINTEL • 2-15 BARS, LAP r.;:::� • 25 MIN., FILL WITH T/PE M MORTA.• �; • . ` . • • •s 1. EXTEND LINTEL 2' PAST CLEAR OPENING. 2. WITHIN 2' OF A WALL CORNER, EXTEND LINTEL REINFORCING AROUND THE CORNER, BEND 90' AND LAP 25" MINIMUM WITH CONTINUING #5 BARS, 3. USE THIS LINTEL FOR ALL OPENINGS GREATER THAN 6'. E - 20" DEEP LINTEL • 1 1/2- = 1' -0" .TITLE V DEEP LINTEL NUMBER ; H0003 SPRWKL E / f5 /OENC E SCALE : 1 -1/2" = 1' -0" /I T/ANT/C x L C,'1, 2 . DATE : 03 - 23 - 94 REVISION : HEBEL BLOCK DETAILS 9305 5. 6 001 WOOD BEAM LAMINATED OR LVL TYPE MEMBER, NOTCH /DRILL TENSION 11E • SIMPSON CS300, GALVANIZED WRAP AROUND 2x PLATES AND LAP OVER WOOD BEAM. FASTED W/ 10 -10d NAILS EACH. 2x TOP I 'S (AS REQUIRED) 7 •.••• . •• . . , . . . . - 7-- ...:. — .----. 7 17 . . . .... ... . •• •...• . .• . . • •.......•. • • . .. .•... . , - ....... .. •.. . . 2 -2x PLATES . .. . • - . - • LATES • • TENSION TiE. . • • . , . SEE PLAN . 1111111Pw • REBEL "U" BLOCK MORTAR FILL WITH ' 1 1 WOO' BEAM ANCHOR iii c.0 1 • 1 1/2- = 1' -0" TITLE : SEATlTIE —DOWN FOR WOOD BEAM -- — — NUMBER : H000 f, //V KLE RES /D/ /\ /CE 'SCALE : 1 - / = 1. Al LAP'L'%,K 351 - L DATE : 03 -18 -94 JOB : REBEL BLOCK DETAILS Cr: n✓ v.. 5 DC. G6 /9" REVISION : .1 LINTEL LOAD SCHEDULE 8" HEBEL BLOCK G - 2 MATERIAL ALLOWABLE UNIFORM LOADS HEBEL "U" BLOCK W/ 1 -#5 BAR FILL W/ e•:•••.:" ' EXTEND 1' -0" PAST CLEAR OPENING • CLEAR ALLOWABLE S_ LOAD #AFT. 880 4' -O" 600 4' -8" 440 V-4" 330 6' -0" 255 6 TITLE LINTEL LOAD SCHEDULE SPA' /A/KL E RESJ 0ENCE NUMBER : H0007 SCALE : NO SCALE PGA /C ,C3EAC DATE : 03 -24 -94 JOB : HEBEL BLOCK DETAILS 2 /3086". 6-2 AFC, 06/9 REVISION : i. 9291 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I w-* PERMIT IN FORMATION - _ -__ __. LOCATION INFORMATION - ermi t Number : 9291 .*ddress . 97 ICII4BERLY COURT I ' Perri"t Type. PLUMBING ATLANTIC BEACx, FLORIDA 32233 Cl ass of Work a NE i �__ --- LEGAL DES CRIPTION - Con tr . Types WOOD FRAME Lot"" -1'"°' Bloch.: Section,• -� Proposed Use: SI LE FAMILY Tour3. hip.` RNO: 0 O Duelling : 1 Code: 0 Pubdivision: TIPPANY BY THE SEA Estimated Value: $0.00 I Improv. Cost: $0.00 44.00 Arriounl: ` ` 5° $64.00 aW.K 10 ON - _ - APPLICATION PEES - N PERMIT 564.00 d € a R I ' I v C} 3 T NATO IMPACT "'E; O : 00 a PLORI 3A � �'� a� t� � , E . £ "ATE l� f P 4 ° Ot d RADON GAS -H S. 50.00 C .ij ORMATIOi RADON' CAB $O.f3 " e , .... ?LUMEJ N C .,AFI�TAI:, IM5% PROVE .. St3O.00 Addr ss: 1328 R Y STREET SEWER TAP SO .00 LE. FL 32211 CROSS C NNECTION $0.00 Lice !". 9 Type: 4 SEC H IMPACT PEE { . i SCiIROEATI, BCH . �w NOTES NOTICE — ALL CONCRETE FORMS AND FOOTINGS 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 "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 SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT lu; T146 }# 1 CITY OF ATLANTIC BEACH APPLICATIIOON FOR P UMBING PERMIT � e. - JOB LOCATION : r/O f l _ e%7- 7.0 ?� OWNER OF PROPERTY: JI /4F"rL.1.�' BUILDING CONTRACTOR: T40- PLUMBING CONTRACTOR C.-- e eece AND ADDRESS: ____/.24 S , -� ` J..2j TELEPHONE NUMBER: 75 4G STATE LICENSE H0: £'? . 4. "! TYPE OF BUILDING: :�� SINKS SHOWERS LAVATORY 1 WATER H EAT ' HEATERS 2- BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS _ WASHING MACHINE 'FLOOR DRAINS l SHOWER PANS OTHER / , TOTAL FIXTURE COUNT _ x $3.50 + S15.00 = $ Sc4 .t./C 464t7 INSTALLATION OF PLUMBING AND FIXTUF3ES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247- 5826 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Ci 7 / j44dC/ L.,y- CC) 0/(-7 Date /0 3 ( - � (./ Heated Square Footage 2. , @ $ 70.00 per sq ft = $ `V7 41 u Garage /Shed 27/Q6 @ $ /SO p er sq ft = S /r ..3 Car ort orc 2- C p jam. � 1 � @ $ fy 0 per sq ft = $ �/ 5`f6 Deck @ $ 9 per sq ft = $ P)-5 Patio Zf J -,,`" @ $ - (. 0 e .) per sq ft = $ / g, 6 i TOTAL VALUATION: $ /Pt,)( 7? /80 0 1? c ° 0 $ /./r) c`) Tot �i allua t ion 1st $ 1ne) 0 Remaining Value $2 per thousand <Tr portion thereof TOTAL BUILDING FEE $ 70 3,0 = = t* - i, 13Y D u41 —'=f: + 1/2 Filing Fee $ mss/ Sz (( ) Fireplaces @ $15.00 $ /5.'00 ,BUILDING PERMIT FEE $ /r)6. 9. S C) WATER IMPACT FEE $ SEWER IMPACT FEE $ Q -- WATER METER /TAP $ AS-,00 CAPITAL IMPROVEMENT $ � S_e C SEWER TAP $ -p - (/J33 RADON (HRS) .0050 $ 6 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ --<? -- CROSS CONNECTION $ ?' , O () (/533 SURCHARGE .0050 $ ,.2) Z OTHER $ GRAND TOTAL DUE $ /5 3 Z_ . 8X. ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: • •+_.•:.n:Y of .: :upTzou CITY OF 7 ,,; j , f . .,...d ° 0„ f 1 /Vairee? Oc!ic - 7_ ` • I - _ -- ll1CCk • S ection....,; ,4 1.1,...,.., � ' 0 $ jr N1N1 �I.�II \ISl i kll�i' / 1 2 1994 ' All ".111' 7 1t 11. . :,. — -- 1'i L ii'Ii1Nt.Iws�� at. <NI :uadawi�luns — _(J V— , IL \ 191NI:J7.Mos er /.dSrt,cs: tvy� -'r DESCRIPTION OF WORK ��(( It I � n o FL000 HAZARD 'lc. i _ .ne: __-_71` urea complete s P pe 3. Brief - • Ooscription s 3i✓1 m � • Claus of Works fN ew /Remodel /Addition Cs,2►.S INFORMATION - - - - -- - - Type of • Constructions -ZWA- o:,sn a c t r : �c t: Use posed ark'..f o - - Estimated Value * �1.41 4. js�p ... _ _ __ • *captions or • Nriances Orsntodl Mstoeislol • Solid or FAI1ed r / • OWNER INFORMATION °sounds il-c� Roots` ��W4CL Method of Heot inp si Llc_ _ -- Property Owners " ,, ( Moiling x L `Zkle' PAones� qq Address__ a-- o -'U , - (q.,-4 .. �51� -_ ) - e i ' ...E.1,__ zip: 3 2:2-33 • CONTRACTOR INFORMATION • •• Contractors - Pit/1)4 /0G. . Mailing Phone:-.24fCt Address s _-a 5 11 c-G C.. � -- alisitr••••••.... ..„....... .......,.....r.L._ Zips `LZ -"- License Nusresrl_ i r 0O136Z Expiration , h.7 �� Oates S! t-l_ y- t Nr.tsy CERTIFT TWAT 1 NAVE READ ANS EXAMINED VMS APPLICATION AND NNOY TNC same Tr l 7 / 7N; CO 1+ , 1 AND CONIECT. ALL PROVISIONS OP INC LAYS AND ORDINANCES OOVTRNtNO MSS TYPE �,/' W 41 MPLIED DUN. VNSTNIIR SPECIFIED NEREIM OR NO T, • ?MI O RANTIMt1 or A ►[IIN:r IMP'; WIT A O2VE AuTMONITV To VIOLATE OR CA • .- x • , 1. 1 ti . � •• NcouLAtsons. ORDINANCES, ON LAYS MEAL TNt ma'. s IONS to Nov PLLCIIAL, �♦ •.. vearcaRANI:E GP CUNSTRIICTION IN AMY MANNER. INCLUDING Tut: On STATE ON 1 , : : 1 . ' r . - • i, ..�• CON ? /NU[NT urea THE ASOVE INFaNNA1soN 1 TNUE AND N ND TNAr r H A I N T II P L I i ; f A . t t , , ., - • ' �: i ce • '• DATA MATE D[[N OR SMALL SE PROVIDED A A[ # O THAT THE PLAN. •�,, , , 4e i % . ; I UiRL'O. Owner Signature : � , _ , _...- - - - - -_ pate_ • . . y � - Contractor Signatur _ - . %✓ I lf ARCHITECT /ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED HITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT'S NAMERK. 4 W - A` ' - i /PT PHONE NO.2? DATE / 1 K4 f OWNER NAME : / "*j : A TAX No.: TYPE OF PROJECT: ( )New Home ( )Residential Addition (1)Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )other // 911 STREET ADRESS: L.�D" 7 &7 F'F ;V gA ' jy Zed. ( ) We claim the structure to be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non - exempt use without being upgraded to fully comply with the ordinance. Signed: Date: CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. (V) T he structure including foundation, , frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with.the 19 , Chapter 12, Standard Building Code. Windows, doors and all other exterior devices comply with the 110 mph wind load. (The structure is located outside the area affected by wave forces, OR ( ) The structure in capable of withstanding wave forces resulting from a wavo crest height of feet above MSL including uplift forces. ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR ( ) The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30 -year erosion l ncana f.-..... - 1^^ . FLOODPLAZN DEVELOPMENT INFORMATION '1 TYPe of Developments . Flood tones -------------------------- - - -- ------------------ Required Lowest Floor Elevation* it building is located within a Hood be Made AFTER THE SLAB HAS PEEN POURED zone LOWEST FLOOR a surv�•y' wuc;t ELEVATION is equal t or ' o th inN that t ocf w elevation established for that zone. above the base flood No final inspection will be wade and no will be Issued until the serve certificate of Department. y is on file with the occupancy . COMMENTS* • Applicant Acknowledgement* Z understand that the issuance of this permit is oomtinEent u correct and that the upon the above information being r an d h t the plans and supporting data have been or shell bro of Ordinance Z agree to comply with all a P rinances affecting No. 23 -7 -11 and all other laws u e ng the proposed development. laws j 2 �JL� Date_�� T L1 __Applicant's Signature - • _ 4 • Department Use Required Lowest Floor Climatical As Built Lowest Floor Elevation - - - --- Survey Filed with 'Wilding ------- - - - -_- g Oepart ev n t -------------------------- . -- . ----.- Building Department Representative P+ele► 3 NOTICE OF COMMENCEMENT LOAN # : 2496483 Pursuant to Section 713.13 Florida Statutes, the undersigned gives notice of the following: Within 30 days from the recordation of this Notice, Improvements generally described as will be commenced on the real property in DUVAL County, Florida legally described as: LOT 17, TIFFANY BY THE SEA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 46, PAGES 94 AND 94A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Street address, if any, of said real property: 97 KIMBERLY COURT ATLANTIC BEACH, FLORIDA 32233 This property is owned by FLORIAN SPRINKLE whose address is: 1073 Little Cypress Key, Atlantic Beach, Florida 32233 The owner's interest in the site of the improvement is FEE SIMPLE (FEE SIMPLE TITLE OR OTIIERWISE) Name and address of fee simple title holder if other than the above owner: The name and address of the contractor(s) is (are): PBD, INC, A FLORIDA CORPORATION 95 KIMBERLY COURT ATLANTIC BEACH, FLORIDA 32233 The name and address of the surety on the payment bond (if any) is The amount of said bond is $ • whose Florida address is is designated as the g person upon whom all notices and other documents relating to Florida's Mechanics , Lien Law shall be served. (Service upon such person shall constitute service upon the owner). Copy of Notice to Owner shall also be served on SOITI'HTRUST BANK OF NE FIARIWse address is 51 WEST BAY STREET, JACKSONVILLE, FLORIDA 32202 and Patterson & Green, P.A. 3010 South 3rd Street, Suite A, Jacksonville Beach, Florida 322 d (SEAL) OWNER Florian Sprinkle (SEAL) Signed in the presence of: / OWNER ( t l ( (SEAL) t I ) OWNER (SEAL) Witnesses OWNER • STATE OF FLORIDA ) COUNTY OF DUVAL ) I HEREBY CERTIFY that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgements, to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledged 1 to snit 16.fnrn ...o A...• /7t S_.ai__!�---` _ _ _ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. :" BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BAT13 (8) TUB OR SHOWER STALL (6) t- i WATER CLOSET �( WATER CLOSET, TANK OPERATED (4) q VALVE OPERATED (8) vt BATHTUB /SHOWER (2) 1 URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) CD SHOWER STALL DOMESTIC (2) ' .I LAUNDRY TRAY (2) 2_ LAVATORY (1) / COMBINATION SINK AND TRAY (3) 3 I WASHING MACHINE (3) C' POT. SCULLERY SINK (4) DISHWASHER (2) `2___ WASH SINK EACH SET OF 0 KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET? DRINKING FOUNTAIN (1/2) BLOWOUT (2) __ _LAVATORY, BARBER /BEAUTY 1 ICE MAKER (1/2) SHOP (2) LAVATORY, SURGEONS (2) 1 SURGEONS SINK (3) ' -' JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS _.:7/ f @ $20.00 EACH $ (D . 0 -C) JOB INFORMATION ? 1 ✓5/ -` 4? C y 6) o /2 T—