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Permits 889 Jasmine St e 5 a PERMIT WORKSHEET certificate of Occupancy Job Address: 9 3 - Type Work: rhe Property Owner: Phone # Contractor: Phone # Permit#: Date Issued: Building Inspections: Footing Ru-noLli-co on I o4z 9-3:U-7 Slab (j. 3.c)4 Tie Beam `S'oL-7'c q Lintel Nailing / Sheathing - Framing / Cover Up Insulation (� Final Building v Tree Permit# ^� YES NO Electrical Permit# Date/ Copy to ``�� JEA «` vT Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric 6- a. -p� Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Epi - 3 Inspections: Rough Final ` ,to Plumbing Permit# 0;.4- d g y03 Inspections: Rough / Underslab (e •d Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: Ali,� s iOBuidders P FirstSource Project Information for: J74366 Builder: Home Investors Address: 889 Jasmine Street Atlantic Beach, Florida May , County: Duval Truss Design Engineer:Lawrence A.Paine,PE Truss Count: 19 Florida License Number.21475 Builders FirstSource,Jacksonville, FL.32244 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof: 42.0 psf Wind Standard: ASCE 7-98 Floor: N/A Wind Speed: 120 mph Note: See the individual truss drawings for special loading conditions. Engineer of Record: Ronald J. Bongiovanni, PE Florida License No.:24255 Address: 4000-11 St Johns Ave., Jacksonville, Florida 32205 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource- Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building contractor of record, as defined in ANSVTPI 1-1995 Section 2.2 2.The seal date shown on the individual truss component drawings must match the seal date on this index sheet. # Truss ID Dwg.# Seal Date 1 Cil J1070944 1/26/04 SJ3 J1070945 1/26/04 J5 J1070946 1/26104 4 EJ3 J1070947 1126104 5 EA J1070948 1126/04 6 EJ7 J1070949 1/26/04 7 HJ3 J1070950 1/26/04 8 HJ7 J1070951 1/26/04 9 T01 J1070952 1126/04 10 T02 J1070953 1126/04 11 T03 J1070954 1126/04 12 T04 J107 955 1/26/04 13 T05 J1070956 1/26/04 14 T06 J107 957 1126/04 15 T07 J1070958 1/26104 16 T08 J107)959 1/26/04 17 T09 J1070960 1126/04 18 T10 J107)961 1/26/04 19 T11 J1070962 1126/04 Job Truss Truss Type Qty Ply J10709A4 Cil ROOF TRUSS 8 1 (Optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:05 2004 Page 1 200 100 2-0-0 1-0-0 3 Scale:1.5'=1' 6.00 12 2 4 2x4= 1 1-0.0 100 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1-2 >274 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 Weight:7 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) 3=-98/Mechanical,2=277/0-3-8,4=14/Mechanical Max Horz2=132(load case 4) Max Uplift3=-98(load case 1),2=-498(load case 4) Max Grav3=261(load case 4),2=277(load case 1),4=14(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=48,2-3=-73 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 98 Ib uplift at joint 3 and 498 Ib uplift at joint 2. LOAD CASE(S) Standard INCE q• p P ��1FIC v V� = No.21475 * = ,p STATE OF 4 ` ��p •'• ��ORIOp' ••'lvty`� /��ii1111tt`` January 26,2004 Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be � installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss j designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance ;"i"St4 foS w �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB ti-91 'Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Job Truss Truss Type Oty Ply ' J1070946 CJ5 ROOF TRUSS 4 1 ](optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:06 2004 Page 1 -2A-0 5-0-D 2-0-0 5-0-0 3 Scale=1:16.9 6.00 12 2 4 1 2x4= 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 MII20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.18 1-2 >146 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st 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.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 3=102/Mechanical,2=348/0-3-8,4=72/Mechanical Max Horz2=229(load case 5) Max Upli*t 200(load case 5),2=-311(load case 4) FORCES(ib)-First Load Case Only TOP CHORD 1-2=49,2-3=35 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psi top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 Ib uplift at joint 3 and 311 Ib uplift at joint 2. LOAD CASE(S) Standard ttttlllf�f' NCEA. '(IF1C _ * Na.21475 * = ,o STATE OF �O F/-OR10P•' Al January 26,2004 _Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USEppp Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 hNhaFirstSource Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J107094j EJ4 ROOF TRUSS 2 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:07 2004 Page 1 4-8.0 . !'I 4-8-0 THIS TRUSS IS NOT DESIGNED TO 2 Scale=1:14.0 SUPPORT LOADS FROM CONVENTIONAL FRAMING. 6.00 F12 1 3 2x4= 4-8-0 2x4 I 4-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.02 1-3 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.03 1-3 >999 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-0 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) 1=184/0-3-8,3=184/Mechanical Max Horz1=180(load case 4) Max Upliftl=-80(load case 4),3=-175(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=44 BOT CHORD 1-3=0 WEBS 2-3=-118 NOTES 1)This truss has been designed for the Wind loads generated by 120 mph winds at 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 Ib uplift at joint 1 and 175 Ib uplift at joint 3. LOAD CASE(S) Standard I �;�VkCE A. P •'�S I FI = * No.21475 �k = ,p STATE OF ' 0 F/-OR10P January 26,2004 '.� Warning.Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ■ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss tsunciers designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilitygardifabrication, is the erector.Additional permanent bracing of the overall structure is the-88 Quality of the d,building designer.For general guidance LlFirstSource regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 ' Handling Installing and Bracing Recommendation available from Truss Ptate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1070950 HJ3 ROOF TRUSS 2 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fd Jan 23 08:20:07 2004 Page 1 -2-9-15 2-4-6 4-2.15 2.9-15 2-4-6 1-10-9 4 ca 2.4 2x4 C 4.24 F12 3 2 5 2x4 2x4= 1 4-2-15 4.2.15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (ioc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.01 2-5 >999 M1120 249/190 TCDL 7.0 Lumber increase 1.25 BC 0.07 Vert(TL) 0.43 1-2 >86 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft=240 Weight:21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=69/Mechanical,2=295/0-4-15,5=-16/Mechanical Max Horz2=146(load case 2) Max Uplift4=-90(load case 2),2=-454(load case 2),5=-16(load case 1) Max Grav4=69(load case 1),2=295(load case 1),5=180(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=50.2-3=96,3-4=19 BOT CHORD 2-5=-136 WEBS 3-5=148 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 If above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 4,454 Ib uplift at joint 2 and 16 Ib uplift at joint 5. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 ; r,NC E A• Uniform Loads(plf) �Q Vert:1-2=-54.0 CIFIC .y Trapezoidal Loads(plf) v;�(`� �Q��• Vert:2=-2.8-to-4=-57.3,2=-0.0-to-5=-31.8 — = k No.21475 1r = ,o STATE OF 4 �p SIONA%-O January 26,2004 !© Warning.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 BEFORE USE k'nBudders Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer,Bracing shown is tot lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance �. �u w /V' I regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply T01 SPECIAL 1 1 J1070952 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:09 2004 Page 1 -2-0-0 3-0-0 6-4-14 9-8-0 12.11-2 1 16-4-0 19-4.0 21-4-0 2-0-0 3-0-0 3-4-14 3-3-2 3-3-2 3.4-14 3-0-0 2-0-0 Scale=1740.0 +MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.BRACING 46= SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 2x4 11 2x4 11 2x4 II 2x4 II 2x4 11 2x4 11 4x6= 2x4 Il 2x4 II 2x4 11 3x8 7(1)= 3x8 2x4 11 4x6= 6.00 12 3 4 x II x II 6 7 + + + + n 0 2 8 1 9 Io 3x8= 14 13 12 11 10 3x8= 3x4= 2x4 11 3x8= 2x4 3x4= 3-0-0 6.4-14 1 9-8-0 1 12.11-2 16-4-0 19.4-0 3-0-0 3-4-14 3.3-2 3-3-2 3-4-14 3-0-0 Plate Offsets(X Y): f2:0-4-12,0-1-8],18:0-4-12,0-1-8],[15:0-3-11,0-2-41,[17:0-3-11,0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.33 12 >690 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.36 12 >643 BCLL 10.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.09 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft=240 Weight:131 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D'Except' TOP CHORD Sheathed or 4-0-2 oc purlins. Except: 15-16 2 X 4 SYP No.3,16-17 2 X 4 SYP No.3 2-8-0 oc bracing:3-7 BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1481/0-3-8,8=1481/0-3-8 Max Horz2=128(load case 4) Max Uplift2=-1202(load case 4),8=-976(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-2578,3-4=-2322,4-5=-4484,5-6=-4484,6-7=-2322,7-8=-2578,8-9=49 BOT CHORD 2-14=2235,13-14=3962,12-13=3962,11-12=3962,10-11=3962,8-10=2235 WEBS 3-14=926,4-14=-1818,4-13=115,4-12=578,5-12=-386,6-12=578,6-11=115,6-10=-1818,7-10=926 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)Provide adequate drainage to prevent water ponding. `�� N C E q 5)Gable studs spaced at 1-4-0 oc. ``� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1202 Ib uplift at joint 2 and 976 Ib uplift at joint 8. v �,F(C, '•q/y Ir .q 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 8)The building designer is responsible for the design of the roof and ceiling diaphragms,gable and shear walls,and supporting shear wellsNo. 21475 Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. _ LOAD CASE(S) Standard ,o STATE OF 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 ��0,�, •��OR�pP ��/ Uniform Loads(plf) Vert:1-3=-54.0,3-7=-123.6,7-9=-54.0,2-14=-30.0,10-14=-35.3,8-10=-30.0 S's+ NG Concentrated Loads(lb) �/ /ONAI-E Vert:14=-63.0 10=-63.0 I f t I t t \\\ January 26,2004 I� Warning-Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mib7473 BEFORE USE MR& Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be _VF Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss ers] designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the I responsibility is the erector.Additional permanent bracing io the overall structure is the responsibility of the building designer.For general guidance � �� regarding fabrication,quality control,storage,delivery,erection and bracing,consult DST-BB Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply ' J1070954 T03 ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville,FL,32244 4.201 SR1 s Oct 17 2001 Mi7ek Industries,Inc. Fri Jan 23 08:20:10 2004 Page 1 -2-0-0 5-1-4 9-B-0 14-2-12 I 19-3-B 19x3-0 2.0.0 5.1.4 4-6-12 4-6-12 5-0-12 0-0.8 Scale=1:36.4 4x6= 4 6.00 12 2x4 \. \ 2x4 5 3 6 2 1' n v o 1 3x6% 7 3x6 3x8= 9-8-0 19-4-0 9-8-0 8-8-0 Plate Offsets(X Y): [2:0-2-10,0-1-81,[6:0-2-10,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.17 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 6-7 >912 BCLL 10.0 Rep Stress Incr YES WB 0.19 HOrz(TL) 0.03 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 11/deft=240 Weight:87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-1 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-11-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(iblsize) 6=793/0-3-8,2=92610-3-8 Max Horz2=273(load case 4) Max Uplift6=-449(load case 5),2=-689(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-1273,3-4=-1000,4-5=-1002,5-6=-1292 BOT CHORD 2-7=1096,6-7=1122 WEBS 3-7=-288,4-7=603,5-7=-318 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wand. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 Ib uplift at joint 6 and 689 Ib uplift at joint 2. `ltttlrrrt� LOAD CASE(S)Standard �� `NC E A Q� •' KIFIC''. �y ; = * No.21475 * - ,o STATE OF 9'S ONALO January 26,2004 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE il&rs Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss vwBu designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the IV responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance I I"� ^j,(�'� �� ',. regarding tatincation,quathy controi,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 {~ s t."V••�, Handling Installing and Bracing Recommendation available from Truss Plate Institute,683 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1070955 T04 ROOF TRUSS 1 2 o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Nov 16 2000 MiTek Industries,Inc. Fri Jan 23 16:09:16 2004 Page 2 LOAD CASE(S) Standard Uniform Loads(pig Vert:1-2=-54.0,2-5=-140.1,5-31=-54.0,6-31=-141.0,6-32=-141.0,11-32=-54.0,2-33=-77.9,14-33=-169.7,14-34=-169.7,34-35=-121.9,12-35=-30.0,10-12=-30.0 A Warning-Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU.7473 BEFORE USE Wilk an Design valid for use only with MiTak connectors.This design is based only upon parameters shown,and is for an individual building component to be *Bik1&rs1 Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss DUN '.. designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiliity of the erector. Additional permanent bracing of the overall structure is the responsibility of Me building designer.For general n,guidance First ['ti�, e � regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-8g Bracing spectfigtion,and HIB-91 IGG_V! [u Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofric Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1070957 T06 ROOF TRUSS 4 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:11 2004 Page 1 -2-0-0 7-9-4 15-0-0 16-1-0 21-6-12 21 8.8 25-5.5 30-0-0 32-0-0 2-0-0 7-9-0 7-2-12 1-1-0 5.5-12 0-1-12 3-8-13 4-6-11 2-0-0 Scale=1:60.3 4x6= 4 6.00 12 3x4 3x6 5 3 2x4= 6 0 2x4 II 9 2 7 0 7 N 40 1 BX8 O 3x6= 13 12 11 3x8 c 3x6= 2x4 11 3.00 Ll2 2x4 11 7-94 15-0-0 X6-1-9 21-8-8 I 30-0-0 7-9-4 7-2-12 1.1-0 5-7-8 8-3-8 Plate Offsets(X Y): [10:0-2:8,0-2-12) LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.36 9-10 >995 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.51 9-10 >705 BCLL 10.0 Rep Stress Incr YES WB 0.63 HOrz(TL) 0.27 7n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft=240 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D`Except' BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. 11-14 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-13,5-10 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=1381/0-3-8,7=1382/0-3-8 Max Horz2=330(load case 4) Max Uplift2=-930(load case 4),7=-930(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=-2234,3-4=-1997,4-5=-2025,5-6=-3905,6-7=-4098,7-8=48 BOT CHORD 2-13=1909,12-13=24,11-12=0,9-10=3397,7-9=3700 WEBS 10-12=119,4-10=1343,5-9=1136,6-9=-91,3-13=-240,10-13=1954,3-10=-209,5-10=-1748 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wand. The lumber DOL increase is 1.60,and the plate grip increase is 1.60 3)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 930 Ib uplift at joint 2 and 930 Ib uplift at 1 t I I I t joint 7. `� INCE q LOAD CASE(S) Standard �P:�fz��F�CgT•'1'� ', V = * No. 21475 -o STATE OF �'./SS/ONAI-EN` January 26,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 BEFORE USE S Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parementers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the regardinbfablity is the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance �� 'i regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-813 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1070a59I T08 ROOF TRUSS o tional Builders FirstSource,Jacksonville,FL.32244 4.201 SRI s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:12 2004 Page 1 2-3-8 7-7.12 13-0-0 154-8 17-0-0 23.2-12 30-0-0 _ _ 32-0-0 r 2-3-8 5.44 5.44 24-8 1-7-8 6-2-12 6.94 2-0-0 Scale=1:58.4 5x8= 4x6= 5 6 6.00 12 3x4 i \ 4 3x4 3 7 0 2 1 8 ro10 4x10= 15 14 2x4 II 9]01" 0 4z6 2x4 3x4= 12 11 10 3x6= i 2.4 11 5x8= 5x6= 2x4 11 2-3-6 7-7-12 13-0-0 154-8 17-0-0 23-2-12 30-0-0 2.3-8 5.44 5.4-4 24.8 1-7-8 6-2.12 6-94 Plate Offsets(X YL f5:0-6-0 0-2-8] [6:0-3-4,0-2-01,[8:26-2-0,13-3-151,[8.0-0-4 Edoel [13:0-2-8,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.43 2-15 >825 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.50 2-15 >710 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.26 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Ildefl=240 Weight:195 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D*Except* TOP CHORD Sheathed or 3-10-9 oc purlins. 5-6 2 X 4 SYP No.2D,6-9 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2D"Except* 2 Rows at 1/3 pts 2-14 12-16 2 X 4 SYP No.3 Attach scab with a double row of 0.131"x3"nails spaced WEBS 2 X 4 SYP No.3 8"o.c.staggered 4".Refer to drawing CNNAILSPI299 LBR SCAB 1-4 2 X 6 SYP X No.1 D one side for additional nail spacing information. REACTIONS(Ib/size) 1=1220/0-3-8,8=1391/0-3-8 Max Horz 1=-331(load case 5) Max Upliftl=-738(load case 4),8=-902(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-494,2-3=-2943,3-4=-1985,4-5=-1956,5-6=-1707,6-7=-1945,7-8=-2301,8-9=49 BOT CHORD 2-15=2760,14-15=2760,13-14=1696,11-12=0,10-11=65,8-10=1976 WEBS 3-15=248,3-14=-1211,5-14=679,11-13=134,6-13=562.7-10=-68,5-13=17,10-13=1933,7-13=-329 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 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify ` �GNCi E A capacity of bearing surface. "' •. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 738 Ib uplift at joint 1 and 902 Ib uplift at \ IF C ��4, joint B. = V ��l✓� ��'• t� = No.21475 LOAD CASE(S) Standard STATE OF �p �F ........ January 26,2004 ---------------------- Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 BEFORE USE tE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer•not truss !u flulu designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance OFirstSource regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91iHandling Installing and Bracing Recommendation available fromTruss Plate Institute,583 D'Onofrio Drive,Madison,W153719 Job Truss Truss Type Qty Ply �J1070961 T10 ROOF TRUSS 1 1 (optional) Builders FirstSource,Jacksonville,FL.32244 4.201 SR1 s Oct 17 2001 MiTek Industries,Inc. Fri Jan 23 08:20:14 2004 Page 1 2-9-8 5-10.12 9-0-0 15-4-8 21-0-0 25-2-12 30-0-0 32-0-0 2-9-8 3-1.4 3-1.4 6-4-8 5-7-8 4-2-12 4-9-4 2-0-0 Scale=1:55.7 5x8= 2x4 II 4x10= 5 6 7 6.00 12 3x4 i 4 3 2x4 B � 0 4z6 i / 2 V n 1 9 0 4210= 15 14 8x12 [" 4 10 6 2x4 11 3x4= 12 11 3x8= 2x4 11 400= 1 2.9-8 5.10.12 9-0-0 15-4-8 1 21-0-0 + 30-0-0 2-9-8 3-1-4 3-1.4 6-4-8 5-7-8 9-0-0 Plate Offsets(X Y): [2:1-8-7,0-4-21,[2:0-8-4,0-0-01,[5:0-6-0,0-2-8],[7:0-7-0,0-2-0],[9:0-8-4,0-0-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.38 13-14 >942 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.46 13-14 >773 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.24 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:179 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D`Except* TOP CHORD Sheathed or 3-8-15 oc purlins. 5-7 2 X 4 SYP No.2D,7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. Except: BOT CHORD 2 X 4 SYP No.2D 1 Row at midpt 2-14 WEBS 2 X 4 SYP No.3 Attach scab with a double row of 0.131"x3"nails spaced LBR SCAB 1-4 2 X 6 SYP X No.1 D one side 8"o.c.staggered 4".Refer to drawing CNNAILSP1299 for additional nail spacing information. REACTIONS(Ib/size) 1=1201/0-3-8,9=1370/0-3-8 Max Horzl=-263(load case 5) Max Upliftl=-806(load case 4),9=-836(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-487,2-3=-3275,3-4=-2563,4-5=-2495,5-6=-2640,6-7=-2589,7-8=-1990,8-9=-2223,9-10=49 BOT CHORD 2-15=3128,14-15=3128,13-14=2272,12-13=62,6-13=-299,11-12=139,9-11=1938 WEBS 3-15=170,3-14=-1025,5-14=684,5-13=416,11-13=1624,7-13=1016,7-11=40,8-11=-229 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 15 It above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building, with exposure C ASCE 7-98 per FBC2001 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 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify `�1 1 ► I I I f f �' capacity of bearing surface. ; t N C E q• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 806 Ib uplift at joint 1 and 836 Ib uplift at joint 9. Q`�• '�(IFIG+q �y LOADCASE(S) Standard - No.21475 ; 1k ,p STATE OF ' O,o '''FORIOp' F ••........••'GN� S,ONAL0 `\. January 26,2004 L� Warnin -Veritytlesi n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE ` i Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the 1&rs regardin fabrication, of the erector.Additional permanent bracing of the overall structure It the responsibility of the building designer.For general guidance f� �� - regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,OSB-89 Bracing Specification,and HIB-91 kt '.. Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 M" S H - "r' .f "�t � �, it �•T+:� �F!# sir t. • OWING SrtJLVY. Lors /� � L3tOc.1' /•�7, SEG7,,�� "iy��9 "X' "P4 according to plat recorded In Plat Book_ 18 Pgde• .:` �;¢ of;tte Pub11C i2eoards , of ¢� „_courtly,Florida 4, 70!.43 Ioi./ice j— Som �bvo. K ry "yam j�i4;�K� 404d �f ,ta v ,Avco 147 g c Vi �. B1Gc/r 147top Olt { � � - � _ InY•�'�� vl,� of ESI �{ �U� I `'J ��a Er7�ji`"3 d+. �• I '1. ��1�1'Lii!. ', i dor x N4 V IPA r$ i{4Drlr ALL 4,vozAr.4 .ANIo,=o,rrA.NCES-rv-w/Y w , 4" /ICT vi IL /��Lv /yI'.�fv/rl►Me►NTJ. p 1 i ; R.E. HOLD G }SNC. j,'2021 AT MIr . a <", ,undprsioned urveyor he',hot tie a; `� r� A+ W s j urutr*0 WhiCh Could Offthe bsylri�►�iq inti sunt�y, ►��p � � � + � r �E�an►nit�ora wwrQnce fal it iF '> !E T A �� E '`.� 'iL�'C�,o��s', ti.,.d,. 1 ' "�P e►l, d�� of eder 4 1 t 0 !i 41 r 146 �v EaT , u�4R. F+�f ii��,��vT.�15 ww� .• { '�'JI+� +'•T• .�r - -- - - - - - - ..- l l I G t , i 41 /4 I �� ST6.EET ' VIE] I r l /49 i ` e Ile- T_ COO- r M MAP SHOWINGS UR�V�YY f R�Of' lots /I P J�.Q vAN iG "BE.4�w according to plat recorded in Plat Book_ J8 Page of the Public tfecords of 7�✓�t County.Florida: 'to Z&WO, { ,r M51 41, �1 - is — f_ tQ N� 17 3 a Y k �1 � �• �,r}i li� r. tl4 �� j� �� °�r�� r. � �V D F eroclr /q 7- Op: �. ,, � � MJP•Ia�):�� ¢.�,,`�?:: I �L�;{ r+�r„�j.J_ ” �`i'.�'.�Ic ,.I•+,' } r v A� m ,'j{� q' r• ,� � ;� � }11i� �'`�M��r. =ts�plfi wg,� � +1�'��s r � �' ��^ .F 771 + rs,I .Y1 ;f{t (v f � •� y A i y• /41/��• � Ik" �+1 r t 4 �� ,�I fj v� �i, },14� Y.�,� jl�Ei �l i iJ� i�i J•. I 7 AOWIAW /ILL 4,voxAr.d AiV.>.O/J7,VNL'!'6�*apw y id�/ iIAE /ICTViMl. /�/lr.10 I�Ii.�lv/rtMd�7^�' ig �d �J V t ¢;9Y'�i4J��w Ir If t tt i'< Cfar' i r ��$+tr : R E HOTS � .� ... ��+�,�rr��,.� r�� /y�� , f ,T ,"f(1tS�l{1 P1�e,!O E88I�� + �yc� �i �' Fii�� 511 ai'F si�'7�'e� RY 9a 31 (�VL�:!r �1 MUS9 I11r ,iii FW � '11�e1,,lndAraignod i1.NNAytx has,hot bash c�Vi a`14��d� � � �� , i%°°° �;' ,ray,to�;tre auect Zf fact the;bgrrieai �1tV "` e ., YI �, ..• d - rd++ E 1P a I ' :u� � i.:.` �� ir. �'+rx� r!I :k t �of Federal kwironce'AdIhn,N-f dH .11016� u' ny 'i Gtit , � e d,, e r• stt, r �f�k ,. t1 , � s �.'�' REVISIONS ZONE I REV DESCRIPTION DATE APPROVED TYPE A OR 8 FENCE LOOSE SOIL PLACED BY SHOVEL AND NOTE. BALES TO BE STAKED AT THE LIGHTLY COMPACTED ALONG UPSTREAM DIRECTION OF THE ENGINEER. FACE OF BALES. BALES BACKED BY FENCE N.T.S. 6'-0' MAX. POST (OPTIONS: 2" x 4" OR 2 1/ 2 MIN. DIA. WOOD; STEEL 1.33 LBS/ FT. MIN.) RUNOFF b � s 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) 4" MIN. ul ' • 6" MIN SIDE VIEW FRONT VIEW STAKED TURBIDITY BARRIER N.T.S. EROSION & SEDIMENT CONTROL «nor fm LW m XML FLO&A MM SIZE FSCM NO. DWG NO. E R O 01 REV SCALE NTS SHS 2 D F 2 REVISIONS ZONE REV DESCRIPTION DATE APPROVED 0 PROTECT ALL DRAINAGE STRUCTURES WITH EROSION & SEDIMENT CONTROL .n SILT FENCE SILT FENCE PROTECTION Fvo`ll N EUTSND DITCH BOTTOM c�\\'��I fir� •. , TYPE III OR TYPE IV TYPE III OR TYPE IV SILT FLOW SILT FLOW 7S' TYPE IV SILT FENCE TYPE III SILT FENCE NOTE: SPACING FOR TYPE III AND TYPE IV TO BE IN ACCORDANCE WITH CHART I. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SLOPE DRAIN APPLICATIONS N.T.S. EROSION & SEDIMENT CONTROL c"ycw - SIZE I FSCM NO. DWG NO. REV SCALE NTS SHEET I ❑F 2 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: R E Home Inv tors Builder: R/E Home Investors Address: �� Permitting Office: Atlantic Beach City, State: Atran (Beach, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New _ ! 12. Cooling systems j 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 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? No 6. Conditioned floor area(ft2) 1234 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ _ a. Clear glass,default U-factor 0.0 ft2 145.0 ft2 _ 13. Heating systems b. Default tint0.0 112 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Labeled U or SHGC 0.0 W 0.0 ft2 HSPF:7.30 _ 8. Floor types _ 1 b. N/A _ a. Slab-On-Grade Edge Insulation R=0.0,147.0(p)ft _ b. N/A _ c. N/A _ c. N/A _ 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0,826.0 ft2 _ a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=11.0, 165.0 ft2 _ EF:0.91 _ c. N/A _ b. N/A _ d. N/A e. N/A c. Conservation credits _ 10. Ceiling types _ i (HR-Heat recovery,Solar a. Under Attic R=30.0, 1256.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0, 18.0 112 _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, It. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 125.0 ft _ PT-Programmable Thermostat, b.N/A MZ-C-Multizone cooling, MZ-11-Multizone heating) I Glass/Floor Area: 0.12 Total as-built points: 20227 PASS Total base points: 21140 r p AS I hereby certify that the plans and specifications covered Review of the plans and TIE ST by this calculation are in compliance with the Florida specifications covered by this o, = ATF Energy Code, calculation indicates compliance y'vP�,,;' _ � Wz:� with the Florida Energy Code. � /fill „ o PREPARED BY: III Before construction is completed a DATE: T 301 this building will be inspected for a I hereby certify that this building, `des' ed, is i compliance with Section 553.908 r,I ooD �� compliance with the is gy C 1 Florida Statutes. OWNER/AGE�Ffi: BUILDING OFFICIAL: DATE: DATE: G /•O 0 EnergyGauge®(Version: FLRCP13 v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: St,Atlantic Beach, FI, 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 1234.0 20.04 4451.3 Double,Clear E 5.0 6.0 17.0 42.06 0.56 400.7 Double,Clear N 1.5 6.0 13.0 19.20 0.94 234.3 Double,Clear N 1.5 6.0 39.0 19.20 0.94 702.9 Double,Clear W 1.5 6.0 14.0 38.52 0.91 492.6 Double,Clear W 1.5 6.0 6.0 38.52 0.91 211.1 Double,Clear S 1.5 6.0 26.0 35.87 0.86 798.4 Double,Clear S 1.5 6.0 30.0 35.87 0.86 921.2 As-Built Total: 145.0 3761.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 165.0 0.70 115.5 Frame,Wood, Exterior 11.0 826.0 1.70 1404.2 Exterior 826.0 1.70 1404.2 Frame,Wood,Adjacent 11.0 165.0 0.70 115.5 Base Total: 991.0 1519.7 As-Built Total: 991.0 1519.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1234.0 1.73 2134.8 Under Attic 30.0 1256.0 1.73 X 1.00 2172.9 Under Attic 19.0 18.0 2.34 X 1.00 42.1 Base Total: 1234.0 2134.8 As-Built Total: 1274.0 2215.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 147.0(p) -37.0 -5439.0 Slab-On-Grade Edge Insulation 0.0 147.0(p -41.20 -6056.4 Raised 0.0 0.00 0.0 Base Total: -5439.0 As-Built Total: 147.0 -6056.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1234.0 10.21 12599.1 1234.0 10.21 12599.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: R: " St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 15439.6 Summer As-Built Points: 14212.4 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) 14212.4 1.000 (1.090 x 1.147 x 0.95) 0.341 1.000 5761.3 15439.6 0.4266 6586.6 1 14212.4 1.00 1.188 0.341 1.000 5761.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA=2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: - St,Atlantic Beach, FI, 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 = Point .18 1234.0 12.74 2829.8 Double, Clear E 5.0 6.0 17.0 18.79 1.24 396.1 Double, Clear N 1.5 6.0 13.0 24.58 1.00 320.3 Double, Clear N 1.5 6.0 39.0 24.58 1.00 960.8 Double,Clear W 1.5 6.0 14.0 20.73 1.02 297.0 Double,Clear W 1.5 6.0 6.0 20.73 1.02 127.3 Double, Clear S 1.5 6.0 26.0 13.30 1.12 386.4 Double,Clear S 1.5 6.0 30.0 13.30 1.12 445.8 As-Built Total: 145.0 2933.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 165.0 3.60 594.0 Frame,Wood, Exterior 11.0 826.0 3.70 3056.2 Exterior 826.0 3.70 3056.2 Frame,Wood,Adjacent 11.0 165.0 3.60 594.0 Base Total: 991.0 3650.2 As-Built Total: 991.0 3650.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 40.0 476.8 As-Built Total: 40.0 476.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1234.0 2.05 2529.7 Under Attic 30.0 1256.0 2.05 X 1.00 2574.8 Under Attic 19.0 18.0 2.70 X 1.00 48.6 Base Total: 1234.0 2529.7 As-Built Total: 1274.0 2623.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 147.0(p) 8.9 1308.3 Slab-On-Grade Edge Insulation 0.0 147.0(p 18.80 2763.6 Raised 0.0 0.00 0.0 Base Total: 1308.3 As-Built Total: 147.0 2763.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1234.0 -0.59 -728.1 1234.0 -0.59 -728.1 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 10066.7 Winter As-Built Points: 11719.6 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) 11719.6 1.000 (1.069 x 1.169 x 0.95) 0.467 1.000 6499.2 10066.7 0.6274 6315.9 1 11719.6 1.00 1.187 0.467 1.000 6499.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: St,Atlantic Beach, FI, 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 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6587 6316 8238 21140 j 5761 6499 7966 20227 PASS �pOVTHE STA.j��O� OD WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ' St, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ 'QHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.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 wails 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 i Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 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 Complywith efficiency requirements in Table 6-12.Switch or clearly marked circuit \ breaker(electric)or cutoff(gas)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 efficiency 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 v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.4 The higher the score,the more efficient the home. St, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 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? No _ 6. Conditioned floor area(ft') 1234 ft' c. N/A _ 7. Glass area&type Single Pane Double Pane _ _ a. Clear-single pane 0.0 ft' 145.0 ft' _ 13. Heating systems b.Clear-double pane 0.0 ft' 0.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft' 0.0 ft' _ HSPF:7.30 _ d.Tint/other SHGC-double pane b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 147.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,826.0 ft' _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0, 165.0 ft' _ 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, 1256.0 ft' _ 15. HVAC credits _ b. Under Attic R=19.0, 18.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret: Unc. AH(Sealed):Garage Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b.N/A 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) 01C14E S74 in this home before final inspection. Otherwise,a new EPL Display Card will be completed �Av �_ 0� based on installed Code compliant features. r nm „ 0 Builder Signature: Date: M Address of New Home: City/FL Zip: c0v *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar7 designation), 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. EnergyGauge©(Version: FLRCPB 03.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire Nouse Energy Design Systems Job: 4130104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904287-1258 Email:energydesignCocomcast.net 0 - ® o For: RIE Home Investors St, Atlantic Beach, FI Notes: resign n •Tm ion Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27625 Btuh Structure 23050 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27625 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 22358 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3617 Btuh Area (ftz) 1234 1234 Total latent equip. load 4537 Btuh Volume (ft3) 9872 9872 Air changes/hour 1.00 0.50 Total equipment load 26895 Btuh Equiv. AVF(cfm) 165 82 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 "F Total cooling 0 Btuh Actual heating fan 1103 cfm Actual cooling fan 1103 cfm Heating air flow factor 0.040 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlc�htsoft Right-suite ResidentialT' 5-0,66 RSR29784 2004-Apr-30 0901 26 C'Documents and Settings,customei My Documents)VnghtsoftlR E Home Investors 1090 Camelia St Atl 5 Page 1 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 . . . . . . 7/29/04 Parcel Number . . . . . - - - Property Address . . . 889 JASMINE ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . SMALLWOOD, LARRY Contractor . . . . . . SMALLWOOD CONSTRUCTION INC. 904 744-3353 Application number 04-00028234 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . Approved . . . . . . . Building Officiial VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: �✓� -" '� 1V C �S T� C�� Permit #: �� "► Property Address: !'4f Legal Description: Lot l,, (5) a OL/ S(- ct) ,cy-) h Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: r Single-Family Resident Commercial - Other: Lowest Floor Elevation: 10. Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. - Public Works _ r a a V`/ f > Planning Dept. - Building Dept. `�_ 3 _ p 3 _ d ICY Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Aus-03-04 09:31am From- T-196 P.01/02 F-882 NATIONAL.FLOOD INSURANCE PROQRAM V-IVIZ, NO -UUI I Expires December 31,200f ELEVATION CERTIFICATE L Important Read the Iran cIm on paM I-T. SECTION A-PROPERTY OWNER INFORMATION Far Inanenoo Ccmpergr uft BUILDING OWNER'S NAME pcY Inbar BUILDING STREET ADDRESS(Induding Apt,Unit,SutDa,and/or 13Rtg.No.)OR P.O.ROUTE AND BOX NO. Company NAIL N 889 JASMINE STREETN~ CITY SPATE ZIP CODE JACKSONVILLE FL 32233 PROPERTY DESMP710N(Lot and 8bck Numbers,tax Parcel Number,Legal Oeswoon,titin) LOT 1 BLACK 141 SECTION'11"ATLANTIC BEACH P.O.18 PG.34 BUILDING USE(0.9.,Residential,Non-rasidwft,Afthan,Aaoessory etc Use s CortNrrerrts arca,d necessary.) RESIDENTIAL u (OPTIONAL) HORIZONTAL DATUM: (Typo): (1M"-*N'-IIN.atW or 441408011' 0 NAD 19V L]NAD 1983 ©USGS Quad Map ❑osier. SECTION R-FLOOD INSURANCE RATE WOW NrFORMATION 81.WIP COMMUNITY NAME I COMAW MAeER BZ COUNTY NME 83,STATE DUVAL FL B4.AMP AND PANEL 67.FIRM PANi3 BA. FLOOD A ) NUMBER 85,SUFFIX 06 FIRM MrDEfc DATE fFECT%SREV10 DAZE 88.RD =,E(S) (2wmAo,use deM of hooding) 12M70901 D 4117109 X WA B10.krcicrota ft sat w of the Base Flood Elevation(BFE)data or bass iwd depth entered n IO. ❑FIS Pdb 0 FIRM ❑Cw0wnity Defw*w ❑ORW Pwmtbe) 811,kr*M the elevation datum used for the BFE in 99:®NGVD 1929 0 NAVD 1988 (3 0fw(Describe):— 812 k rile bulcBre looted in a C=U Bonier Resources Syseem(CBRS)alae a OO*Wse Robw,lsd AreaOPAAT Q Yes ❑No Designa m Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REMM) C1.Bu ft elaralions am based on:❑Catehucim Drawings' D Building UrldwCortskud W ®FhsW CorAdm 'Anew Ebralim CO*MVA be required where cwdWcft d the building Is=r0ft Cl.Buddnp Diagram Number 1(Seled ttlla buldrlg diagram mob amTar 10 the buldrrg for which This eerificee sbeing acrlpiemd-see pages s and 7.If no diagram aowralsly represents the b ift provide a sketch or plawBrrph,) X3.EleMons–Zones All-M AE,AH,A(war 112E),VE,V1430,V(oM BFE),AR,ARIA,ARIAS,APJAI-A30,ARIAH,ARIAO Complete Items C3.-e1 bebw axod ng t4 the buMM dagram Veclled in hem C2,Stale IN datum used.d the ddw is difereM from ire dawrn used for ft SFE in Section 8,convert the dow b That used for the BFE.Show field maas mments and datum mvemm calWation. Use rhe space p v4ded or Ura Comments area of Sadm 0 a Serlarl G,a8 approprWk to domirw t the datum convan im. Dauun lim camin o c r>tnerxs - / - )_ Elevation rebm mads used Doesthe elev*n referencem*used appearon ftFW ❑Yes W No 0 a)Top of botloom 1bor(inducing baeerrieml or w dosure) I Zndm) Q b)Tap of next ttagh for 0 c)Bogan of lowest hodmntel sirumral member(V sones any) ____Rim) A Q d)Altacited garage(top of slab) 10.26 R(m) 0 a)Lowest elwdm of moftery aft equipment �p se.uv the buldsrg(Describe n a Comments area) i.P.M � Q. D n t:oweat adjacent(Tirdetiet�grade(LAG) �it(m) � + .. !A/,b D g)Hghest a) ( )grade(HAG) _R(m) /) 13 h)No.of pennarrerrt openings(flood vents)W n 1 tt above adjaco t grade_,___ Q 1)Total area d al pemweM opening Mcci vett)In C3.h sq.in.(sq,c1t) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to w 0ly elevation Int"lon. I cal y that Mie kftw a w in Sedlons A,It and C on MIs ceftate mpres M my best&**M Udet*the data eivalleble. I understand that iony false sWwW_m& be nlsheble by fine or i nett under 18 U.S.Code Setddim 1001. CERTFIER'S NAME MICHAEL C.FLYNN UCENS N 3281 TITLEPRESIDENT COMPANY NAME FIRST COAST LAND SURVEYNG,INC. ADDRESS CITY STATE ZIPCODE aooa 09AVCR CF=K DPK JACK30WU.9 rZ =19 SIGNATURE DATE T LEPFtONE 7128104 904-779-2082 Aug-03-04 09:31am From- T-196 P.01/02 F-882 WL0M STREET ADWSS(Wk*q Apt,Unit&Ae,aiidbr ft No.)0R P.O.ROUtEAND tit N0. ppb Nuri 889 JASMINE STREET C,RV STATE ZIPCODE :1D�.NAIBm14W � 1. . dFL 32233 . SECTION D-SURVEYOR ENGINEER OR ARCHffWT CERrFICATiON(CONTINUED) Copy balk Bides dtds Sev2tion CeAMIdMt for(1)mmuil (2)Ir>aureruts Wftm V",and(3)bdt"aMeter. COMFITS Check hn Ia47RI11 Wft MION E-W"NQ ELEVATION WO11111ATION(SURVEY NOT R1 UIRED)FORZONE AO AND»ONE A(Wf fti F WE) FbrZomAOandZomA(WIWBMmgOab=EltmOE4. t the Eleva`a,Certificate a inlerrdecifor use as supportng donrlaion for a LOMA orLOMRf, Section C nal be oanpbted. E1.13caking Diagram Number�(Selact the txalld6g diagram most skrrfarto the txrfding for vrhbh tris aertllCate is oorrlpleied-see 6 and 7. if no dlapram ao�aatsyl represents the briding,p uyids a dmth or O tograph.) E2.The tpd the bottom too(br kft basement or errdosure)d the halloo is _1L(m)_n.(aa)p above or ❑below(dredc ane)the hglreM adp�nt grade (ribs natural Bade,1 avgfleble). ©.T=ar L3ulding Dlagmms 6}8 wide ops*Vs(see page 7),the need higher lbor a elevaeed tour(elavaton b)d the baling is _t4(m)_in.(cm)atr m the h0W ad)soent grade.Complele items C3.h and C3.1 on from dform. E4.The top of ft ostlorm of machinery andbr a pnerd servidng tre bul ing is _IL(m),_ir.(crn)n above or p below(check one)the frghest arsiml grade. (the naWral grade,t available). E5.For Zeno AO any t no tlooddept►mmber is mdabler Is thetop d the bow floor almod in aaoorda m with the cmrw*si0a*W managemeiM ordmmoe? n Yes p No p UNmom The tvcai ollidal mtat earth tlMs idortnatan n Section G. SECTION F.PROPERTY 0WNER fMOWNER'S R� ATIVEf CEXWICATION Tho property owner or owner's aN orlaed mpneee d**who c mp m Sedlons A,B,C(hems C3.h and C3.1 Doty),and E for Zone A f Wtw a FEMAAmM orcon u*t wjWnarZmAOnmdspnhere, TheillsimenlsinSadiamAD,CardEare=Wtothe bestafrwO w4edp PROPERTY OWNER9 OR OMMER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE 21PCODE SIGNATURE DATE TELEPHONE COMMENTS n check here ildw me a SECTION G•COMMUNITY S 11:01V1ATION(OPTIONAL) The local didei who's aatiodasd by lower alnance b admatder tre aa7rrnurirWs toodpl6ln management ordnance can complete Sections Ar A C(or q and G d In E NAM Cm*W.C«nple0sthe apPiceble ilern(s)and sign bele+• G1.0 The informaton In Section C wag taken Ion am domnkxe*n OW tm been signed and embossed by a licensed sutvemartg0m,or ard.*d who is autroriaed by We oriocal law iD om fy dwadm Irrtoen som(kr**tie source and date dthe elevOon dam In the Cana um ata below.) G2 p A omlMnunity dkisi compiled Suction E fora baking hooted n ZemA(witaut a Ft=MA4mwW or omnmuni<yimrsd BM a Zane AO. G3.��Ths(olowirrg nbm+atorr(Herts G,4-G911s Orwided to aormrtniN floodplain managen>errt wT>oses• GI.PWW NUMBER G5 DATE PEMMf IS6t1ED t38,a A-7E OF WUANW=UPANCY ISSUED G7.This perrnh has been mAd for.p N"Cion ❑Sub tel hngcvement Ge FJevaton d as bull kwest Door{urduding ba9enlrer►t)d Ire bulldog b _;R(m) DAM fig.BFE ar(n Zone AO)deptr of ioaditg attre baking site is: _"I1(m) Datum: LOCAL OFFICIAI:$NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS n rbr hnrw iF aMr ri"Wf* From- T-206 P.01/01 rom- P.01/01 F-993 MAP OF SURVEY 'DESCRIPTION. "BOUNOARY" TLOT I IN BLOCK 147 OF *SECTION "H' ATLANTIC BEACH" ACCORDNG O THE PLAT THEREOF AS RECORDED IN PLAT 000K 16 AT PASE 3I4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PA. swvm I" SITE a-is, Lai Am jo FA EL-Wa, EL-10. m 74 -60, AU Amyis b MAO, COW'. F.I.P, NOW" 141WF.J.P. LOT 6 ALM 147 I LOT a um so THE AE ry &I f TZVN ,I Imam MAT rpm Le upwv JIM AVAMW M JASKM STRUI MUMV6.46 OR TW WM LVIE OF LOT I r T YY jwMY A6A7J11®IO ir Wray SHOW L rfw SCALe 1 30, To IN ARM90m W41116111*%Arw IMA'r, PFF41EPAFRIA TON DATE Pwacr ZWOMATION morwEv— URVEYI LANDrvmva� No. wo. -DRAW MY, -Mcf fflumom" gm SM WA E VRZVF RevE PHWEV na-am FrNAL CERT OA Na. Lo M k ,j�S!.:Lyyt y CITY OF ATLANTIC BEACH .For BUILDING / ZONING DEPARTMENT �Do J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application Property Address: Applicant: r1'�C �.� Project: ` " Thispermitapplication has been: S2pePP A roved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: 0 i V E 0 il R 9 a !C 3E�,GN . " " W' CITY OF ATLANTIC BEACH ; , :SPR 0 2004 BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND C RCI By: wu Dat . 4 Job Address: ✓� is'l/�r/E' 7s��GT Owner's Name: " �e lydywe Address: S/5-/ Svtr/ e Phone: 7'96 Legal Description: Block Number: /� Lot Number:_�_Zoning District: Contractor: V &Z-0. State License Number: e,66 0,2 �O 6 ,� Address: X41. &W4A7 Phone: 3.3 y 3gA - C 2a City: ;J. / State: f Zip: Z6 7Fax: ''S'a Describe proposed use and work to be done: 9/f /ilH7i c P r G r Present use of land or building(s): Valuation of proposed construction: / Is approval of Homeowner's Association or other private entity required? dif yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ 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. ❑ NO. Applicant certifies that no trees will be removed for this project. r&YYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree L/` Removal Permits to be reviewed bZ the Tree Conservation Board,which meets two times each month. Pe v_w r-r, c'G Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 904-247-5826. 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. - Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ei.atlantic-beach.fl.us Page 1 Revised 1/14/03 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications... 1 hereby certify that all information provided with diAs application is correct. Signature of owner: r�1' Date: d< 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 corre d that the plans and sup rting data have been shall be provided as required Signature of Contractor: Date: 6 Address and contact information of person to receive all correspondence regarding this application(please print). Name: ,Z' ,�/ z v _ Mailing Address: v C �' Z> 7 Telephone: ,.2CS�'�_Fax: � ��`� � E-Mail: AS TO OWNER: Sworn to and subscribed before me this 3o day of '20 • State of Florida,County of Duval Notary's Signature: ( d,e 11MYs'' EDWARD WINTERS 2--Personally known MY COMMISSION#DD 019449 ❑ produced identification s;? EXPIRES:April 19,2005 �tQC' Bonded ThruNotary Public Underwdters Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this -3o day of ,20 6 State of Florida,County of Duval i Notary's Signatur w Nar r EDWARD WINTERS [y'personally known MY COMMISSION#DD 019449produced identification EXPIRES:Apol 19,2005 ❑ 3andedThruNotary Public Undewk. Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ei.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: 6 • z5 - 0 V Address �Q�g ,,J,q S M Ai /j E Heated Square Footage /,2 3 y @ $ per sq ft= $ Garage/ hed 3 ?(6 @ $ r9 per sq ft= $ Carport/ orch P per sq ft = $ Deck O @$ O per sq ft= $ Patio 80 @ $ per sq ft= $ TOTAL VALUATION: $ ,/�Q00y Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: a(, - / + 1/Z Filing Fee $ FLOOD ZONE: �_ (1) Fireplaces @$35.00 $ 3 3-00 IMPERVIOUS SURFACE. BUILDING PERMIT FEE $ WATER IMPACT FEE $ 410 SEWER IMPACT FEE $ "O ✓ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ O C Pyv) RADON HRS .0050 $ { SECTION H PAVING (7a } $ / O SO ✓ CROSS CONNECTION $ 3 5— �✓ ST(/G;o) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 1 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 i Drinking fountai cemak YZ Floor drains 2 Hose bib 1 2_ Kitchen.sink,.domestic 2 Kitchen sink, domestic with food waste grinder and/or Z dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavato 1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flushor 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~ d.3 MULTIPLIED X 20 TOTAL$ /O Symbols Numbering System A General Safety NOre, PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13�" *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the D Dimes to bath sides of truss and building designer,erection supervisor,property owner and all other interested parties. securely seat, J2 J3 J4 2, Cut members to bear tightly against each T „ TOP CHORDS other. C2 C3 lg ►� — 3. Place plates on each face of truss at each V p °4 JS joint and embed fully,Avoid knots and wane O �l at joint locations. T u + O U �y U 4, Unless otherwise noted,locate chord splices 0 d at Y,panel length(±6'from adjacent joint.) cs C7 C6 g. Unless otherwise noted,moisture content of *For 4 x 2 orientation,locate BOTTOM CHORDS lumber shall not exceed 19%at time of fabrication. plates 1/8"from outside edge it J8 J7 J6 of truss and vertical web. 6. Unless expressly noted,this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator.General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size,and X perpendicular to slots.Second in all respects,equal to or better than the dimension is the length paraliei CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31,96-67 10.Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design, LATERAL BRACING 11,Bottom chords require lateral bracing at 10 SBCCI ft.spacing,or less,if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W,970036-N unless otherwise noted, continuous lateral bracing. NER 561 12.Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13.Do not overload roof or floor trusses with stacks of construction materials, BEARING BMW �! C 14,Do not cut or alter truss member or plate Indicates location of joints at without prior approval of a professional which bearings(supports)occur, W engineer. t "` l�.Gare should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX-7473 O 1993 MiTek@ Holdings, Inc. IIL Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No NIA 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 N/A AND DETAIL-(FBC 104.2.1) 3. Is the`R"value between common walls shown? Yes No N/A./ _ (FBC 13-602.I.ABC.1.1) PLANS EXAMINER: ` /m 1'A ILOD DATE: 4. Is the 11 value for added insulation on exterior walls shown? Yes✓No N/A 5. Is the 'R"value for ceilings shown? (FBC 13-604.LABC.1) Yes✓No NIA (/1��e 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A OWNER: SMA 6�,%A /> COA*r. ]OB ADDRESS: 889 SASIY(106- 7, Are Energy Credits Claimed? Yes t/No N/A C A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes�/No NIA CONTRACTOR: SHA((-w0m (2DI6ST. PHONENUMBER: GS.,20B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A-1' C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes oeNo N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes �✓ o N/A I. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes t/No N/A Column pads and concentrated loads? Yes✓No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A in an"A"or"V"zone? Yes No N/A 3. Are all elevation changes in slab shown? Yes No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A✓ 4. Is minimum concrete PSI shown? Yes t/ No N/A 5. Is property in a flood way? Yes No N/A✓ 5. Is slab reinforcement shown? Yes✓ No N/A 6. Is flood way line shown? Yes No NIA✓ A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes s/No N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes r/No N/A 1. Are plans sealed by architect or engineer? Yes• No N/A+� 8, Is type of soil treatment for termites shown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yesv,"'No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes%./No NIA Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes,/No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓ No N/A 10, If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes`"' No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FSC 1606.2.5? Yes✓ No N/A 1, Is finished grade shown? Yes No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes�/No N/A stories and allowable area? Yes✓No N/A - A. Minimum 8"above adjacent grade? Yes✓No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓ No N/A for structural elements? Yes✓ No N/A C. Base flood elevation? Yes t/ No NIA 9. Are plans designed per SSTD 10-99? Yes✓No N/A 3. Is minimum footing depth beneath finished grade shown? Yesv No NIA A. Are all appropriate charts and tables shown? Yes No NIA (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A,/ 4. Are all footing sizes shown? Yes No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas"? Yes No N/A-1' 6. Is vertical reinforcement shown? Yes✓No N/A A. Are all appropriate charts and tables shown? Yes No NIA,i 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A_,, A. Is exterior wall finish shown? Yes No NIA,,-' Il. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A r High Wind Areas? Yes• No N/A✓ C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ D. Is exterior wall finish shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A ./ 8, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes/ No N/A B. Is exterior sheathing(type and thickness)shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes✓ No N/A C. Are nailing requirements(size and spacing)shown? Yes --,No N/A B. Are all appropriate requirements circled or highlighted? Yes✓No N/A (FBC Table 2306,1) D. Is exterior wall finish shown? Yes No N/A 15. Does bedroom open directly into garage? Yes No ✓NIA E. Is interior wail finish shown? Yes✓ 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? Yes ✓No N/A grade shown? (FDC 2304.2.5) Yes�/ No NIA G. Are shear wall segments shown? Yes✓ No NIA 17. Is Designer's name and address shown on plans? Yes ./No N/A A. Type of hold-downs shown? Yes✓ No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown7 (FBC 1202.2) Yes✓ No N/A and FBC 1012.1.57 Yes j/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓No NIA 19. Are habitable rooms shown with the minimum light and ventilation H. Is ceiling type shown,drywall thickness? Yes N No N/A requirements of FBC 1203.1? Yes✓No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓No NIA wind load requirements for components and cladding per FBC 16067 Yes✓No N/A B. Are conventional frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes No N/A✓ L Rafter size shown? Yes No NIA./ 22.. Are stair details shown? Yes No N/A-/ 2. Species of lumber shown? Yes No N/A�/ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A / 3. Grade of lumber shown? Yes No N/A/ B. Are tread and riser sizes shown? (FBC 1007.3) Yes No NIA./ C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes�/No N/A - D. Are required landing shown? (FBC 1007.4)7 Yes No N/A✓ 2. Grade of roof sheeting shown? Yes✓No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A ✓ 3. Nailing pattern of roof sheeting shown? Yes✓No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A V" D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No NIA E. Type of roof cover shown? Yes V No N/A A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of the roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes V/No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓No N/A 3. Other roof covering and attachments shown? Yes No N/A26. Are all lintel and beam details shown? Yes✓ No N/A F. Length of roof overhang shown? Yes,/ No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes t/No N/A H. Attic ventilation shown? Yes V/No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓ No NIA I Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes✓No N/A required connections? Yes ✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes V"No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, i. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No NIA✓ application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓No NIA species,grade of lumber,span and connections? Yes No N/A/ 3. Are all door and window sizes shown? Yes✓No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes V/No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes✓No N/A of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? YesW' No N/A pattern? Yes %/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes✓No NIA 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes✓No N/A VM. Floor Framing. 11. Are all electrical fixtures shown? Yes,/No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes I/No N/A uplifts and connections? Yes No N/A A. Is air handler and condensor location shown? Yes v,"No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes✓ No N/A grade of lumber and connections? Yes No NIA✓ 13. Are all smoke detectors shown? (FBC 905.2) Yes-*"No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A ✓ Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes%/No N/A DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 ea TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 a http://ci.atlantic-beach.fl.us 56� PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application #_ ()i-j ' R�3A Applicant: GL l `� 06b !0 Address: Project: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o( Your permit application has been reviewed by the Public Works Department and the following items need attention: 1. Provide drainage plans with calculations D Volume). 2. Provide erosion and sediment control plans with details. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewed y Carper, P.E., Public Works Director Date S 7 � Signature Contractor Notified Date �a-KP�/ DEPARTMENTLIC WORKS 200 SANDPIPER ATLANTIC BEACH,FLORIDA 32233-4318 S TELEPHONE:(904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: -�r . Wn�z-rnf-b Address: � 5�� 1 � � Project: Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: tjkTe2. d- sekieic rT-R-O_s Aa;-:: excni t r1Go . CJ!6� ,5-13-04- v e wve�1/ ' ' e- r� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donn aluzniak, Public Utilities Director Date - y`- Signature Contractor Notified Date r c CITY OF ATLANTIC BEACH D._Fore :> BUILDING l ZONING DEPARTMENT L. Hi In \ IS Doe 800 Seminole Road j s7 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application #" o9k - � Property Address: 1 .2 Applicant: Project: J This permit application has been: [;-3---- Approved Reviewed and the following items need attention: Please re-submit yo application when these items have been completed. Reviewed By: l�z� Date: Map Output Page I of I JAXGIS Property Information 910 M2? 9821 .W 21 890 450 170928 ODOO 930 0 � 80i 800 807 No M jay 15 T57 T50 H g 747 Copyrig ht JC)2W2 CRy of JacloonAK F1731 730 RE 0 Name Address Total Acres t map Legal Descriptions i0od Zone LandUse oning NT a IN,,o Value ook Panel CHAN 18-034 38-2S-29E t in Flood 1709280000 NICK M 42720 0.28 E147 556134 SEC H ATLANTIC BEACH one 32233 LOTS 1,2 BLK 14 httD://maDs2.coi.net/WEBSITE/]E)uvalMADs/toolbar.asD 5/7/2004 aj II �� . ' CITY OF ATLANTIC BEACH ..r ° � FLOOD PLAIN DEVELOPMENT INFORMATION Location: Co ' t' S6s-�r.u� 7• v� �j �r Type of Development: Flood Zone: Required Lowest Floor Elevation: f' •= `4. 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 Acknowledgement: 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 ect' the propose ev lopment. f P Applicant's Signature; Date: G Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Book 11794 Page 279 5 MIN. RETUR14 !3H0NE #41&3 'a6)5V NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 407— �wr Address of property being improved: ` General description of improvements: v' Owner: r?v yvd�4 Address': ' ! j L2 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Address: Contractor: 4 Address: 05-1 :2 saw Phone No: o i Fax No: Surety(if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents maybe served: Name: Address: Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY f*ate � O R / Sign G Date: Be 're 7 day of t4 2 e C'ourity�ii o DuvFlorida,has personal! ppeared y.� v,,'o �,,tik/r ' Do cll 24t?4cj4 5345 /V.�.0-.0 d?, (.0-t�'vi Bool.: 11 Notary Public at Large,State of Florida,County of Duval. Page: 279 My commission expires: 4-a4 • Filed & Recorded or Db�07l2004 09:43-.21 AM Personally Known: 11h FULLERProduced Identification: T t✓ D-rg ooyS LE RL COUNT'IIT COURT RECORDING 5.00 TRUST FUND 1.00 r QFlelen mnmiR 1Wllion • W CoWm D0142431 „d� Expires Aupwt 15,2006 J CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: Job Address: /67— / Z&/C /`�� Ir CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPPOVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN O R-BUILDER PERMIT. PRqVERTY OWNER/BUILDER SWORN T F�dR ME THIS D � 20L.17 EDWARD WINTERS MY COMMISSION#DD 019449 ; EXPIRES:April 19,2005 Bonded Thru Notary Public underwriters NO—MY PUB C MY COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. Schlueter, Jennifer From: Showman, Lisa Sent: Monday, May 24, 2004 1:23 PM To: Schlueter, Jennifer Subject: 889 Jasmine Jenny-04-28234 is approved in the AS400 by PW. MAP HOWING 'SURvE �OF according to plat recorded In Plat Booker Page of the Public Records of _L7�rv..et County,Florida ! !` u r /Wilt yl� /01.73 I, .,f IF ! t a"f�d '1�5t 1 •i ,f I': ~ 0.31 nII 6 .rsT � ! I i IJ i• t, 'l- Or G '' '�a P ;' r lf�� •'� Ff Y• �Y^\ � £ p) n t7— top 7-t � g��t ,,qq>j' £ 8 MX SIS r,� s'�'�`�`' for x y r � 4� a t, ;a 3 .l yy CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD N ATLANTIC BEACH, FLORIDA 32233 } y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028234 Date 6/21/04 Property Address . . . . . . 889 JASMINE ST Tenant nbr, name . . . . . . NEW SFR Application description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ SMALLWOOD, LARRY SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD 3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 744-3353 -------------------- -------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Sub Contractor . . DON' S AIR CONDITIONING Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments PRIMARY SERVICE 200AMP, Fee summary Charged Paid Credited Due --------------- -- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 Dper: Dat a ,� Descio�,�``�'o BP h� F' q `fir �a *�9 GO1r fN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN dG OFFICIAL t CITY OF ATLANTIC BEACH 1� MECHANICAL PERMIT APPLICATION ass Date: Property Address: ejel /4"504 r AJ Owner: 5M-A v4©D �g t Telephone#: 4(0 3 Contractor:-DO--3 S 0^1 V&Telephone #: 77�>"� Contractor Address: Fax #: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of —good practice listed therein. Type of Heating Fuel: If other construction is being done on this building `/ or site,list the building permit number: .0 Electric ❑ Gas: _ S� LP Natural _Central Utility "I �1 J El Oil 'T ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed Central _Floor Residential ❑ Air Conditioning: _Room _Central t Duct System: Material Thickness ❑ Commercial Maximum capacity cfn C3 Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads O Elevator: Manlift Escalator (Number) ❑ Replacement of Existing System O Gasoline Pumps (Number) ❑ Tanks (Number) 81" New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel, O Extension or Add-on to Existing System O Boilers ❑ Gas Piping O Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 14tLo -30 TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us IS CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 wm INSPECTION PHONE LINE 247-5826 Application Number 04-00028234 Date 6/15/04 Property Address . . . . . . 889 JASMINE ST Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ SMALLWOOD, LARRY SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD 3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 744-3353 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277 . 50 Issue Date . . . . Valuation . . . . 120000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 30 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 7 . 29 AB CONSTRUCTION SURCHARGE . 61 SECTION H IMPACT FEE 1050 . 00 STATE RADON SURCHARGE 7 . 69 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 555 . 00 555 . 00 . 00 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 3170 . 89 3170 . 89 . 00 . 00 Grand Total 4003 . 39 4003 . 39 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COD BUILDING OFFICIAL CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028403 Date 6/01/04 Property Address . . . . . . 889 JASMINE ST Tenant nbr, name . . . . . . NEW 10 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------- ----------- --- --------------------- EDWARD WINTERS CLASSIC PLUMBIN 4243 SUNBEAM ROAD, #2 JACKSONVILLE FL 32267 (904) 463-2059 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION r W311 Date: Property Address: � �h/�0� Owner: Telephone#: � a 3 Contractor: (1-19—SIC per``— Telephone#: Contractor Address: J/��f��6 /9 � 3 Fax#: `73� Y?,� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, XNew list the building permit number: ❑ Re-Pipe 10 Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine S7 Lavatory Water Sewer 1 Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00= , _1 OZ) 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800- Fax: (904)247-5845- http:llwww.ci.atiantic-beach.fl.us 4 1 CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028367 Date 5/26/04 Property Address . . . . . . 889 JASMINE ST Tenant nbr, name . . . . . . FOUNDATION ONLY PERMIT Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 0 Owner Contractor ------------------------ ------------------------ R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD. #3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 ---------------------------------------------------------------------------- Permit FOUNDATION ONLY Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL k�. ts1 r J ` �� CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCI Date: �f Job Address: /il� �'!/s�G...- 7�'�'-`C-� Owner's Name: Address: Sc/sr/ e i Phone: 7-96 Legal Description: Block Number: / Lot Number: Zoning District: Contractor: A /!.��:v State License Number: 6' 56 C).2lf0 . Address: /5'l c. Ps f� ' Phone: All, .5 245_7 City: s v+' State: /7� Zip: '1,17 7Fax: -1-7>'/1:2 Y1�-$"J Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: G / Is approval of 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 or the removal of any trees? ❑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. ❑ NO. Applicant certifies that no trees will be removed for this project. F&YYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed b the Tree Conservation Board,which meets two times each month. /e eco ,1, 1_Z 1Af Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 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 904-247-5826. 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, 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 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page I Revised 1/14/03 y 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. I. 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Ile Signature of owner: Date: 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 cone d that the plans and sup rting data have been shall be provided as required Signature of Contractor: �✓� Date: r Q C Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephoner 'S �� Fax: ,Z)6, ty j E-Mail: AS TO OWNER: Sworn to and subscribed before me thisday of '20 n State of Florida,County of Duval Notary's Signature: 15z::�Y_ [ ;,MY , EDWARD WINTERS 2-'Personally known 1�:.; .- MY COMMISSION#DD 019449 EXPIRES:Apol 19,2005 ❑ Produced identification BondedThruNotary Public Underwriters Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me thisday of �i�% _, 20 0 f State of Florida,County of Duval Notary's Signatur ~ ;M�ri'•., EDWARD LODO1 FVTpersonally known + += MY COMMISSIO94EXPIRES:A ❑ Produced identification fr }�; 3, r. Type of identification produced 800 Seminole Road "Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/14/03 o � t 6 1 5 1 4 /46 3 I 2 1 1 11 A ;I., KE �TREaT - -- -------- -- ------------- --------------------- -- 6 i 5 4 3 2 i 00C � y WW I Flo.f i4 I ST 6,EET Val �/f�zj -- ------------- -- -- -- --Q ----- - 14 ---/4 i t i j BUILDING AND ZONING INSPECTION DIVISION d ' O CITY OF ATLANTIC BEACH, FLORIDA Z CD O a. ELECTRICAL PERMIT z a { i Date Fee $ 6.99 Permit No. ;404 W Locationm $Ila$ J600Afto $'ll•Croqt p Between and Q This is to certify that a us a ectnca 'tractor (Master le ricion) E, has permission to install Electrical Construction as described herein in W a j accordance with the provisions of the Electrical Code and regulations V of the City of Jacksonville, and subject to the information shown on the = c application, drawings and specifications which are mode a part of this 3 permit. 0 for "arnamLU V Type of work: p m SERVICE: Coaduator 4/€9 200 &up* JAlux. a Switch 200 amps IVIR 3W 220 VoltLn a r u Feeders: W amp* 1 Outlets: 0 V Receptacles: m Switches: a Incandescent: 3 Fluorescent: Appliances: Air Conditioning: fi > Motors: w Transformers: Signs: Miscellaneous: i IF NO WORK IS DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY: it, C tP*U41 MONTHS PERIOD, PERMIT Electrical Inspection Supervisor BECOMES VOID. .. € FOR OFFICE USE ONLY ! ,. Date._.._.l G'....19 -•---- `., ✓ Permit #•.......................Fee$.....:................. CITY OF ATLANTIC BEACH Valuation $....kms. 'f ............. FLORIDA House #..... s ..............------...........---------.....----....-••---...............-- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...... -11;P T ---/-�-------...- , 19. .. Owner.../l.�a(Z IiV......__...u!'.....C../t4 7r�........................................Address...ft.r...4A)AA.t!41..........-Zr------Telephone No.---•-•-•-•-------.-----.--- Architect.............................................................................._.................Address....._......__.....---...........----•..........•--........Telephone No............................. ContractorBuilder.........k/a: .... -•----....----•...•_........Address.....--•..................................................Telephone No..-------_------------ LotN .......................-...........Block NoZYI"----I /-G.......Sub Division........ ......-----•.----•-----•-----........... ..Zone....------... k 4 " ... ............................ ,At. 4-- ....... ........ -•-----------•..............and..... . .•.................Sts. Valuation $..�l�t.>58A.�._. or what purpose will building be used..1�_,.°.....................Type of construction.H..A .,./t...... RF!t .- Dimensions of Building--• -.---............Dimensions of Lot.... . .. •-----Size of Footings..---8_)e./.(.................. - Size of Piers---•--------------------------_----Size of Sills.......................-..-.....Greatest Sill Span in ft........ k---..--------Type Roof......__.............................. How will Building be Heated?-------.(t_.�- .............................................Will Building be on Solid or Filled Ground?......,5, f r d................... Size of Ceiling Joists---------------••--•-----.................. Distance on Centers............-............................... Greatest Span-------------------------------------------- " Size of Floor Joists................-------•----•------...........Distance on Centers.......... ..._...................------- Greatest Span------•----............................... " Size of Rafters-----•--------•---------------•-----------------_.. Distance on Centers.................-----•----...--------_... Greatest Span-------------------------------------------- ,- This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. p��'(�p gg1b Inspections required. 1. When steel is in place and ready to pour footing. L" W W 2. When steel is in place and ready to pour columns and/or Iintel.Q� Z S. When steel is in place and ready to pour beam. "a 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. W 7. Electrical inspection by City of Jacksonville. t 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder................................................ Address.....................................------•---------_-_-----•-_.............................. Signature of :...................... y..^.r.r..►.......•----- Address...... -4.4.v..._..�+ ......... ..... �_.,.....� .. .............. 1 . Minimum tot size 10,000 zquate beet on 100 ' x 100' . 2 . 20 ' setback tines .in the JAont, neat and aside. 3. Paved pa&k ing space inside o f setback tines with ccelz to tight o� way. 4 . 01hete City sewet is not ava.itabZe, a aseptic tank petm.it is a ptetequ:is ite got an .inztattat.ion petm.it. 5. 811 x 16" conctete joot.ing with 2 112" tLein4otcing tads. 6 . Sot id mazonty �oundat.ion watt, minimum 18" high with ptopeA vent.iZat.ion and access . 7 . PxopeA anehotage to the joot.ing and joundat.ion watt. 8. When City watet is not ava.iZabZe anothet soutee o6 potabZe watet zhatt be demonzttated to the -aatiz6action o6 the bu.itd.ing .inspector. 9. Any additions z hatZ meet the Southern Standatd Building Code. 10. wheetz , undeteant.iage and xAa.iZeA hitch zhatZ be xemoved. j p 3� F ...�....,._ . ._......_.:.........,....-fir., .,...R�. _...._..,....._...,-...-_.._.,,...M,....-�.. ..n...,,.,-..M._.._...___,�......__...._.__._,.. .�..._.� ! i 00 ILA, WIN. r 7 ti r w cfi vi Sol C,0 b v I i j 10 i I ' I i i A j Ag k4 I _ 3 �vhr9 +��J �i i I I f 4 � ` F LJ , a t