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Permit 360 W Dutton Island Road JOB ADDRESS 3 bG PROPERTX 0WNER eQ G�1�S CtC I � _TELEPHONE 2Yi : 502 CONTRACTOR � °'Yl .. TELEPHONE PERMIT r ER c 'O DATE_ /ll 7//02- IN SPEC77ONS.• FOOTING TIE BEAM LINTEL � i.73 NAU_N G 1 FRAMTVGCOVER UP I,ySULATTON FINAL BUILDING '2 CERTIFICATE OF OCCUPANCY 2 ELECTRIG4L PERMIT# INSPECTIONS ROUGE' FINIAL 3dECU42VICAL PERMIT# 0 `l INSPECTIONS ROUGE' FINAL PLUMBING PERMIT7M INSPEC77ONS ROUGHIUNDER SLAB 7 d TOPOUT WATERISEWER NOTA: RTU n - - sus a 9;L2e W41 ..r v ;trument was prepared by D 200229 07 Bo 10722 Pa e: 0a S�S �x 50939 Filed 6 d 10/21/20 11.01:29 AM iville Beach,Florida 32240 GLERKULL CUIT C T DUVAL LINTY RE DING S 5.00 NOTICE OF COMMENCEMENT ST FUND $ .00 ?OF FLORIDA Permit No.: TY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and �rdance with section 713,Florida Statutes,the following information is provided in this Notice of mcement. Description of prope (legal description of property and street addr s if available) General description of improvements: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939, Jacksonville Beach, FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A LLook:2002297209 ok: 1 0 22 Contractor: Pae: 2209 a. Name and Address: Filed 6 Recorded JIMiFULLER002 11:01:29 AM b. Phone Number: CLERK CIRCUIT COURT DUVAL COUNTY C. Fax Number:(optional, if service by fax is acceptable) RECORDING d 5.00 TRUST FUND $ 1.00 Surety on any payment bond: NONE Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(l) (a)7,Florida Statutes: 9 u I'v'y ' � �'' ,P.O.Box 50939, Jacksonville Beach, FL 32240 Phone: (904) 241-1222 Facsimile: (904) 241-4310 ED In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b), Florida Statute (Name, Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. °,gov�g instrument was acknowledgedbefore HABITAT FQP, HUMANITY OF THE '�I day of�L't ,200' y JACKSONVJ fBFA41ES,INC. J Job russ russ Type ty y ODEL J202137 T02 ROOF TRUSS 12 1 A200535 (optional) ui ers first ource JAX, , Ryan Hapseler 4.201 SR1 s Oct 17 2001 MiTekIndustries, Inc. Mon Mar 11 1 FaT. age -2-0-0 6-6-14 12-6-0 18-5-2 25-0-0 27-0-0 2-0-0 6-6-14 5-11-2 5-11-2 6-6-14 2-0-0 Scale = 1:47.5 4x5 = D 5.00 12 1.5x4 1.5x4 C E B F JiA G 1i 0 3x5 = J I H 3x5 = 3x5 = 3x5 - 3x5 - 8-6-9 16-5-7 25-0-0 2-0-0 25-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.20 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.29 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL1 0.05 F n/a BCDL 5.0 Code SBC/ANS195 1st LC LL Min 1/defl = 240 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-9-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1157/0-3-8, F=1157/0-3-8 Max Horz B=162(load case 4) Max UpliftB=-659(load case 4), F=-659(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=21, B-C=-1869, C-D=-1667, D-E=-1667, E-F=-1869, F-G=21 BOT CHORD B-J=1716, I-J=1178, H-1=1 178, F-H=1716 WEBS C-J=-293, D-J=599, D-H=599, E-H=-293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 iel�etru 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 659 Ib uplift at joint B and 659 Ib uplift at joint F. A- 4)This truss has been designed with ANSI/TPI 1-1995 criteria. r )+i 'Tl LOAD CASE(S) Standard r 2 -s An OF ;. OIRL S March 12,2002 REARING HEIGHT 5GHEDULE _ NOTE5: I)PEFEP TO HID-11(PEcOMMENE A 7106 FP HANDL1N61rlSTALLATIO`I AMD TEMPO r P A,It 13? FEFEP TO EN6INEEPEV PrAWIN61,F,jP f EFM [Jt P11 DSALIN6 VEOUIEED 2.)ALL TP.U5cE5(INCLUDINr FFIK SEs UM)EP VALLEY FVAMIN6)MUT DE 6OMPLETELI PECKED OF.PEFEP TO DETAIL V106 FJF �( ALTEPNATE DRA61%FEOUIPEMENFS ALL VALLEYS AVE TO DE CCNNENTIONALL i FRAMED DY DUILDER 4)ALL TF055E5 AVE DE516NEU FOP �\ MAXIMUM SPACIrJG.UNL BTS OTHERWISE NOTED 5)ALL WALLS SHOWN ON PLACEMENT FLAN ARE CONSIDERED TO DE LOAD DEAP.IN6,RILE45 OTHEPWIS,E PICT ED 6)5'f42 iP.U55E5 MUST DE IN5TALLED WITH THE TOP DE1NG UP. 7J ALL POOF TPU55 HAN6EP5 TO DE SIMP5ONI \ HU526 UNLESS OTHERWISE NOTED. AU FLOOR TPU55 HAN6EP5 TO DE SIMPSGN \ THA422 UNLE55 OTHERWISE NOTED i 8)DEAMMEADERILINTEL(HDR)TO DE / FUP,NI5HEG'DY DUILDEP 5HOP DRAWING APPROVAL THI5 LAYOUT 15 THE SOLE 50UPCE FOP FADPICATIOH OF TPU55E5 AND VOIDS ALL PPEVIOUS APCHHECTUFAL OV OWER IPL65 LAYOUTS PEVIEW AND APPPOVAL OF THI5 LAYOUT MUST aftVECEIVED DEFORE ANY TRUSSES WILL DUILT VEVIT'f ALL CONDITION5 TO INSUPE AGMNST CHMIGE5 THAT WILL PE$,lT IN EXTPA CHAPGE5 TO YOU- Paquc+tcd Delirory Duu APLrcwg 6y. Ruts ''Builders .FirstSo u rce Bunnell PHONE. 1104-437-354q FAX.q04-437-311•'14 Jacksonville PHONE q04-772-6100 FAX q04-77_'-1979 Lake Gity PHOrIE.1104-755-68114 FAX.804-755-71173 Sanford PHONE.407-522-0059 FAX 407->D^-55'-' DUILDER. 13EAGHE5 HABITAT 116AL APDPE55. JACKSONVILLE. FLORIDA MODEIL REY1510X. i�'i 3 BEDROOM AL; NT5 - DAZE DEAIM DY 1061 .:31 i I -J i I i I i i. I 1 II _ I I TC� T � TCS_' --------- --T02 J 0 ----- r-1` T _ 27 7 T 0 2 Tol k `-1 GJO- GJ()5 Cdo Irl=r 1. 10-2-- 14-11-0 10-1-0 {" V' e russ russ ype •: ,.1 . . tY Y A200527 J202137 CJ01 ROOF TRUSS 8 1 (optional) Builders ust ource JAX, ,Ryan Haeseler s 0 ct 17 2001.Mi--ekIndustries, Inc. Mon Mar age -2-0-0 1-0-0 2-0-0 1-0-0 C le = 1:6.0 5.00 F12 B DOCO A x4= 00o 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.05 A-B >458 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min 1/deft = 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=-97/Mechanical, B=275/0-3-8, D=14/Mechanical Max Horz B=81(load case 4) Max UpliftC=-97(load case 1), B=-313(load case 4) Max Grav C=150(load case 4), B=275(load case 1), D=14(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=41, B-C=-62 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 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 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed tb wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at mNyni�rNxrA joint C and 313 Ib uplift at joint B. tQ� NraHr 4) This truss has been designed with ANSI/TPI 1-1995 criteria. ° sCB A. LOAD CASE(S) Standard r AMOF r -ORI ED March 12,2002 M� Job russ russ I ype _Qty y - J202137 CJ03 ROA200528 OF TRUSS 8 1 ,;; (o tional) Builders first ource 'Ryan HAOSelAr s Oct 17 2 on Mar age -2-0-0 3-0-0 2-0-0 3-0-0 C 5.00 P2 om N B D A x4- oco 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.10 A-B >275 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min 1/deft = 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.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=283/0-3-8, D=42/Mechanical Max Horz B=1 19(load case 4) Max Uplift C=-88(load case 5), B=-229(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=42, B-C=-50 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint C and 229 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. w►nrnuyp LOAD CASE(S) Standard ti $ A I OF f�I�'7fMIp11A 1�11495411t144�t� March 12,2002 xi o russ Truss Type ty Y A200529 5202137 CJ05 ROOF TRUSS 8 1 a (optional) Builders trst ource JAA, , Ryan Haeseler 4.201 SR1s ct i e n ustries, nc.- on ar age -2-0-0 5-0-0 2-0-0 5-0-0 C Sc :12.4 5.00 12 «p CN B D A CM x4 = 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.03 B-D >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.11 A-B >250 BCLL 10,0 Rep Stress Incr YES WB 0.00 Horz(TQ -0.00 C n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/deft = 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 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=34710-3-8, D=72/Mechanical Max Horz B=162(load case 5) Max UpliftC=-1 640oad case 5), B=-220(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=30 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint C and 220 Ib uplift at joint B. tiniMr+�n�y�� 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) StandardC]" tFj �'� 7 ff x ATE OF 0', r�iF:+kai[AIt10.14tt11t'tihl. March 12,2002 o russruss Type tY Y T CUSTOM MODEL A200530 J202137 CJ07 ROOF TRUSS 8 1 optional) w ers first ource JAX, , yan aeseer 4.201 7s ct61 KA4,k Ind-wries, nn. Mon Marl 1 18:33:02,2002-Pa—ge-T- -2-0-0 7-0-0 2-0-0 7-0-0 C Scal - 15.6 5.00 12 B D A x4 = 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.11 B-D >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.35 A-B >75 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 240 Weight: 25 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. REACTIONS (Ib/size) C=164/Mechanical, B=423/0-3-8, D=102/Mechanical Max Horz B=219(load case 5) Max UpliftC=-237(load case 5), B=-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=42, B-C=50 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 Ib uplift at joint C and 227 Ib uplift at joint B. avow 4) This truss has been designed with ANSI/TPI 1-1995 criteria. A. , LOAD CASE(S) Standard ( ;�Il�$ C # s ACBOF y j ZOp- March 12,2002 0 russ russ ype ty y , I OT CUSTOM MODEL A200531 J202137 CJ09 ROOF TRUSS 8 1 (o tional) -Builders first ource JAX, i Flyan Haegeler s ct i e n ustnes, nc. evion Mar age -2-0-0 4-8-2 9-0-0 2-0-0 4-8-2 4-3-14 D Sc 1:19.3 5.00 12 1.5x4 IT C B A F E 3x6 3x5 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y): [B:0-3-0,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.19 B-F >563 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.28 B-F >376 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 E n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 240 Weight: 38 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) D=90/Mechanical, B=503/0-3-8, E=264/Mechanical Max Horz B=277(load case 4) Max UpliftD=-132(load case 5), B=-308(load case 4), E=-104(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=-408, C-D=25 BOT CHORD B-F=358, E-F=0 WEBS C-F=-393 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 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 1.60, and the plate grip increase is 1.60 rna�nirrw,r,�y�� 2) Refer to girder(s) for truss to truss connections. g A k�f 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at ate` � �� joint D, 308 Ib uplift at joint B and 104 Ib uplift at joint E. IF1Cq 4)This truss has been designed with ANSI/TPI 1-1995 criteria. x � * 2 LOAD CASE(S) Standard V a OF ORISy' Sk March 12,2002 Job Truss Truss Type Qty Ply LOT CUSTOM MODEL A20053 IJ202137 EJ11 ROOF TRUSS 6 1 (optional) Builders First ource JAX 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Mar 12 08.15.16 2002 Page 1 Scale = 1:32.4 -2-0-0 5-8-2 11-0-0 2-0-0 5-8-2 5-3-14 Simpson LTP4 clip -� 1.5x4 4 5.00 12 1.5x4 3 2 01 KISimpson HUS26 4x6 — 5 3x5 - 11-0-0 11-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.37 2-5 >343 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.56 2-5 >229 BCLL 10.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 5 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 52 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 N TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=581/0-3-8, 5=438/Mechanical Max Horz 2=374(load case 4) Max Uplift2=-3520oad case 4), 5=-3100oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=42, 2-3=-522, 3-4=-72 BOT CHORD 2-5=462 WEBS 3-5=-504, 4-5= 103 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2► Refer to girder(s) for truss to truss connections. ,u+�'"d1�� Nnr�rarr�� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ib uplift at V A- joint 2 and 310 Ib uplift at joint 5. a , T1147 df 4) This truss has been designed with ANSI/TPI 1-1995 criteria. rrr LOAD CASE(S) Standard 9 V s ATB OF �iiG1P,`fl{I!41517�55L\y\ March 12,2002 Job Truss Truss Type Qty Ply LOT CUSTOM MODEL A20053 J202137 HJ11 ROOF TRUSS 4 1 (optional) Builders FirstSource JAX 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Mar 12 08:16:12 2002 Page 1 Scale = 1:33.6 -2-9-15 5-8-9 10-5-14 15-6-11 2-9-15 5-8-9 4-9-5 5-0-13 Simpson LTP4 clip — 3x5 II 5 6 v 3.54(1 5x5 4 3x5 3 2 6 N Simpson THJA26 3x6 = 9 8 7 2x4 II 3x5 = 4x5 = 5-8-9 10-5-14 15-6-11 5-8-9 4-9-5 5-0-13 Plate Offsets (X,Y): (2:0-4-10,0-0-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.09 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.16 1-2 >238 BCLL 10.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 7 n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-12 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=1660/Mechanical, 2=985/0-4-15 Max Horz 2=699(load case 2) Max Uplift7=-11 85(load case 2), 2=-575(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=46, 2-3=-2311, 3-4=-1639, 4-5=-183, 5-6=-26, 5-7=-473 BOT CHORD 2-9=2193, 8-9=2193, 7-8=1520 WEBS 3-9=102, 3-8=-712,4-8=656, 4-7=-1740 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 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 II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSl95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed }zffilalara y"' to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60pd0'G , Avar, 2) Refer to girder(s) for truss to truss connections. -A 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 185 Ib uplift $agf1FJ ��1 at joint 7 and 575 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 2 1 = C y E � J * g 5 a 2 LOAD CASE(S) Standard s A?8 i7P 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 qr" Uniform Loads (plf) t fs OP,I ' Vert: 1-2=-54.0 Trapezoidal Loads (plf) rrnrp��;�Rpmstt`" Vert: 2=-2.8-to-5=-204.1, 5=-204.1-to-6=-210.0, 2=0.0-to-7=-113.3 March 12,2002 o 1 russ Truss Type ty y LOT CUSTOM MODEL J202137 T01 ROOF TRUSS 2 1 A200534 (o tional) w ers First ource , , Rya aese er sOct i e n ustnes, nc. on Mar age -2-0-0 5-9-14 10-11-15 14-0-1 19-2-2 25-0-0 27-0-0 2-0-0 5-9-14 5-2-2 3-0-2 5-2-2 5-9-14 2-0-0 Scale: 1/4"=1' 6x8 = 5x5 = D E 5.00 12 1.5x4 1.5x4 C F B G o A H Ii 0 4x12 K J I 4x12 5x12 M1120H= 10x10 = 10x10 = 5-9-14 10-11-15 11-(J-0 14-0-014-A-1 19-2-2 25-0-0 2-0-0 25-0-0 2-0-0 Plate Offsets (X,Y): [B:0-3-9,0-2-4), [D:0-5-4,0-2-41, [G:0-3-9,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.38 I-K >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 B-K >648 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.12 G n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 240 Weight: 141 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-3-1 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2864/0-3-8, G=2864/0-3-8 Max Horz B=151(load case 4) Max UpliftB=-1 742(load case 4), G=-1707(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=45, B-C=-6381, C-D=-6000, D-E=-5567, E-F=-6015, F-G=-6389, G-H=45 BOT CHORD B-K=5834, J-K=5551, I-J=5551, G-1=5839 WEBS C-K=-383, D-K=2098, D-1=32, E-1=2112, F-I=-371 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 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 Il partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to �nair+�nrarrrp wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60t� CB may 3) Provide adequate drainage to prevent water ponding. `t. 4) All plates are M1120 plates unless otherwise indicated. � tht�� t 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1742 Ib uplift at �= joint B and 1707 Ib uplift at joint G. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. $ dr 7) Girder carries hip end with 11-0-0 end setback _ 8) Special hanger(s) or connection(s) required to support concentrated load(s) 1463.01b down and 1336.8Ib up I is OF at 14-0-0, and 1463.0 lb down and 1336.81b up at 11-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. $ l� ED } �'fikLiJl�t(l3141tO'"�Y\ LOAD CASEIS) March 12,2002 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-E=-27.0, E-H=-54.0, B-K=-30.0, I-K=-239.9, G-1=-30.0 Concentrated Loads (lb) Vert: K=-1463.01=-1463.0 RETUKN _ ��. secs 1✓ �� Back .a 9*L1 a—ata�� a�a�v ;trument was prepared by BO0 1 0722 O� Paqe: 08 S r-5 �x 50939 Fiied & d 10/21/2 11:01.29 AM iville Beach,Florida 3224Q CLERKIM ULE CUIT T DUVAL UNTY RE DING $ 5.00 NOTICE OF,COMMENCEMENT ST FUND $ .00 ?OF FLORIDA Permit No.: TY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and rdance with section 713,Florida Statutes,the following information is provided in this Notice of mcement. Description of property:(legal description of property and street addre.9s.if available) General description of improvements: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939, Jacksonville Beach, FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A cR 2091229720$ ok: 10722 Contractor: Pa e.- 2209 a. Name and Address: Filed& Recorded 10/21/2002 11:01:29 AM A-10,C i.)ez_ JIM FULLER b. Phone Number: CLERK CIRCUIT COURT DUVAL COUNTY C. Fax Number:(optional, if service by fax is acceptable) RECORDING d 5.00 TRUST FUND $ 1.00 Surety on any payment bond: NONE Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a) 7,Florida Statutes: Iv'— i-5 T ,P.O.Box 50939, Jacksonville Beach,FL 32240 Phone: (904)241-1222 Facsimile: (904)241-4310 1 In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b), Florida Statute(Name,Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. �goi mstrumentwas acknowledged before HABITAT F HUMANITY OF THE day of ,200 by JACK ;7 INC. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 4/29/03 Parcel Number . . . . . - - - Property Address . . . 360 CHURCH RD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 02-00025076 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PL4NNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY FORK SHEET Date Requested: Building Contractor: Building Permit Number: Address : .3 � J Leval Descriction: Improvements to the above described property have teen comcleted i:: accordance with the terms of the permit and is Certified to to ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE2ARTMENT DATE NOTIFIED DATE APPROVED BY Eire Public Works Flanr.i ng -03 C0 (0603, B.uildin9 ,� -r— O� 5-�- 0'3 FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: Flood Zone: �C Required Lowest Floor Elevation: s If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date b 71 DZ-- Applicant's Signature Department Use: / Required Lowest Floor Elevation �- As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Repres ntative 4 3T K E;� CITY OF ATLANTIC BEACH -: ~a 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025076 Date 12/19/02 Property Address . . . . . . 360 CHURCH RD Tenant nbr, name . . . . . . NEW SFR, 1125RADON, 1125SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 54000 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 150AMP, 1PH, 3W, 240VOLT SVC Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER_ "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL Dec 18 02 01 : 37p James Granger 766 7760 p• 4 14^ PAGE 01 `' 12/17/2002 23:52 9042411222 BEACHES HABITAT CITY OF ATLANTIC BEACH FI OREDA APPLICATION FOR ELECTRIC AL PERMIT ToTtMCMF ELEC7RILALINSPECTOIt DATE: f 20 TWMTANT NO17CS; IN CONSIDERATION Of POWT GIVEN FOR DOING THE WORK AS DSSCMED IN THE F%=MM.W£HEMY AOU!TO PERFORM SAID WORK IN ACCORDANCE VATN THS ATTACM PLANS AND SPEC=ATIONS,W=K ARE A PART XMOF, AND IN AGCOMANCE WTM TME ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTIUCAL/FFIIRM: MASTER ELECTRIC ONATURE: OWNERS NAME-&A6 A3r14 ADDRESS—U,0 CbL'�'4 RFDTBOX— BLDG.SME o6r�//7:2/21 _BETWEEN: EEN: Rf:S.# APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW-4 ) ADDITION( ) TRAILER( ) 'TEMP.( ) SIONS( ) SO.Fr,-- SERVICE- r,—SERVICE: NEW INCREASE REPAIR C NBUCTOR SIZE AMPS: COPPEK FEES SWITCH OR DREa+►It£sR 1� AMPS PH W VAULT RACEWAY EXI T.SERV.SIZE AWS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE . NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECfiFTACLES CONCEALED OPEN I TOTAL 30 31 3wITCHES INCANDESCENT FLOURESCENT a M.V. FI)w %IQUAMM, I OVER APPLIANCES SELL T1tANSF. AIR H.P.RATING N.P.RAT G CEEL, Kw-MAT CONDTTTONING COMP,MOTOR OTHER MOTORS A;&S NEAT al OVER molm H.P. VOLTAGE PHS NO. I H.P. VOLTAOR PHS MIS LL N'EOUS ER 600V OVER 600V rItANSFDRME�tS: NO.' XVA NO. I KVA NO.NSON—TRANSV NO I VA I MA I MOTOR SIZE SWITCH FLASHERS EACH SION CITY OF ATLANTIC BEACH ^' J 800 SEMINOLE ROAD v� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025402 Date 1/21/03 Property Address . . . . . . 360 CHURCH RD Tenant nbr, name . . . . . . INSTALL HVAC & DUCT Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT?W THE PROPERTY OWI PAYWG TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHIC ART OF T PERMIT S JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 611-- BUILDING OFFICIAL BUILDING AND ZONING NSPECTION DIYISION CITY OF ATLANTIC BEACH ATLAMTIC acwCN.FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL•iN NUMBER WCUANT—Apoiican--o complete ail items in sec-icrs 1. !I, '11, anc N. 1 / / 5}seat Add....: � C/ � ��G!/•�C/••:? /, , J OF fnhneetlnq Stnan: 30 � / /'f waan �/� /�� Ano 21/1 SUIL:NG $sate-elririon Il. ZENTACATICN —-o be completed 'ov ail aoolicants. in coesidesition of permit Imam tar doing the Tori at drscnbed in the above ttatemant..;..racy agree to perform said wort in accordance with the attaci pd piens ane teeeiiieatiom"kin are a asst'ssreoi and in secoreance with the City of—cisonviiia ordinances and standards of Iood.preetlee listed thararn. Name ei Maebanieai Contractors G Gamaster{Pr;nt1 I �' /�/1/ �TQT Malar C� (,� y ! 3 0 , hese of Silesian of O.n er A Agent Arenilaet ar Enginaar ii. G218lAL 1NF� 1 N types cif heating funis is OTHER CONSTRUCTION 8E1NG GONE ON 'o THIS 3UIL31MG OR SITET -- I Cl_: gas— 11 Ir 4ahrel C'j CeaNei Utility J IF YSS,GiV£HUMiF!Ir5=3TU�tDN [•' Cg PERMIT ( i C other—specify i IV. WICMANI AL SQUIPMiiT TO Is INSTALLED NATURE OF WORK {?I a .46 coaepiate list of comptaaets all baci of:this ferns) Reaidentlat or G Commercial Heat C Space .,, Rae"Was p Cantrei :+ Roes New Building 1 Al,CoMrtbainq; Q team X Camtnl C Existing Building f ❑ Replacement of existing system Dact System: Matubat ^T ew New installation(No system preyiouaiy IMIsIIW) _ Muimem upcitY ❑ Extension or add-on to existing system Q tsirigereriea G Other—SoeGfy C Cowlaq facer. capecify 9 o+a Q Are spaipilens Ntambee of l sods Q Seesaw Q basli(t Q &catele► rssssiv-1 THIS SPACS POR OM4=YU ONLY Q.Gaaaitae pampa. tsemberl (Rea�iaed� . ("j.T•-k Itlemear) Repasts Q LPC cealeiaeas� Ipemb..) Q 9sfiwr prwwe yews Penni: Appics ai by Daft-- maws s•• —-- Q lents Q Ofb►—.Spewh tempi►Fee U3T ALL SQUIPME. AIR CONDITIONING AND RIMGERAMON EQUVMEff Caaeaity ,►ppsor :t\ttbseTJnita DeeasiLim Yodel Number Staautastuns (T=4) JC—r �v OP4 Q.Z Y ,v G1 L MATL`iG.FURNACE3. 30IIZIM Ft:faof.r'AC Numbertlaita Dssai9tian )tadalWmber Xmutsamrwer ( � �i�T /i/ PAIAIAM O w 32 Ov TAN is Boer NaeT N—tmll CatpaeitT Type UgWA Moms of serial A�g a"Dlmasal m Contained ]A01111 aetmv No. CITY OF ATLANTIC BEACH I} 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025076 Date 12/13/02 Property Address . . . . . . 360 CHURCH RD Tenant nbr, name . . . . . . NEW SFR, 1125RADON, 1125SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 54000 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 11 FIXTURES Sub Contractor CHRISTY FIRST COAST PLUMBING Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 112 . 00 112 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 112 . 00 112 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN TIE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: D C k " o G k 7st� OWNER OF PROPERTY:B E n Ac. � Ab 'tTgf TEL. JLl I- Z Z PLUMBING CONTRACTOR: -FFiRiFc) Mon, 1 !, j;ie- CONTRACTOR'S ADDRESS: • Q, rr,� !�;04q('0 -J( 6, / STATE LICENSE NUMBER: C I-�c o S 7 TEL. ;2(17- 4{� HOW MANY OF THE FOLLOWING FIXTURES t RE-PIPED OR NEW 1 SINKS SHOWERS LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: S SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES 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 s 800 SEMINOLE ROAD t� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025076 Date 12/03/02 Property Address . . . . . . 360 CHURCH RD Tenant nbr, name . . . . . . NEW SFR, 1125RADON, 1125SCH Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 54000 Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/27/02 Valuation . . . . 54000 Expiration Date . . 5/27/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .28 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 5 . 06 AB CONSTRUCTION SURCHARGE . 56 STATE RADON SURCHARGE 5 .34 WATER IMPACT FEE 320 . 00 4� WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 ffi Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 .00 . 00 .00 Other Fee Total 776 .24 776 .24 . 00 . 00 Grand Total 776 .24 776 .24 . 00 . 00 BUILDING MATERIAL.RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 GO C .Date Z/ - -® -2-- Heated Heated Square Footage @$ L4,O 6 per sq ft= $ SG jQQ 0 Garage/ Shed @$ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ O d o 00 $ Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: jE(,- ( + %2 Filing Fee $ FLOOD ZONE: �C_ (C) Fireplaces @ $15.00 $ —6 — IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ X�HpT' WATER IMPACT FEE $ 3 ,z d SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ 3 2 T- SEWER TAP $ - C (//ZS�'RADON ►50050 $ SECTION H PAVING ( ) $ — 0— HYDRAULIC O— HYDRAULIC SHARES $ 10 — CROSS 0 -- CROSS CONNECTION $ 3 S— STq(Z j j SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ OCT 2 4 2002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX ) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) ,` JOB ADDRESS 3 C) M�;- � DATE / � �j � 2 APPLICANT ��_.Yl t'S '/f ADDRESS /l f?it?�/-1 ALA�' PHONE: LEGAL DESCRIPTION: BLOCK NUMBER_� LOT NUMBER 1-3 ZONING DISTRICT& t0/, CONTRACTOR S j41rI 5 Ae CwA.)6 fz-- STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION 24; tC30 Is this an addition? If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? NO._Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic . Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER / y , DATE, D Z--" I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 7 � I z SIGNATURE OF CONTRACTOR DATE �� `7 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME 6 l /=, T o kh MAILING ADDRESS 1671 / PHONE Z - 2 2 L- FAX Z¢I '� 4-3 f d E-MAIL _50/J; SWORN AND SUBSCRIBED BEFORE ME THISDAY OF fSTATE OF OF FLORIDA,COUNTY OF DUVAL ,zas s JENNIFERSCHLUETER NOTARY'S SIGNAT *? :. MY COMMISSION#DD 121301 AS TO O ` EXPIRES:May 27,2006 [personally known Boned dThru Notary Public Underwriters ❑ Produced identification Type of identification produced AS TO CONQACTOR_- ersonal1v known JENNIFER SCHLUETER j ?Produced'identification *. *: MY COMMISSION#DD 12130 Type of identification produced P EXPIRES:May 27 2006 Bonded Thru Notary Public Undervrrrters 6/18/02 Schlueter, Jennifer From: Showman, Lisa Sent: Thursday, November 21, 2002 3:36 PM To: Schlueter, j Jennifer Subject: RE: 360 Church Rd, and 1125 Main St. Still waiting for info on #25076, and 1125 / 5 Main is approved by both PW and PU and I think I returned these to you today. -----Original Message---- From: Schlueter,Jennifer Sent: Thursday,November 21,2002 2:28 PM To: Showman,Lisa Subject: 360 Church Rd,and 1125 Main St. Hi Lisa! Do you know if Bob has received the info he requested on 10/30/02 for 360 great. Unless they are awaiting info, of Church Rd. Permit#25076? lam course. We are just trying to keep on waiting for his approval to do the permit. the one week return policy. Also, on Kevin Bennetts 1125 Main St. Thanks!!!Jenny today is a week, if Bob and Donna could get it to me next week that would be 1 2 WATER IMPACT. -FEE WORK SHEET ADDRESS: Co O CHUkQ4 992. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting.of.water closet, lavatory., bidet, and bathtub or shower 6 Z 2--- Bathtub (vyith or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Z Drinking fountain 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL$ .3 2 C) Nn - 21 - 2002 10:49AM No-3444 P . 1/4 LAW OFFICES DONAHOO, BALI. & MCMENAMY, P.A. 60 NORTH LAURA STREET,SUITS 2925 JACKQONVILLE, FLORIDA 32202 TMOMAO M. DONAHOO" (904)364.8080 HAYWOOD M. SALLT FAX;(904)?91.9563 JOHN W. DONAHOO WILLIAM B.McMiNAMY• 9-moil:hboIIQ4cmohoobaII.com (1907•1693) THOMAS M. DONAHOO,JR. *BOARD CeRTIFINOTAX LAWYER }CERTIFIED CIRCUM CIVIL MEDIATOR FAX COVER SKEET FAX NUMBER TRANSMITTED TO: 247-5843 Phone: 247-5813 To: Don Ford Of: City of Atlantic Beach - Building Division From: Haywood M. Ball Client/Matter: Beaches Habitat Grant of Easement Date: November 21, 2002 -PQPUM,ENTS NUMBER-OF PAGES* Grant of Easement 4 includin cover sheet COMMENTS: The prior Grant of Easement was for form only and should be ignored. This is the actual Easement that would be recorded. The information contained in this facsimile message is intended only for the personal and confidential use of the designated recipient named above. This message may be a privileged and confidential attornoy-clieat communication. If the reader ofthis massage is not the intended recipient or an agent responsible for deiiveriag it to the Intended recipient,you are hereby notified that you have received this document in error,and that any review,dissemination,distribution or copying of this message is strictly prohibited. If you have received this communication in error,please notify us immediately by telephone and return the original message to us by mail. Thank you. Noy -21 - 2002 10:49AM No-3444 P . 2/4 This instrument was prepared by; MAYWOOD M,BALL,ESQUIRE DONAHOO,BALL&McMENAMY,F.A, 50 North Laura Street,Suite 2925 Jacksonville,Florida 32202 (904)354.8080 GRANT OF NON-EXCLUSIVE EASEMENT FOR UTILITIES AND DRAINAGE This Grant of Easement made and executed this day of ,2002, by and between HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES,INC,,a not for profit Florida corporation,d/b/a BEACHES HABITAT,whose mailing address is Post Office Box 50939, Jacksonville Beach, Florida 32240 (hereinafter called "Grantoel, and CITY OF ATLANTIC BEACH, a Florida municipal corporation, whose address is 800 Seminole Road, Atlantic Beach,Florida 32233 (hereinafter called"Onintee'l. WITNESSETH: WHEREAS, Grantor is the owner of the real property located in Atlantic Beach, Duval County,Florida,identified by Property Appraisers Tax Parcel Identification Number172339-0000, and described as follows(the"Property"); Lots 3 and 8, Block 1, LEWIS SUBDIVISION, according to the plat thereof as recorded in Plat Book 24,Page 92,of the public records of Duval County,Florida; and WHEREAS, Grantor desires to grant a non-exclusive easement to Grantee for the installation,operation,repair and maintenance of utilities and drainage over and across portions of the Property. NOW THEREFORE,in consideration of Ten and No/l00 Dollars($10.00)and other good and valuable consideration,receipt of which is hereby acknowledged,the Grantor hereby agrees as follows: 1. Grantor hereby grants to the Grantee a non-exclusive permanent 15 feet easement along the West lot line of the Property as shown on Exhibit"A" attached hereto and made a part hereof(the"Easement Area"),to construct,operate,lay,maintain,improve and/or repair subsurface pipes and associated equipment for utility services and drainage facilities,on,along,over,through, across or under the Easement Area, together with reasonable ingress and egress upon, over and across the Property,as needed,to repair,maintain and service the utility lines,pipes,and associated equipment and to read meters. 2. Grantor reserves the right and privilege to use and occupy and to grant to others the right to use and occupy(i)the surface and air space over the Easement Area for any purpose which is not inconsistent with the rights herein granted to Grantee; and(ii) subsurface of the Easement Page 1 of 3 0,v -21 - 2002 10:50AM No-3444 P . 3/4 Areas for other utility services or other purposes which do not interfere with the rights herein granted to Grantee. No hard surfaces may be constructed in the Easement Area without prior written consent of Grantee, except driveways and walkways for ingress and egress to each lot on the Property. 3. By the acceptance and recording of this instrument in the Official Records of Duval County,Florida,Grantee agrees that: (a) All utility lines,pipes and associated equipment installed,operated and maintained by Grantee shall at all times be beneath the surface of the Easement Area provided that the same may be temporarily exposed or removed to the surface when necessary or desirable for the purpose of repairing and/or replacing the same; (b) Grantee shall exercise the easement rights conveyed herein in a manner which will not unreasonably interfere with use and occupancy of residential improvements constructed upon the lots on the Property by Grantor;and (c) After any installation, construction, repair, replacement or removal of any utility lines or equipment as to which easement rights are granted,Grantee shall repair,replace and restore in a manner reasonably acceptable to Grantor,the earth and/or fill,landscaping and planting and any hard surfaces approved by Grantee existing prior to such installation,construction,repair or replacement. 4. This Grant of Basement shall inure to the benefit of and be binding upon the Grantor and Grantee and their respective and successors and assigns. IN WITNESS WHEREOF,Grantor has caused these presents to be executed in its name and its seal affixed the day and year first above written. Signed and delivered in the HABITAT FOR HUMANITY OF THE presence of JACKSONVILLE BEACHES, INC.,a not for profit Florida corporation, d/b/a BEACHES HABITAT By: Witness Haywood M.Ball,Vice-President-Real Estate [.. . ..........................................................� Print name below signature Witness [Affix Corporate Seal) [............................................................... � Print name below signature Page 2 of 3 Riov-21 . 2002 10:50AM No-3444 P - 4/4 STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this day of 2002,by HAYWOOD M.BALL,as Vice-President-Real Estate ofHABITAT FORHUMANITY OF THE JACKSONVILLE BEACHES, INC., a not for profit Florida corporation, d/b/a BEACHES HABITAT,on behalf of the corporation, the Grantor named therein,who[X]is personally known to me or[ ]has produced a Florida drivers license as identification[check one]. Notary Public State of Florida at Large 11,..................... ....I.........-............ ....... Print name below signature [Affix Notary Stamp] My Commission Expires. My Commission No.: T..*MffZW nys and fbal atMt w=MsbR MM MloWlaneouWOwnt of hunrn wo Page 3 of 3 III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yea No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? � eq No N/A (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: pa FD Il� DATE: �+ `� L 4. Is the"R"value for added insulation on exterior walls shouv? No N/A --� 5. 1s the"R"value for ceilings shown? (FBC 13-604.LABC.1) No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) N/A OWNER: Tif r JOB ADDRESS: 3 C0 coufew X0. 7. Are Energy Credits Claimed? Yes & Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes o N/A CONTRACTOR: -hof- fT -T PHONE NUMBER: y� I Z 2 2- B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A (CIRCLE) 1. Survey: IV Foundation Plan: I. Is a specific purpose survey submitted? Yea N/A 1. Are all footings shown,including interior bearing walls, _ 2. Is correct Flood Zone shown? o N/A Column pads and concentrated loads? No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? No N/A in an"A"or"V"zone? Yes NIA 3. Are all elevation changes in slab shown? No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No 4. Is minimum concrete PSI shown7 No N/A 5. Is property in a flood way? Yes No 5. Is slab reinforcement shown? No N/A 6. Is flood way line shown? Yes No (:N/A=:� A. Wire mesh size and gauge? Y No NIA B. Fibermesh reinforcement? Yes 6. Is vapor ,bamer,minimum 6 mil.shown? (FBC 1909.2) rYiW No N/A it. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A I, Are plans sealed by architect or engineer? � No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) No N/A A. Are structural calculations submitted? No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) At No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1 No N/A 3. Is exposure category shown? (FBC 1606.1.8) No NIA l0. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 No NIA (FBC 1805.1) Yes /A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.57Ye No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? ;� No N/A 1. Is finished grade shown? No NIA 7. Does structure meet requirements of FBC Table 500 for number of ' 2. Is minimum floor elevation shown? No N/A stories and allowable area? Yes No NIA A. Minimum 8"above adjacent grade? No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? ea No N/A for structural elements? No NIA C. Base flood elevation? Yes No 9. Are plans designed per SSTD 10-997 es 3. Is minimum footing depth beneath finished grade shown? ea No N/A A. Are all appropriate charts and tables shown? Yes No CMNIA) (FBC 1footin3) B. Are all appropriate requirements circled or highlighted? Yes No 4. Are all footing sizes shown? No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? No N/A Construction in High Wind Areas'? YesN/A 6. is vertical reinforcement shown? es No NIA A. Are all appropriate charts and tables shown? Yes No 7. Masonry construction,B. Are all appropriate requirements circled or highlighted? Yes No A. Is exterior wall finish shown? Yes No NIA 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes No (N/A C. Is exterior wall insulation shown? Yea No N/A A. Are all appropriate charts and tables shown? Yes NoN/A D. Is exterior wall finish shown? Yes No N/A B. Are,all appropriate requirements circled or highlighted? Yes NoN! 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes NoA B. Is exterior sheathing(type and thickness)shown? No N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Z71 No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/ (FBC Table 2306.1) D. Is exterior wall finish shown? No N/A 15. Does bedroom open directly into garage? Yes N/A E. is interior wall finish shown? No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? �r No N/A grade shown? (FBC 2304.2.5) No N/A �� G. Are shear wall segments shown? No N/A 17. Is Designer's name and address shown on plans? '' .`,?l.'� No N/A A. Type of hold-downs shown? No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) No N/A and FBC 1012.1.57 Y£t:a No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? No N/A 19. Are habitable rooms shown with the minium light and ventilation IL Is ceiling type shown,drywall thickness? No N/A requirements of FBC 1203.17 (Ypa' No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? N/A wind load requirements for components and cladding per FBC 1606?,:: es No N/A frame B. Are conventional e rafters used? `Yes � 21. Does floor plan show fireplace? ��o 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes No NIA A. Is minimum stair width shown? (FBC Table 1004) Yes No NIA 3. Grade of lumber shown? Yes No B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A C. Type of roof sheeting shown? <a No N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/A 1. Thickness of roof sheeting shown? No N/A D. Are required landing shown? (FBC 1007.4)? Yes No 2. Grade of roof sheeting shown? Nopatte (1T73>yN/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No / 3. Nailing pattern of roof sheeting shown? (1T73>es No l� 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) t� Construction details shown? (May require engineering.) Yea D. Weight of Dry-In telt shown? yYe / No N/A 24. If required,are tenant separations shown? Yes �o E. Type of roof cover shown? es No NIA A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fiberglass shingles shown? ,._ B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes Not 25. Are all columns and beams shown for porches and lanais? Yes NIA 2. Attachment of the roof shown? es No {N/Al A. Are column type,size and anchorage shown? Yes No (FBC 1507.3.7) �+c+✓ B. Are beam type,size,span and anchorage shown? Yes No 3. Other roof covering and attachments shown? Yes No s. N/ 26. Are all lintel and beam details shown? Yes No F. Length of roof overhang shown? c Y � No A 27. Are engineering details provided for butt glass? Yes No G. Type of soffit and fascia shown? Y No N/A H. Attic ventilation shown? 7 No N/A L Location,type and thickness of flashing shown? - VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) �.Ypa No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of eave metal shown? Yes No H!A r required connections? No N/A 2. Are all headers,beams,girders and interior bearing walls shown? ea No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A l application? > No N/A B. Is ceiling joist plan shown,including size,spacing, *� 2. Are all room dimensions shown? „ :;, No N/A species,grade of lumber,span and connections? Yes No �A 3. Are all door and window sizes shown? Yjg:> No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes ,' No N/A grade of lumber and connections? Yes No /A 5. Is required tempered glass shown at all hazardous locations? "" D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yss: No N/A of lumber? Yes No 6. Are all vertical reinforcements shown? ,"'r. No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing g ea` No N/A pattern? 7. Are all shear wall segments shown? 3f . Yes y No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes -'No N/A 9. is required attic access shown? lames No .N/A' 10. Are all plumbing fixtures shown? Yes, No VIII. Floor Framing. I1. Are all electrical fixtures shown? �'Aes No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? 6 �No N/A uplifts and connections? Yes NoN/A A. Is air handler and condensor location shown? No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? No N/A grade of lumber and connections? Yes No 13. Are all smoke detectors shown? (FBC 905.2) es No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FSC 11-11) (Yes,--' No N/A Y PLAN REVIEW COMMENTS Permit Application Applicant. Q Address: Project: o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat,Single Family Home Builder: Beaches Habitat Address: 360 Church St. Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 — SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1125 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 — 13. Heating systems b. Clear-double pane 130.0 ft2 — a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 143.0(p)R _ c. N/A b.N/A _ c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,972.0 ft2 _ EF:0.92 _ b.N/A _ b.N/A c. N/A _ d.N/A _ c. Conservation credits _ e.N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1126.0 ft _15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 18489 PASS Total base points: 20243 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this 04 iIi>33T9 Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVAC with the Florida Energy Code. ti �� • ' '?' Before construction is completed a _ DATE: /4—.� y- this building will be inspected for a I hereby certify that this buil i esigned, ' in compliance with Section 553.908 compliance with the Flori ode. Florida Statutes. c00 WE � OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: /b - 0 ' 0 EnergyGauge®(Version: FLRCPB 0.21) I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1125.0 20.04 4058.1 Double, Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 Double, Clear NW 1.5 4.0 6.0 25.46 0.85 129.3 Double,Clear NW 1.5 4.0 9.0 25.46 0.85 194.0 Double,Clear NW 1.5 6.0 15.0 25.46 0.93 353.4 Double,Clear NE 6.0 6.0 20.0 28.72 0.59 336.3 Double,Clear NE 1.5 6.0 20.0 28.72 0.92 528.9 Double, Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double, Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double, Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 As-Built Total: 130.0 3646.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 972.0 1.70 1652.4 Exterior 972.0 1.70 1652.4 Base Total: 972.0 1652.4 As-Built Total: 972.0 1652.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1124.7 1.73 1945.7 Under Attic 30.0 1126.0 1.73 X 1.00 1948.0 Base Total: 1124.7 1945.7 As-Built Total: 1126.0 1948.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 143.0(p) -37.0 -5291.0 Slab-On-Grade Edge Insulation 0.0 143.0(p -41.20 -5891.6 Raised 0.0 0.00 0.0 Base Total: -5291.0 As-Built Total: 143.0 -5891.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1125.0 10.21 11486.3 1125.0 10.21 11486.3 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT#: BASE AS-BUILT Summer Base Points: 14083.3 Summer As-Built Points: 13073.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 13073.0 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 5076.2 14083.3 0.4266 6007.9 13073.0 1.00 1.138 0.341 1.000 5076.2 11 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Points .18 1125.0 12.74 2579.9 Double,Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 Double,Clear NW 1.5 4.0 6.0 14.03 1.01 84.9 Double, Clear NW 1.5 4.0 9.0 14.03 1.01 127.3 Double, Clear NW 1.5 6.0 15.0 14.03 1.00 211.1 Double, Clear NE 6.0 6.0 20.0 13.40 1.04 279.8 Double,Clear NE 1.5 6.0 20.0 13.40 1.01 269.7 Double,Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double, Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double,Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 As-Built Total: 130.0 1376.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 972.0 3.70 3596.4 Exterior 972.0 3.70 3596.4 Base Total: 972.0 3596.4 As-Built Total: 972.0 3596.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1124.7 2.05 2305.6 Under Attic 30.0 1126.0 2.05 X 1.00 2308.3 Base Total: 1124.7 2305.6 As-Built Total: 1126.0 2308.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 143.0(p) 8.9 1272.7 Slab-On-Grade Edge Insulation 0.0 143.0(p 18.80 2688.4 Raised 0.0 0.00 0.0 Base Total: 1272.7 As-Built Total: 143.0 2688.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1125.0 -0.59 -663.7 1125.0 -0.59 -663.7 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT#: BASE AS-BUILT Winter Base Points: 9558.2 Winter As-Built Points: 9773.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9773.0 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 5533.0 9558.2 0.6274 5996.8 9773.0 1.00 1.162 0.487 1.000 5533.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT* BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6008 5997 8238 20243 5076 5533 7880 18489 PASS:D R ZHE ST 91��'°.n fi EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 360 Church St., , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score,the more efficient the home. 360 Church St., , , 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 — b.N/A 5. Is this a worst case? Yes _ — 6. Conditioned floor area(W) 1125 W c. N/A 7. Glass area&type _ — a. Clear-single pane 0.0 W _ 13. Heating systems b. Clear-double pane 130.0 ft? — a. Electric Heat Pump Cap:24.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ff _ HSPF:7.00 _ d. Tint/other SHGC-double pane 0.0 W b.N/A — 8. Floor types _ — a. Slab-On-Grade Edge Insulation R4.0, 143.0(p)ft _ c. N/A _ b.N/A — — c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,972.0 fe _ EF:0.92 — b.N/A _ b.N/A — c. N/A — — d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1126.0 W ! 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o��t�E STAp� in this home before final inspection. Otherwise,a new EPL Display Card will be completedY based on installed Code compliant features.' Builder Signature: Date: - Address of New Home: City/FL Zip: c0D W'B *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeV(Version:FLRCPB v3.21) SINGLE FAMILY HOME HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 I'te 3 thug Lie Q It RHVAC. RtSIDVIIAL HVAC LOADS Prepared By: Rick Janousek Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 10-24-02 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 2 Project Summary Project: Single Family Home Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Rick Janousek Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Comment: Design Data Project Name: Single Family Home Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Famiiy Home Neptune Beach, FL 32266-1798 10-24-02 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 5,572 5,572 1 OD Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration:Winter CFM: 135.0, Summer CFM:60.0 168 6,676 2,090 1,384 3,474 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,653 3,010 17,612 20,622 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible +latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 5,572 5,572 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration: Winter CFM: 135.0, Summer CFM: 60.0 168 6,676 2,090 1,384 3,474 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 System Load Totals: 23,653 3,010 17,612 20,622 Check Figures Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 System Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach, FL 32266-1798 10-24-02 Page 5 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 181 3,238 42 0-0 0 2,718 647 124 1.00 124 124 Bedroom 2 Bath 154 1,466 19 0-0 0 1,980 75 90 1.00 90 90 1/2,Laun dry 3 Kitchen 112 1,383 18 0-0 0 3,260 112 148 1.20 178 148 4 Dining 100 4,113 53 0-0 0 1,906 435 87 1.25 108 87 5 Living 225 5,392 70 0-0 0 3,208 435 146 1.25 182 146 6 Bedroom 209 5,025 65 0-0 0 2,252 889 102 1.00 102 102 3 7 Bedroom 144 3,036 39 0-0 0 2,288 417 104 1.00 104 104 2 System 1 1125 23,653 307 17,612 3,010 801 889 801 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.719 85%/15% 17,612 3,010 20,622 Recommended: 1.906 77%/23% 17,612 5,261 22,873 System#1 Equipment Data Heating System Cooling System Thursday,October 24,2002 OW T 'N� AP SH i LOTS 3 AND 8M, BLOCK 1 , LEWIS SUBDiVISON, OF THE CURRENT PUBLIC RECORDS OF -3 ,60 CHURCH ROAD 0 60' RIGHT-OF-WAY"i ( OVERHEAD ELECTRIC LINE Vill SET 112" IRON SET 112" IRON PIPE (LB 3672 - E AS T 56 . 00 PIPE (1-8 3672) ------------ pl 26. 100' BY PLAT , 8'*Ook 3.2'k5 0.4" ROD (NO CAP) w 1.6 FOUND 5/8" IRONII.iooe )OD POW4�POLE < 0-4 EAST u % A V) Pine Dok z Pine m 1.8, < u O.k Z FF E 0 1 l 0 ok 0 LOT 4 , BLOCK 1 ! o W i LOT 2, BLOCK 1 u z 0 oSc H-o T)P-1 V& 47 UJA 0.1 O.k O 0 ok 0 sloe- Lli 1 Gu 0 L-Li >- 0 < 4-E3 0 3: I FOUND 112" IRONIZ-- 1 8-H;, k LL PIPE (No CAP) 0 & 0.1' NORTH. FM-0 C K 7-1 Hic�4 O-l' WEST LOT 51, wkory L!- BLOCK 1 7 0 Ln 0 i�44 < r-rl 0 V) LLJ �5"Pine 076 VACANT 12"POM 2 Pine morofio LOT 9' BLOCK I OT11 Ook 7 . BLOCK 1 t V FLAN REVIEW COMMENTS Permit ApplicationPIC Applicant. G ' 4 �� 01 PLAN REVIEW COMMENTS Permit Application Applicant dv-'ae Jff Address: C Project: , -.; - L -1f;,L' ❑ Your application is approved our permit application has been reviewed and the following items need attention: � C Please re-submit your application when these items have been completed. Reviewed by Signed = Date A), —Z Contractor Notified Date ' CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 10-00000211 Date 3/03/10 Property Address . . . . . . 360 W DUTTON ISLAND RD Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1000 -------------------------------------------------- Application desc 6FT FENCE ----------------------------------------- Owner Contractor ------------------------ ------------------------ KENNELLY BARBARA OWNER 360 CHURCH ROAD AKA DUTTON ISLAND ROAD WEST ATLANTIC BEACH FL 32233 ------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 8/30/10 ------------------------------------------------ Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. Roll off container company must be on City approved list and cannot be placed on City right-of-way. --------------------------- -------------------- Fee summary Charged Paid Credited Due ---- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach Building Department APPLICATION=ER ,. 800 Seminole Road I s1 a[/ Date be assigned by the Bu Atlantic Beach,Florida 32233-5445 �^t� Phone(904)247-5826 - Fax(904)247-51345__ /�st»r E mail: buttding-dept@coab.usCityweb-s+fe: http://vwvw.cxlab.us routed: Z Z APPLICATION REVIEW AND TRACKING FORM Property Address: 3�,o -2),,I-raw l�/ &iii; r#ment review wired Yes No Applicant: ��1,�7) arming&Zoning Project: /� �- e Tree Administrator I Public Safety Fite Services -OP5tgnafure - 1 4 Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept of Environrnenfai Protedion Florida Dept of Transportation St Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing DepartmentF-1Review: Approved. (Circle one.) ents: loff ❑Denied. BUiLDtNG � r PLANNING&ZONING TREEADMIN. Reviewed by: 14 Date: Second Review: []Approved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. ------ Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach Building Department jassfgned�by CATION NUMBER 800 Seminole Road (To the Building Department.)Atlantic Beach,Florida 32233-5445Phone(904)247-5826 - Fax(904)247-5845 � ��=1Rla� E-mail• bullding-dept@c oab.us City website: httP=lAwwwcoab.us DaZ Z S /d APPLICATION REVIEW AND TRACKING FORM Property Address: 0 �� „/ ��,9jd .f� l/ll De rtm #reviewrequire, Y o Applicant: arming&Zon' Project: Tree Administrator Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept of Environmental Protection Florida Dept of Transportation St Johns River Water Management District Arrrry Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other_ APPLICATION STATUS Reviewing Department First Review: Approved. (Circle one.) Comments: ❑Denied. CEBUILDINC) PLANNING&ZONING TREE ADMIN. Reviewed by: Dater 26'/r> Second Review: [Approved as revised. []Denied- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. ODenied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH P7800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09— I I I I I OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 i BUILDING-DEPT(B COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY I.JOB ADDRESS: 2,VALIDATION OF WORK 3.84 FT,UNDER ROOF 4.LEGAL DESCRIPTION,, S.CLASS OF WORK: 8.USE OF STRUCTURE ❑NEW BUILDING [I DEMOLITION ESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7:DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER: 7e ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE 0'(5fHER O 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: '�-&- rbcrn r-�.P ) 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: OtFIC�PHHOO: ' 12.FAX NO.: 19.OFFICE PHONE: 20,FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: �\ 1 LL�[[LL ELL p— 003—4(P5 21.CELL PHONE: 29.CELL PHONE: 4. EMAIL ADDRE S: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FRIE(IF OTIMMTH/W CV*40) BONDING CQMpXNY: IIwIQ1111TU iE LIENDER: 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 136.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Fumaces,Rollers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. * WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU LENDER OR AN ATTORNEY BEFORE RECORDIN OWNER or AGENT . (Ir App Power of A#dnsy or fte"Lett Rw#*vd) r Signed: Q ! Sig Before me this day of ell rVt ( fin the county of Before Duval,State of Florida,h personaNy p red Duval, tat d' It ��"6 �e K4,nne. 11q herin by himself/herself and affirms that all statements and d4darations are herin by hi WWd ed ons are true and accurate. true a ,y,�e,r NV�Pn, blic at Large,State of / v County ofV /�� Notary u c ( /, /� d IdeMficatbn- !` U q ❑ own IdentificaW Notary Signature: Notary Signature: REVIEWED FOR CODE COMPLIANCE BL ' It _icatNlf DOIrtr11� CITY OF ATLANTIC BEACH EXPIRES:maich 00,2ot3 SEE PERMITS FOR ADDITIONAL, • Ilmlded Ttn Notary Pul*Uridenaftm REQUIREMENTS AND CONDITIONS. REVIEWED BY: 0, DATE:-2 a 6=fCJ CHURCH ROAD 60' RIGHT-OF-WAY (N$9'56'28"E 55.94' FIELD) FOUND 1/2- IRON EAST 56.00' FOUND 1/2" IRON PIPE (l8 3672) PIPE (1-8 3672) 126.00' BY PLAT Q is 0.3• wow POWER IS I vt � IA C4 W I N I CONCRETE WAV '� 3 13.2' c 15.9' o O law O {nO Y ILuj , � to8 K 0 ri o � Ci `^ w ; J J ( m �' N z � o LOT 2. BLOCK 1 m + � Z F- W H CN � aW x C 0 p0 OZ (n b G pZ NW o O o` v 15.0' 25.2' 15.8' FOUND 3/4' IRON FOUND 1/2- IRON PIPE (NO CAP) 15.00' 0.5 PIPE (1.8 3672) ° W WEST 56.00 w (55.89' FIELD) W LOT 7, BLOCK 1 Q LOT 8, BLOCK 1 LOT 9, BLOCK 1 W J to o in W son m O Z W U o Z W In W 126.00' BY PLAT - j City of Atlantic Beach APPt_lCATlONNUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 'e� Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 _ b ;3�f. E-mail: building-dept(gcoab.us Date routed: Z Z J ld Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: LQO 2)&/-row /5/^,b Depaunerstreview required Yes No ui di Applicant: 71�� arming&Zoning _ Tree Administrator Project: Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept of Transportation St Johns River Wafer Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING CANNING&ZO G Reviewed by: —`. Date: 2 /D TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Dented. Comments: Reviewed by: Date: Revised MUM i ` CITY OF ATLANTIC BEACH oAI I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 77- 32233 r OFFICE:(904)247-5828•FAX NO.:(904)247-5845 4`1BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JOB ADDRESS: 2.VALUATION OF WORK 3.SQ.FT.UNDER ROOF lCind IC0I 4,LEGAL DESCRIPTION: ' 5.CLASS OF WORK: 6,USE OF STRUCTURE: ❑NEW BUILDING ❑DEMOLITION IMESIDENTIAL, LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7.DESCRIPTION OF WORK ❑ALTERATION ❑ACCESSORY BLDG. S.FIRE SPRINKLER: ❑REPAIR [3 POOL/SPA [I YES E3 WA / ❑MOVE WeT-HER WNO PROPERTY OWNER: CONTRACTOR: ARCHITECT I ENGINEER: 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 'j� r 1 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: It 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: 1.O FIC PHO 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: ae7 _ 4�-dio l 1q6 PHO Ovi-4(PS 21.CELL PHONE: 29.CELL PHONE: 4.EMAIL ADDRE S: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE LE DER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34,ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent,Power of Attorney or Agency Letter Required) (Qualifier Only) Signed: FhAbQ- _ L2&1 I 1 Signed; Date: Before me this day of R/ 1'Vt ( OOfn the county of Before me this day of 2009 in the county of Duval,State of Florida,h personally p eared / Duval,State of Florida,has personally appeared &rb,m-� M �rin el y herin by himself/herself and affirms that all statements and d4clararions are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. 'Notary P blic at Large,State of / V County of I Notary Public at Large,State of ,County of ❑P on. Known ` (� /� /y 5 13 Personally Known Produced Identification- I` r ® v �V ❑Produced Identificetion- Notary Signature: 92 Notary Signature: DONNA L RAl EREgg S�M t 1T XPI �; flooded Tin Notary Ptlbllc llndervrtlters CHURCH ROAD 60' RIGHT—OF—WAY (N89'56'28"E 55.94' FIELD) FOUND 1/2" IRON EAST 56.00' FOUND 1/2" IRON PIPE (LB 3672) PIPE (LB 3672) 126.00' BY PLAT Q w00o POWER 10LECD4 i.5•. W N N N COwJEIE VE Lj 3 � 14.9' 75.2' n F-- 0 o w O t O.Q' 15.9' x oY L, Q 0 M :9 Q I.�_ o r) N w D J J ( M E rn N z M o LOT 2, BLOCK 1 d- 5 S 3 Q I = t Z N O N f" y� W gt �y x D W J ooh Z3 Cr� U _55 o � � �' LJ V) o Z z (n �_ N u W N z v Z LTJ G O tY 15.0' v S 25.2' 15.8' Na FOUND 3/4' IRON FOUND 1/2" IRON PIPE (NO CAP) 715.00' 0.5• PIPE (LB 3672) :2 1 i 0.— z WEST 56.00' _Z_ w (55.89' FIELD) w LOT 7, BLOCK 1 a LOT 8, BLOCK 1 LOT 9, BLOCK 1 w _ _ z }' N El < City antic Beach W Plonr IniQV and onhV Deparbnu,t TM approve verities mpnenee with app"able c zooming, su ivislon and other local land dlopment egulatio s, but does not constitute approval for t e Issuer of permits. Compliance will Florida B ilding C de and all other applicable local, State d Fede 1 permitting requirements O mlMt be verifi d by sigr bture of the City of Atlantic Bich Buildi Official prior to the issuance of a BfRding Perri iii. ` - _ edommu it eve apment Date: 126.00' BY PLAT Property Appraiser- Property Details Page 1 of 1 KENNELLY BARBARA K Primary Site Address Official Record BookiPaye Tile# 360 CHURCH RD 360 CHURCH RD 11078-01520 9417 ATLANTIC BEACH,FL 32233 Atlantic Beach FL 32233 360 CHURCH RD Property Detail_._ _ _error ._ . -. ___-_---_.-_-, Value Summary_ __.-__-_._-. -.rove RE# 172339 0000 2009 Certified 2010 In Progress Tax District USD3 Value Method CAMA CAMA Property Use 0100 SINGLE FAMILY Building Value $75,326.00 $66,326.00 #of Buildings 1 Extra Feature Value $0.00 $0.00 24-92 17-2S-29E.11 Legal Desc. Land Value(Market) $23,520.00 $23,520.00 LEWIS SUBDIVISION Land Value(Agric.) $0.00 $0.00 Subdivision 03139 LEWIS S/D Just(Market)Value $98,846.00 $89,846.00 ; The sale of this property may result in higher property taxes.For more information go Assessed Value(A10) $70,216.00 $72,111.00 to Save Our Homes and our Pro -- Tax Estimator.Property values,exemptions and 1 Exemptions $45,216.00 See below other information listed as'In Progress'are subject to change.These numbers are part of the 2010 working tax roll and will not be certified until October.Leam howthe I Taxable Value $25,000.00 See below Property Appraiser's Office-values property. Taxable Values and Exemptions—In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value .$72,111.00 Assessed Value...................................................$72,111.00 Assessed Value.................................................$72,111.00 ................................................ Homestead Exemption(HX)....................... $25,000.00 Homestead Exemption(HX).......................:$25,000.00 Homestead Exemption(HX).....................$25,000.00 Amend 1 Homestead(HB) -$22,111.00 Amend 1 Homestead(HB) . -$22,111.00 Taxable Value $47,111.00 Taxable Value $25,000.00 Taxable Value $25,000.00 Sales Histor►L_ _�__�_,.____ __error. Book/Page Sale Date Sale Price Deed Instrument Type Code Qualdfded/Unqualified Vacant/Improved 1_.3078_0120 5/2/2003 $59,700.00 WD-Warranty Deed Unknown Improved 10372-00151 1/9/2002 $17,000.00 MS-Miscellaneous Unknown Vacant i 06557-02347 7/27/1988 $100.00 QC-Quit Claim Unknown Vacant 06557-02341 7/27/1988 $100.00 WD-Warranty Deed Unknown Vacant Extra Features No data found for this section Land&Legal Land �__ rLN Code Use DescHption Zoning Front RDepth Category~Land Units Land Value I LN Legal Description _ _ _ 0100 RES LD 3-7 UNITS PER AC ARG-1 56.00 90.00 Common 56.00 $23 520.00 1 24-92 17-2$-29E.11 2 LEWIS SUBDIVISION 3 LOT 3 BLK 1 httn•//nnnc oni net/nan nrnnPrtvCPnrrh/Rncir/TlPtail acnx9RF=17�ZZUMOO