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Permit 75 Coral St knFirstSource Project Information for: J165M Builder: ELITE Lot: 20-8 Subdivision: Ocean Grove ,2006 County: DWAL Truss Count: 37 Design Program: MiTek 20/20 6.2 Building Code: FBC20041TP12002 Truss Design Load Information: Gravity: Wind: Roof(psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor(psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Jeffery K. Hulsberg, PE Florida P.E. License No. 33152 Address: 2955 Hartley Road#202 Jacksonville,Florida 32257 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 designer/engineer of record,as defined in ANSIITPI 1-2002 Section 2.2 2.The seal date shown an the individual truss component drawings must match the seal date on this index sheet. 3.The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J165668 provided by Builders First Source-Jacksonville,FL and dated 05-22-2006. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-2002. No. I Drw .# Truss ID Date No. Drw .# Truss ID Date 1 IJ1673668 CJ01 616106 32 31673699 T16A 616106 2 IJ1673669 CJ02 6/6/06 33 J1673700 T17 16/6/06 3 IJ1673670 CJ03 6/6/06 34 IJ1673701 T18 6/6/06 4 J1673671 CJ03A 616/06 35 J1673702 T19 6/6/06 5 J1673672 CJ04 6/6/06 36 J1673703 T20 6/6106 6 J1673673 CJ05 6/6/06 37 J1673704 T21 6/6/06 7 J1673674 CJ06 6/6/06 8 J1673675 CJ09 616/06 9 J1673676 CJ10 616106 10 IJ1673677 CJ11 6/6/06 - 11 IJ1673678 EJ01 6/6/06 12 IJ1673679 EJ02 6/6106 13 IJ1673680 EJ03 6/6/06 SHOP 0RAWINt3 R_EVtt;w areoner rinr vyIy 14 J1673681 EJ04 6/6/06 ATTEN IM Irw*d 15 J1673682 HJ01 6/6/06 m eonft co ce win 16 J1673683 HJ02 616/06 tanetpt d cOBtrltCta d respM'*ft for�/srisMoe from Nq rerryriremept;of ft shop 17 31673684 HJ03 fi/6/06 drswuNt.Cormttio►Ms1My�Nf�dm� 18 J1673685 HJ04 6/6106 19 31673686 T01 6/6106 0 NTLO O FON Co&v&,M 20 J1673687 T02 616/06 0 AMVM AS NOTED � ��� 21 J1673688 T03 6/6/06 W MIOUf ACM 22 J1673689 T04 6/6/06 O NDTp SEE %EftTk_ MM 23 J1673690 T05 6/6/06 ( 24 J1673691 T06 616/06 25 J1673692 T07 616/06 -- -- DATE26 J1673693 T08 6/6/06 HULSU M6 ENGINEERING,P C. 27 J1673694 T10 616106 11451 ST.AUGUSTINE RD.#M 28 31673695 711 6/6/06 JACKSONVILLE.FL 322% 29 J1673696 T12 6/6/06 30 J1673697 T13 6/6/06 31 31673698 I T16 6/6106 Job Truss Truss Type Qty Ply J1673668 J165668 CJ01 JACK 8 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:08 2006 Page 1 -2-0-0 1-0-0 3 2-0-0 1.0-0 Scale:1.5"=1' 2 6.00 12 4 1 2x4= 1-0-0 1.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:7lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=281/0-5-8,4=14/Mechanical,3=-102/Mechanical Max Horz 2=154(load case 5) Max Uplift 2=-541(load case 5), 3=-102(load case 1) Max Grav 2=281(load case 1),4=14(load case 1), 3=258(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-76/155 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.60 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Thus Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 541p°rida PE No.21475 lb uplift at joint 2 and 102 lb uplift at joint 3. Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard June 6,2006 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is basad only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component Into the overall building structure,including all temporary and permanent bracing,Is the responsibilty of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIS-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ` 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 FIr� o"uf cSe Job Truss Truss Type Qty Ply J1673670 J165668 CJ03 JACK 6 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:09 2006 Page 1 -2-0-0 5-0.0 _ 2-0-0 5-0-0 3 Scale=1:16.9 6.00 12 2 4 1 2z4= 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=97/Mechanical,2=352/0-5-8,4=71/Mechanical Max Horz 2=312(load case 5) Max Uplift 3=-152(load case 5),2=-408(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-139/34 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.61 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15ytuss Design Engineer:Lawrence A.Paine,PE Ib uplift at joint 3 and 408 Ib uplift at joint 2. Florida PE No.21495 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning-Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE N11.7477 BEFORE USE No This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITsk connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,Including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Instalrng and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, OFirstSource 6300Enterprise Lane,Madison,W153719 or the Truss Plate Institute,583 D'Onofrlo Drive,Madison,W153719 Job Truss Truss Type Qty Ply J1673672 J165668 CJ04 JACK 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:10 2006 Page 1 -2-0-0 , 0-11-8 2-0-0 0-11-8 3 3x8 I Scale=1:14.8 6.00 12 2 4 3x6 110-11-8 0.11-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.00 5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=318/0-5-0,4=-7/Mechanical,3=-125/Mechanical Max Horz 5=156(load case 5) Max Uplift 5=-234(load case 5),4=-165(load case 5), 3=-125(load case 1) Max Grav 5=318(load case 1),3=117(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-5=-287/514, 1-2=0/53,2-3=-75/59 BOT CHORD 4-5=0/0 JOINT STRESS INDEX 2=0.73 and 5=0.56 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Design Engineer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231p°ridaPE No.21475 Ib uplift at joint 5, 165 Ib uplift at joint 4 and 125 Ib uplift at joint 3. Builders FirctSoluce-Florik LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard June 6,2006 0 Warning-verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 BEFORE USE am This design is based only upon the parameters shown for an individual building component that Is Installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,Is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, r �6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673674 J165668 CJ06 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:11 2006 Page 1 3-0-0 ; 3-0-0 2 6.00 12 Scale=1:19.2 3x6 II 1 4 3 ,3x6 II 3-0-0 , i 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.02 3-4 >999 .180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.13 2 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=117/Mechanical,2=73/Mechanical,3=44/Mechanical Max Horz 4=112(load case 5) Max Uplift 2=-160(load case 5), 3=-44(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-78/65, 1-2=-120/26 BOT CHORD 3-4=0/0 JOINT STRESS INDEX 1 =0.45 and 4=0.59 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16gmss Design Engineer:Lawrence A.Paine,PE Ib uplift at joint 2 and 44 Ib uplift at joint 3. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q YYaming-Verity design Parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based orgy upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection wl&rs and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrb Drive,Madison,W1 53719 First Job Truss Truss Type Qty Ply J1673676 J165668 CJ10 JACK 7 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:11 2006 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 Scalp=1:11.7 3.0071-2 2 3x8= 4 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:25 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=99/Mechanical,2=347/0-5-8,4=71/Mechanical Mix Horz 2=151(load case 3) Max Uplift 3=-127(load case 3),2=-426(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-70/20 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.19 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127niss Design Engineer:Lawrence A.Paine,PE Ib uplift at joint 3 and 426 Ib uplift at joint 2. Florida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q Warning-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7477 BEFORE USE The design is based only upon the parameters shown for an individual building component that is instalied and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIS-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �'""'; ["'1r 6300 Enterprise lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrb Drive,Madison,WI 53719 1g�Y} ''^,,�+1r Job Truss Truss Type Qty Ply J1673678 J165668 EJ01 JACK 12 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 16:11:44 2006 Page 1 -2-0-0 7.0-0 2-0-0 7-0.0 3 Scale=1:20.9 6.00 F12 2 4 1 3x6= 7-0-0 --- 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) -0.11 2-4 >757 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.19 2-4 >433 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 BOT CHORD 2 X 4 SYP No.2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=160/Mechanical,2=427/0-5-8,4=101/Mechanical Max Horz 2=392(load case 5) Max Uplift 3=-265(load case 5),2=-433(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-209/57 BOT CHORD 2-4=0/0 JOINT STRESS INDEX Trus Design Engineer:Lawrence A.Paine,PE 2=0.31 Florida PE No.21475 Builders FirstSource-Florida,LLC NOTES 6s550 Roosevelt Blvd.Jacksonville,FL 32244 1)Wind:ASCE 7-02; 120mph(3-second gust);h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C; enclosed;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 265 Ib uplift at joint 3 and 433 Ib uplift at joint 2. LOAD CASE(S) Standard June 6,2006 tl Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE as This design is based only upon the parameter;shown for an individual building component that is installed and loaded vertically and fabricated with MITak connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,W 153719 OFfrstSource Job Truss Truss Type Qty Ply J1673680 J165668 EJ03 JACK 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6,200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:13 2006 Page 1 3-11-0 P.4ill 3.11-0 2 <34 Scale=1:21.2 Li AM Simpson HTU26 4 3 2x4 II 3x6= i 3-11-0 111-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.02 3-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-11-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 1-4 2 X 4 SYP No.2 bracing. REACTIONS (Ib/size) 4=152/Mechanical,3=152/Mechanical Max Horz 4=145(load case 5) Max Uplift 3=-240(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-4=-98/21, 1-2=-127/35 BOT CHORD 3-4=-218/0 WEBS 2-3=-98/257, 1-3=-0/252 JOINT STRESS INDEX 1 =0.12,2=0.13, 3=0.13 and 4=0.03 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust);h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category II; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. Truss Design Engineer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24&1il&rs FirstSource-Florida,LLC lb uplift at joint 3. 6550 Roosevelt Blvd.Jacksonville,PI,32244 Continued on page 2 June 6,2006 Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrMK REFERENCE PAGE MII.747E BEFORE USE This design is based only upon the parameters shown for an individual building component that is Installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,Including all temporary and permanent bracing,Is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or Hl"l Handbag Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673681 J165668 EJ04 JACK 6 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 IS Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:13 2006 Page 1 -2-0-0 3.0-0 2-0.0 3-0-0 Scale=1:8.3 3.00 12 2 1 >< 3x8= 4 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=24/Mechanical,2=284/0-5-8,4=41/Mechanical Max Horz 2=111(load case 3) Max Uplift 3=-37(load case 6),2=-466(load case 3),4=-51(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-37/3 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.17 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 37T5ns Design Engineer:Lawrence A.Paine,PE uplift at joint 3,466 Ib uplift at joint 2 and 51 Ib uplift at joint 4. norida PE No.21475 Builders FirstSource-Florida,LLC LOAD CASE(S) Standard 5550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 A Warning•Verily design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is Installed and loaded vertically and fabricated with MITsk connectors. Applicability of design parameters and proper Incorporation of component into the overall building structure,Including all temporary and permanent bracing,Is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by itis building code.For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �'"`"i 6300 Enterprise Lana,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrro Drive,Madison,WI 53719 1g�'iii Job Truss Truss Type Qty P►y J1673682 J165668 1-1J01 MONO TRUSS 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 M►Tek Industries, Inc. Mon Jun 05 11:53:13 2006 Page 2 NOTES 5) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-10=-54 Trapezoidal Loads(plf) Vert: 10=0(F=27, B=27)-to-5=-134(F=-40, B=-40),2=-3(F=14, B=14)-to-6=-74(F=-22, B=-22) Tniss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSaurce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NUI-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITak connectors. Applicability of design parameters and proper incorporation of component into the overall budding structure,Including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 0maws and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, � � 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673683 J165668 HJ02 MONO TRUSS 4 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:14 2006 Page 2 LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-8=-54 Trapezoidal Loads(plf) Vert:8=0(F=27, B=27)-to-4=-134(F=-40, B=-40),2=-3(F=14, B=14)-to-5=-74(F=-22, B=-22) rr Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning-Varify design Parameters ane READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7475 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mrrek connectors. Applicability of design parameters and proper Incorporation of component Into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIS-91 Handling Installing and Bradng Recommendation available from the Wood Truss Council of America,1 WTCA Center, Fir-StSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673684 J165668 HJ03 MONO TRUSS 3 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:14 2006 Page 2 LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-5=-54 Trapezoidal Loads(plf) Vert:5=0(F=27, B=27)-to-3=-57(F=-2,B=-2),2=-3(F=14,B=14)-to-4=-32(F=-1,B=-1) Taus Design Engimer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning-Verify design parninateirs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7475 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the OBudam responsibility of building designer and/or contractor per ANSI/TPI t as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, , 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673685 J165668 HJ04 JACK 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:14 2006 Page 2 NOTES 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 387 Ib uplift at joint 6 and 183 Ib uplift at joint 5. 6) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-2=-54 Trapezoidal Loads(plf) Vert:2=-2(F=26,B=26)-to-4=-74(F=-10,B=-10),6=0(F=15,B=15)-to-5=-41(F=-6, B=-6) Taus Design Engineer.Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED IWITEK REFERENCE PASS 110111.7473 BEFORE USE This design Is based only upon the parameter:shown for an individual buiId'mg component that is installed and baded vertically end fabdrsted with MTek connectors. Applicebfliry of design parameters and proper incorporation of component into the overell bulu" sWeture,including all temporary and permanent bracing,3s the responsibl11 of building designer and I or contractor per ANSI/TPI 1 es referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB•91 Handling ins_",end Bracing Recommendation available from the Wood Truss Coundl of America,1 WTCA Center, p+�q, 6300 Enterprise Lane,Madison,WI 53719 or the T.Plate Institute,583 D'l')rwir.Odve,Madison,WI 53719 7"44i.,��' Job Truss Truss Type Qty Ply J1673686 J165668 T01 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:15 2006 Page 2 NOTES 7) Girder carries hip end with 7-0-0 end setback. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-54,3-5=-118(F=-64),5-6=-54,2-9=-30,7-9=-66(F=-36),6-7=-30 Concentrated Loads(lb) Vert:9=-539(F)7=-539(F) Thus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q Warning-Verify design panmetars and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII.7473 EEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mrrek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the , responsibility of building designer and I or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, - �'"`" � fi .� 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plata Institute,583 D'Onofrio Drive,Madison,WI 53719 IPS Job Truss Truss Type QtY PIY J1673687 J165668 T02 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:15 2006 Page 2 NOTES 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 622 Ib uplift at joint 7 and 882 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSouzce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q Warning•Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PARE 110111.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITak connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the Jaim responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, -�r`°'a,r, rc 6300 Enterprise Lena,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 '_h"r#'[VT Job Truss Truss Type Qty Ply J1673688 J165668 T03 HIP 2 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:16 2006 Page 2 NOTES 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 651 Ib uplift at joint 7 and 907 Ib uplift at joint 2. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Warning•Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAOE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated vAth Mrrek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,Is the 0aidam responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and 5300 Entmerprise Lane,Madison,WI 53718 or thelTr ss Plat Institute,B 583 'Onofri�o Drive,Madison,s WI 53718 d Truss Council o America,1 WTCA Center, F 1 s-t ours e Job Truss Truss Type Oty PIY J1673689 J165668 T04 COMMON 6 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:16 2006 Page 2 NOTES 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 909 Ib uplift at joint 2 and 909 Ib uplift at joint 6. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Fbrida PE No.21475 Builders FirstSource-Fl,orida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7477 BEFORE USE me This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the W responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code.For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 I Job Truss Truss Type Qty Ply J1673690 J165668 T05 HIP 2 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 16:25:26 2006 Page 2 NOTES 4)Wind:ASCE 7-02; 120mph(3-second gust);h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1272 Ib uplift at joint 1 and 1561 Ib uplift at joint 5. 7)Girder carries hip end with 2-0-0 end setback. Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pif) Vert: 1-2=-54,2-4=-54,4-5=-54, 1-5=-30 Concentrated Loads(lb) Vert:2=-14(F)4=-14(F)8=-194(F)7=-1954(F)9=-959(F) r• Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSourne-Florida,LLC 6550 Roosevelt Blva.Jacksonville,FL 32244 June 6,2006 Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE FADE M11.7A7b BEFORE USE This design is based only upon the parameters shown for an Individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component Into the overall building structure,including all temporary and permanent bracing,is the omi responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, s+�r 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrro Drive,Madison,WI 53719 rstSoure Job Truss Truss Type Qty Ply J1673692 J165668 T07 MONO TRUSS 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:17 2006 Page 1 4.0-0 7-5.1 4.0-0 3-5-1 Recommended hanger connection based on manufacturer tested capacities 2x4 ii scale=1:23.7 and nail calculations. Conditions may exist that require different connections 3 than indicated. Refer to manufacturer publication for additional information. Hanger connection to be reviewed and approved by the Architect/Engineer of Record. 6.00 12 2x4 2 t Simpson HTU26 into 4 Beam by others. 2x4= 3x6= 7-5.1 7-5-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.13 1-4 >653 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.23 1-4 >373 180 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing. REACTIONS (Ib/size) 1=296/0-5-8,4=296/Mechanical Max Horz 1=294(load case 5) Max Uplift 1=-154(load case 5),4=-308(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-267/243,2-3=-88/23 BOT CHORD 1-4=-532/211 WEBS 3-4=-70/167,2-4=-243/613 JOINT STRESS INDEX 1 =0.27,2=0.31, 3=0.09 and 4=0.27 NOTES 1) Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Trus Design Erkemer:Lawrence A.Paine,PE 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15410xida PE No.21475 Ib uplift at joint 1 and 308 Ib uplift at joint 4. Builders FitstSource-Florida,LLC 5550 Roosevelt Blvd.Jacksonville,FL 32244 LOAD CASE(S) Standard June 6,2006 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE M11.7473 BEFORE USE Th k design is based only upon the parameters shown for an individual building component that is Installed and loaded vertically and fabricated with MITek.connectors. Ap=blllty of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consuft BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, F - jdL, _r ce 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply J1673693 J16566B T08 MONO TRUSS 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 16:30:01 2006 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pllf) Vert: 1-3=-54, 1-6=-30,4-6=-65(F=-35) Concentrated Loads(lb) Vert:5=-117(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 A Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE FAKE NUI-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameters and proper incorporation of component Into the overall building structure,Including all temporary and permanent bracing,is the OBu , responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consuft BCS0 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �"'`'¥F;� � 6300 Enterprise Lem,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 IF� Job Truss Truss Type Qty Ply J1673694 J165668 T10 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:18 2006 Page 2 NOTES 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1111 Ib uplift at joint 5 and 1370 Ib uplift at joint 2. 7) Girder carries hip end with 7-0-0 end setback. 8) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pif) Vert: 1-3=-54, 3-4=-118(F=-64),4-5=-54,2-7=-30,6-7=-66(F=-36),5-6=-30 Concentrated Loads(lb) Vert:7=-539(F)6=-539(F) Trus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Btalders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 0 Warning•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIH-7473 BEFORE USE This design is based orgy upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with Mrrek connectors. Applicability of design parameters and proper Incorporation of component Into the overall bulking structure,Including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, " 6300 Enterprise Lam,Madison,WI 53719 or the Truss Plate Institute,583 D'Ono6io Drive,Madison,WI 53719 rsliSource Job Truss Truss Type Qty Ply J1673695 J165668 T11 COMMON 5 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:18 2006 Page 2 LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 a Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PARE M11-7473 BEFORE USE oft Iff This design is based only upon the parameters shown for an individual building component that is installed and loaded verlkally and fabricated with MITek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,Is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection Mai and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ° '�" (� 6300 Enterprise Lem,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrk Drive,Madison,WI 53719 /..� � i,'�F.�*W r f"e . 1 1 ( 1. e Job Truss Truss Type Qty Ply J1673696 J165668 T12 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:19 2006 Page 2 NOTES 6) Girder carries hip end with 3-0-0 end setback. 7) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-54, 3-4=-64(F=-10),4-6=-54,2-8=-30,7-8=-36(F=-6),5-7=-30 Concentrated Loads(lb) Vert:8=-63(F)7=-63(F) Tnus Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6554 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Q Warning-Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7478 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,Including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and breciIng,consult BCSI-1 or HIS-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, !' ,„., 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 ##1r is Job Truss Truss Type Qty Ply J1673698 J165668 T16 COMMON 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:19 2006 Page 1 -2-0-0 4-1-6 8-2-12 2-0-0 4-1-6 4-1-6 Scale=1:17.3 4x6= 3 3.00 12 4 2 � to 52x4 n Simpson HTU26 3x6= 3x6= 4.1-6 6-2-12 4-1-6 4-1-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 2-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:35 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 3-4 2 X 4 SYP No.2 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (Ib/size) 4=314/Mechanical,2=468/0-5-8 Max Horz 2=77(load case 3) Max Uplift 4=-221(load case 6),2=-496(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-582/504, 3-4=-582/473 BOT CHORD 2-5=-389/518,4-5=-385/535 WEBS 3-5=0/142 JOINT STRESS INDEX 2=0.23, 3=0.14,4=0.20 and 5=0.10 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. Trws Design Engineer:Lawrence A.Paine,PE 3)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Floes PE No.21475 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 22",FirstSource-Florida,LLC Ib uplift at joint 4 and 496 Ib uplift at joint 2. 6550 Roosevelt Blva.Jacksonville,FL 32244 June 6,2006 Continued on page 2 Q Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE Mll-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is Installed and loaded vertically and fabricated with Marek connectors. OMANJLApplicability of design parameters and proper incorporation of component into the overall building structure,Including all temporary and permanent bracing,is the responsibilityof building designer end I.contractor per ANSI I TPI 1 as referenced by the bulding code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �""" � (�'a 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 1!! '_�^r�r.' Job Truss Truss Type Qty Ply J1673699 J165668 T16A MONO TRUSS 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 IS Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:20 2006 Page 1 2x4 11 3-0.0 2 3-0-0 3.00 F12 Scale=1:7.7 1 BE 3x6= 4 3 Simpson HTU26 1-6-0 3-0-0 20 11 ,., 1-6-0 1-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) 0.01 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.01 1-3 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 6 SYP NoA D 3-0-0 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=271/0-3-8, 3=271/Mechanical Max Horz 1=66(load case 2) Max Uplift 1=-201(load case 2),3=-221(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/17,2-3=-73/107 BOT CHORD 1-4=0/0,3-4=0/0 JOINT STRESS INDEX 1 =0.03,2=0.06 and 3=0.06 NOTES 1)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category II; Exp C;enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 Ib uplift at joint 1 and 221 Ib uplift at joint 3. 4) In the LOAD CASE(S)section, loads applied to the face of the truss are noted as front(F)or ba&Iss Design Engineer:Lawrence A.Paine,PE (B) Florida PE No.21475 Continued on page 2 Builders FirstSource-Florida,LLC 5550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Wareing-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0111.7473 BEFORE USE This design is based only upon the parameters shown for an Individual building component that Is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure.Including all temporary and permanent bracing,is the ow responsibilty of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �'""` ��'�°'s o ice 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Ag`°{1 '_kir#" Job Truss Truss Type Qty Ply J1673700 J165668 T17 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Mon Jun 05 11:53:20 2006 Page 1 2-0-0 3-0-0 8-0-0 13.0-0 16.0-0 240-0 3-0-0 5-0-0 5-0-0 3-0-0 Scale=1:30.8 3.00 12 5x14= 2x4 II 4x12= 3 4 5 2 6 v N Li [a r 3x8= 9 8 7 = 20 15x6= 2x4 11 3x6 3.0'0 7-9-4 8r0,0 13.0-0 16-0-0 3.0-0 4-9-4 0-2-12 sao 3.0.0 Plate Offsets(X,Y): [2:0-5-3,0-0-141 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) 0.35 8 >526 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.43 8 >436 180 BCLL 10,0 Rep Stress lncr NO WB 0.43 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:85 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-3 2 X 6 SYP No.11) 2-10-13 oc purlins. BOT CHORD 2 X 6 SYP NoA D BOT CHORD Rigid ceiling directly applied or 5-7-0 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (lb/size) 6=811/0-5-8,2=1006/0-5-8 Max Horz 2=77(load case 2) Max Uplift 6=-628(load case 3),2=-930(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2425,2-3=-2693/2053,3-4=-3727/2903,4-5=-3727/2903,5-6=-2534/1966 BOT CHORD 2-9=-1923/2555,8-9=-1944/2610, 7-8=-1865/2456,6-7=-1849/2410 WEBS 3-9=-130/349, 5-7=-98/277,4-8=-244/355,3-8=-911/1143, 5-8=-1015/1350 JOINT STRESS INDEX 2=0.66, 3=0.69,4=0.20, 5=0.92,6=0.78, 7=0.20,8=0.57 and 9=0.25 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust);h=36ft;TCDL=4.2psf;BCDL=3.Opsf;Category II; Exp C;enclosed; MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. Truss Design Engineer:Lawrence A.Paine,PE 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62#xi1ders FirstSource-Florida,LLC Ib uplift at joint 6 and 930 Ib uplift at joint 2. 6550 Roosevelt Blvd.Jacksonville,FL 32244 Continued on page 2 June 6,2006 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 NEFORE USE This design is based only upon the parameters shown for an individual building component that Is installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameter;and proper incorporation of component into the overall building structure,Including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, * 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 , Job Truss Truss Type Qty Ply J1673701 J165668 T18 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:212006 Page 1 -2-0-0 5-0-0 11-0.0 16-0-0 2-0-0 5-0.0 60-0 5-0.0 Scale=1:31.2 504= 5x8= 3.00 12 3 4 5 ab 2 � Id 3X6= 7 4>6 _ Simpson HTU26 3X5= 2.4 11 - 5-0-0 11-0-0 16-0-0- 5-0-0 6.0-0,5-0-0 6-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.13 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.18 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:69 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-3 2 X 6 SYP NoAD 4-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-12 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (Ib/size) 5=649/Mechanical,2=786/0-5-8 Max Horz 2=85(load case 3) Max Uplift 5=-485(load case 4),2=-737(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-1651/1312,3-4=-1634/1438,4-5=-1711/1436 BOT CHORD 2-7=-1177/1547,6-7=-1171/1562,5-6=-1312/1618 WEBS 3-7=0/156, 3-6=-154/170,4-6=0/192 JOINT STRESS INDEX 2=0.54,3=0.37,4=0.71,5=0.56,6=0.09 and 7=0.11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactiorTgass Design Engineer:Lawrence A.Paine,PE specified. Florida PE No.21475 3) Provide adequate drainage to prevent water ponding. Bailders Firstsource-Florida,LLC 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Continued on page 2 Warning•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design Is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the millOwb responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI.1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ; „+.,, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 dTr o e Job Truss Truss Type Qty Ply J1673702 J165668 T19 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:212006 Page 1 -2-0-0 7.0-0 9-010 16-0-0 2-0-0 7-0-0 2-0-0 7-0-0 Scale=1:31.1 5x6= 5x8= 3.00 12 3 4 N 5 A 2 � 7: Ia 3x6—_ 7 6 Simpson HTU26 3x6= 2x4 11 2x4 11 7-0-0 9.0-0 16-0-0 7-0-0 2-0-0 7-0.0 Plate Offsets(X Y)• [5:0-0-13,0-0-111 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.21 5-6 >900 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.27 5-6 >697 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-3 2 X 6 SYP NoA D 4-7-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-10 oc WEBS 2 X 4 SYP No.3 bracing. REACTIONS (Ib/size) 5=649/Mechanical,2=786/0-5-8 Max Horz 2=99(load case 3) Max Uplift 5=-444(load case 6),2=-721(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-1496/1249,3-4=-1406/1276,4-5=-1486/1246 BOT CHORD 2-7=-1099/1394,6-7=-1102/1406,5-6=-1104/1395 WEBS 3-7=-55/197,4-6=-2/190 JOINT STRESS INDEX 2=0.59,3=0.70,4=0.74,5=0.86,6=0.13 and 7=0.14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-02; 120mph(3-second gust); h=36ft;TCDL=4.2psf; BCDL=3.Opsf;Category 11; Exp C;enclosed; MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactiorrTsws Design Engineer:Lawrence A.Paine,PE specified. Florida PE No.21475 3) Provide adequate drainage to prevent water ponding. Builders FirstSource-Florida,LLC 4)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Continued on page 2 0 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 BEFORE USE This design is based only upon the parameters shown for an Individual building component that is Installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,Is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection O&Akws and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, n or r ce 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Ddve,Madison,WI 53719 'i If [w+r Job Truss Truss Type QtY PIY J1673703 J165668 T20 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 11:53:21 2006 Page 1 -2-0-0 7-0.0 11.4-0 16-4-0 20-4-0 24)-0 7-0-0 4-4-0 7-0-0 2-0.0 Scale=1:37.8 700= 5x8= 3.00 12 3 4 N 2 5 I" N v3 6 �}1 5x8= 9 8 7 5x8= 2x4 11 3x10 MT20H= 3x6= 7-0.0 11.4-0 18-4-0 u• 7-0.0 44-0 7-0-0 Plate Offsets(X Y): [2:0-3-3,0-0-2], [5:0-3-3,0-0-2] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.33 7-9 >654 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.40 7-9 >535 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.13 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:92 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-8-6 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-11 oc bracing. REACTIONS (Ib/size) 2=1612/0-5-8,5=1612/0-5-8 Max Horz 2=81(load case 2) Max Uplift 2=-1415(load case 2),5=-1415(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21,2-3=-4523/3504, 3-4=-4410/3488,4-5=-4553/3526, 5-6=0/21 BOT CHORD 2-9=-3326/4321,8-9=-3357/4381,7-8=-3357/4381,5-7=-3268/4351 WEBS 3-9=-405/766,3-7=-143/205,4-7=-439/829 JOINT STRESS INDEX 2=0.85, 3=0.74,4=0.94,5=0.85,7=0.53,8=0.95 and 9=0.54 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02; 120mph(3-second gust);h=36ft;TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C;enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. Truss Design Engineer:Lawrence A.Paine,PE 5)All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Florida PE No.21475 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144SIaers FirstSource-Florida,LLC Ib uplift at joint 2 and 1415 Ib uplift at joint 5. 5550 Roosevelt Blvd.Jacksonville,FL 32244 June 6,2006 Continued on page 2 A Warning-Verify design yanmeten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE SIII.7473 BEFORE USE gig This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MITek connectors. Applicability of design parameters and proper Incorporation of component Into the overall building structure,Including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the budding code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIneB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, ; , 6300 Enterprise La ,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719 #t Job Truss Truss Type Qty Ply J1673704 J165668 T21 HIP 1 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 6.200 s Jul 13 2005 MiTek Industries,Inc. Mon Jun 05 16:36:03 2006 Page 1 5-0-0 8-7.0 -41 9-9-0 13-4-0 18-4-0 5-0-0 3-7-0 1-2-0 3-7-0 5-0-0 Scale=1:29.6 4x6= 5x6= 3.00 12 3 4 3x6 3x6 2 5 7 N 6 1 5x8= 12 13 14 11 10 9 8 7 5x8= 3x6 II 4x6= 5x8= 6x8= 3x6 11 5x8= 5-0-0 B-7-0 9-9-0 13-4-0 18-4-0 r. 5-0-0 3-7-0 1-2-0 3-7-0 5-0-0 Plate Offsets(X Y): [1:0-0-1,0-1-91,[4:0-2-9,Edge], [6:0-5-5,0-0-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in (ioc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.26 10-11 >818 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.32 10-11 >661 180 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.05 6 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:211 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D*Except* TOP CHORD Structural wood sheathing directly applied or 3-4 2 X 4 SYP No.2 4-4-12 oc purlins. BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=3548/0-5-8,6=3374/0-5-8 Max Horz 1=-62(load case 3) Max Uplift 1=-2710(load case 2),6=-2574(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-9602/7284,2-3=-7465/5642,3-4=-7125/5428,4-5=-7469/5639,5-6=-8848/6699 BOT CHORD 1-12=-7033/9239, 12-13=-7033/9239, 13-14=-7033/9239, 11-14=-7033/9239, 10-11=-7033/9239,9-10=-5311/7120,8-9=-6406/8509,7-8=-6406/8509,6-7=-6406/8509 WEBS 2-10=-2187/1754,3-10=-1261/1668,4-9=-1239/1648,5-9=-1406/1151,2-11=-884/1295, 5-7=-519/826,3-9=-115/128 JOINT STRESS INDEX 1 =0.93, 1 =0.08,2=0.46,3=0.77,4=0.87,5=0.38,6=0.93,7=0.16,8=0.92,9=0.31, 10=0.38 and 11 =0.21 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-7-0 oc. Truss Design Engineer:Lawrence A.Paine,PE Webs connected as follows:2 X 4-1 row at 0-9-0 oc. Florida PE No.21475 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in thbifiders FirstSource-Florida,LLC LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted asl5pp Roosevelt Blvd.Jacksonville,FL 32244 or(B),unless otherwise indicated. June 6,2006 Continued on page 2 A Warning-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE This design Is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the , responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of neAmerica,1 WTCA Center, ;r , r 6300 Entwpree La ,Madison,W 153719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,W 153719 Tt Symbols Numbering System A General SateTy I,....__ PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property I s�A "`Center plate on joint unless Damage or Personal injury dimensions indicate otherwise. Dimensions are in inches.Apply i. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to gear tightly against each 1 " TOP CHORDS other. /g cs Q NcJ 3. Placeplates on each face of truss at each Q joint and embed fully.Avoid knots and wane at joint locations. _ " �' O 4. Unless otherwise noted,locate chord splices ° a at'/4 panel length(±6"from adjacent joint.) O cs BOTTOM CHARDS c6 5. Unless otherwise noted,moisture content of For 4 x 2 orientation,locate lumber shall not exceed 19%at time of fabrication. plates 118"from outside edge JI 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 comber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type,size and location dimensions PLATE SITE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31,96-67 10,Top chords must be sheathed or purlins ICBO 3907,4922 provided at spacing shown on design. 11.Bottom chords require lateral bracing at 10 LATERAL BRACING SBCCI 9667,9432A 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 hown. 13.Do not overload roof or floor trusses with stacks of construction materials. BEARING 14.Do not cut or alter truss member or plate Indicates location of joints at � without prior approval of a professional Ono which bearings(supports) occur. engineer, Oil k,. Cr ' 7 G' l 15.Care should be exercised in handling, erection and installation of trusses. Mffek Engineering Reference Sheet:Mil-7473 0 1993 MITekO Holdings,Inc. BEARING HEIGHT 56HEOULE "see EOR Details For -- 1011-1121, compre55ion edge bracing" 20' 7-318" WARNING : Exterior high heel have been 30' 101' held back 112" for exterior wall Shifts 1 0 0 0 8-10-0 8-2-12 3{� 7-q-4 CO* O O � Q O Y N T13 3) 0 7-0-0 0i 16 0 o 0 T17 � LIM T18 U61 T19 NOTE I.)REFER TO HIB q1(RECOMMENDATION5 FOR HANDLING N5TALLATION AND TEMPORARY BRACING E02(4) T11 5 o BRAG NREFER 6 REQUIRED DRAWINGS FOR PERMANENT � 2)ALL TRU55E5(INCLUDING TRU55E5 UNDER VALLEY FRAMING)MUST OE COMPLETELY g DECKED OR REFER TO DETAIL V105 FOR `7A ALTERNATE DRACING REOUIREMENT5, 3.)ALL VALLEY5 ARE TO DE CONVENTIONALLY FRAMED BY OUILOER. 10 4.)ALL TRU55ES ARE DESIGNED FOR T o.o. MAXIMUM 5PACIN6,LNLE55 OTHERW15E NOTED. 0 0 0 5.)ALL WALLS SHOWN ON PLACEMENT p PLAN ARE CON5IDERED TO OE LOAD BEARING,UNLE55 OTHERWI5E NOTED. 6J 5Y42 TRU55E5 MUST BE INSTALLED o o WITH THE TOP BEING UP. Z-31V U 7.)ALL ROOF TRU55 HANGERS TO BE 51MP5ON HU526 LNLE55 OTHERWI5E NOTED. ALL FLOOR TRU55 HANGERS TO BE 51MP5ON TH022 UNLE55 OTHE(RWI5E NOTED. 8.)BE FURNISHED OYLINTELBUILDEf(HDR)TO OE 8-10-0 ib-D-O 0 02 SHOP DRAWING REVIEW ,Builders 01 a ENTIM.Rrmw� � �.FirstSource z �'�� t e desgn conce{4 at the BrgeGt fl+t®A9e:tq! tAe Gunnell Q / �/ PHONE:386-437-3349 FAX:386-437-3984 o d 8vwgLCocxrtitt *4l wAmww dA Jacksonville PHONE:904-772-6100 FAX:904-772-lg73 1 APPROVED 0 RET~FOR CollmmytQFI Lake City PHON6:386-755-6894 FAX 386-755-7973 0 APPROVED AS( TED O RETURIO iiMRIMOtiT AM Sanford O NOT ❑ SEE T�TTAL LETTIA PHONE:407-322-0059 FAX:407-322-5553 � 'YV UIL E Z "m ELITE BY DATE ZA LK4 ODREW HULSBERG ENGWERING,INC. FL CENT.2W SEMINOLE AND CORAL RE151DENCE 1481 ST.AUGUSTINE RD.+tW WOEL EER1510N "KSONVILLE. FL 32251 3433 m NT5 DACE: R BY'. OD 1. 07/27106 JR 0163668 0 o � L-4-0 { M� C Fp cdol 14A v F146 5 � r^ F14A 3 o T06(3) /��f�i°f'OGFBAILAVYDYBI T07 FOP T08 p _ F10(4) F06 5 F18(5) FOq — F08 E06A0 P F07 0 F01 F04 3 F03 3 -- nffsrarrNL — 3 CP T04 0 ik 0 0 0 p 3 0 m m _ r� 8 8 c 23-4-0 23-4-0 51KAP Z I Truss Connection Schedule ELITE HOMES GRIFFITH RESIDENCE Truss Uplift --,Truss Connection Stud to Double Stud to Sill Plate Connection Connection Left Inter. Right Left Inter. Right Left Inter. Right Left Inter. Right T01 1872 1625 (2)HTS30 HANGER TYP N/A TYP N/A T02 882 622 (2)H8 H8 TYP TYP TYP TYP T03 907 651 (2)H8 H8 TYP TYP TYP TYP T04 909 909 (2)H8 (2)H8 TYP TYP TYP TYP T05 1272 1561 (2)H8 (2)MTS12 TYP TYP TYP TYP T10 1370 1111 (2)H8 (2)H8 TYP TYP TYP TYP T17 930 628 (2)H8 H8 TYP TYP TYP TYP T20 1415 1415 (2)H8 (2)H8 TYP TYP TYP TYP T21 2710 2574 (2)HTS30 (2)HTS30 N/A N/A (2)CS16 (2)CS16 ALL OTHERS 1 <745 1 <745 <745 1 H8 H8 H8 TYP TYP TYP TYP I TYP TYP Typical: Threaded Rods as noted on Layout All connectors noted are Simpson - See Metal Connector Fastening Schedule on Sheet S-1 *SYP studs required at this bearing point -- **Rod required within 6" on each side of truss FLY IM AUG 0 2 2006 11481 St. Augustine Rd., Unit 202, Jax., FL 32258 Hulsberg Engineering, Inc. F6 P.E.N0,50791 (904) 886-2401 FAX (904) 260-4367 nnnFll ❑DD❑❑ ❑DD❑❑ ❑DD❑❑ S � PERMIT WORKSHEET Corticate of 0000pancyl Job Address: Type Work: Property Owner: Phone# �i /FF/rel Contractor: Phone # All + / Permit#: O Date Issued: 3 7D Lo r Tree Permit#Foundation Permit# Ix" Demolition Permit# BUILDING ELECTRIC # CHANICAL # PLUMBING # Tem .Power# Footing JEA Release Q& 9d Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# O�� Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date GG Q 8• �0 9 Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: [— Doc # 2007088186, OR BK 13868 Page 25, Number Pages: 4, Filed & Recorded 03/15/2007 at 01:41 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $35.50 asp THIS INSTRUMENT PREPARED BY Rebecca Spear,5201 Gate Parkway Jacksonville,FL 32256 RECORD AND RETURN TO: Merrill Lynch Credit Corporation 9700 Bissonnet Street,Suite#1500,HOUSTON,TX 77036 Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of real property: See attached Exhibit A for a legal description. Street Address: 75 CORAL STREET ATLANTIC BEACH,FL 32233 2. General description of improvements: Construction of a single family residence. 3. Owner information: !� a. Name and address: M Christopher L Griffith,Jennifer W Griffith 75 CORAL STREET ATLANTIC BEACH,FL 32233 Notice of Commencement-FL 1- OTO1020(020MOt 0(—& OR BK 13868 PAGE 26 b. Owner's interest in property: Fee Simple c. Name and address of fee simple titleholder(if other than Owner): 4. Contractor: a. Name and Address: John Doerer Construction,Inc. 1535 State Road 207 SAINT AUGUSTINE,FL 32086 b. Telephone Number. 9045090137 5. Surety on any payment bond: a. Name and address: b. Amount of bond: c. Telephone Number. 6. Lender: Merrill Lynch Credit Corporation 5201 Gate Parkway Jacksonville,FL 32256 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a. Name and Address: b. Telephone Number. 8. In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a. Name and Address: b. Telephone Number. 9. Expiration date of notice of commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 09/01/2008 Notice of Commencement-FL -2- 0701020(020M>.02 OR BK 13868 PAGE 27 (OWNER'S NAME AND SIGNATURE) n Christopher L Gr' th % Jennifer W Griff CjN/1.l57oPH�/� .�• 6'�if FiTr/ Sworn to and subscribed before me by 90,c?F"i7Mwho is/are personally known to me or produced h/L.Lt a&NSt as identification,this Z3Lb day of F—v-rj uAgU , ZOO'7 Name: Notary Public,State of Florida Commission No.: D 2� 2 6-0/q V- TMy Commission Expires: A N /�, 2•e7n V MYXPIRE/I:JaIOnu NDD2508 EXPIRES:January 16,200948 ,'• Bonded TMu NMry PWk Undemkis Notice of Commencement-FL -3- 0701020 4e2eW71.e7 OR BK 13868 PAGE 28 EXHIBIT"A" Prope Lot 20,Block 8,OCEAN GROVE UNIT 1, according to the plat thereof as recorded in Plat Book 15,page 82 of the Public Records of Duval County,Florida. STATE OF FLORIDA DUVAL COUNTY I.THE UNDERSIGNED Clerk of the Circuit Court,Duvai County, Florida, DO !iEREBY CER iP the within and fore-cinr,is a twe and cor a c ^fir oT th r r i ai a t :;; .�s cn record and file in t'e office of t!,e Clerk of Circuit ,curf of 'uval county, Florida and t o ar,r P I r Inge;,ect / W.sjn. ,, i i, k tG it r o ai Tarr sun i„e, rot ua,t ii t;:e Ll c ler „ Circu and Cc my Coir Duval un r uty tielk O I r O 1 23.6' 5'0 , PLASTIC 1,0 16.4 PAD a? a) I FFE=12.34 a: M � o I m 10 I PAD Sc CONCRETE 14.6' t.5' > I THREE STORY 19 A W/ WOOD j v SIDING -� O +�o+,o+,°9 3`4, RESIDENCE p o #79 21 > i Q IX � Qmo Q r Q 3.4' COVERED rp _ ENTRANCE V v V A W C� (7 X 1 6' o 0 'D FFE=11.75 CONCRETE W PAD (GARAGE) SANITARY CLEAN 4 14.9' x .5' OUT I � 14.9' 0+15'' a 23.6 _ 4.5. jt-�O °[l — — I I O 2ND FLOORT O UNDERGROUND O WOOD DECK GAS BRICK I FOUND3/4" 90 '24'0 1" DRIVEWAY 89'45' S' FOUND 3/4" IRON PIPE r IRON PIPL 'NO CAP" r NO CAP'- O� f �O� 0 -- ANITARY CLEAN ( OUTS � OO' ELOUTSETRIC BOX 4.0-89' FIELD) NOTES. CORAL STREET 1)THIS IS A BOUNDARY SURVEY. 2)ANGLES AS PER FIELD SURVEY. (40' RIGHT—OF—WAY) 3)NO BUILDING RESTRICTION LINE PER PLAT. 4)NORTH PROTRACTED FROM PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'Y' AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, THIS SURVEY WAS MADE FOR THE BENEFIT DUVAL COUNTY, FLORIDA. OF CH ISTOPH R GRIFFITH FINAL SURVEY: JUNE 9, 2008 FOUNDATION SURVEY: APRIL 16, 2007 DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MARCH 23, 2006 DRAWN BY: —AJC-- 1500 ROBERTS DRIVE FILE #: 2008-0525 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET L_OF REF:CRT2007-435 m FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: THE SEMINOLE & CORAL RESIDENCE Builder: ELITE HOMES Address: 75 CORAL STREET Permitting Office: DUVAL City, State: ATLANTIC BEACH, FL Permit Number: Owner: SEMINOLE & CORAL Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 22.5 kBtu/hr _ 3. Number of units.if nnilti;family I _ SEER: 13.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:27.4 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft-) 3433 ft' _ c. Central Unit Cap: 16.3 kBtu/hr _ 7. Glass type) and area:(Label reqd.by 13-104.4.5 if not default) SEER: 13.00 a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)260.3 ft'- _ a. Electric Heat Pump Cap:22.5 kBtu/hr b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)260.3 ft' _ b. Electric Heat Pump Cap:27.4 kBtu/hr _ 8. Floor types HSPF: 7.70 a. Slab-On-Grade Edge Insulation R=19.0. 1 197.0 ft' c. Electric Heat Pump Cap: 16.3 kBtu/hr b. Slab-On-Grade Edge Insulation,0 R=19.0,578.0 W _ HSPF:7.70 c. 2 Others 646.0 tt' _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood.Exterior R=1 1.0,2896.0 ft' _ EF:0.90 _ h. Frame.Wood.Adjacent R=1 1.0, 184.0 ft' b. Electric Resistance Cap:50.0 gallons c. N/A _ EF:0.90 _ d. N/A _ c. Conservation credits _ e. N/A _ (FIR-Heat recovery.Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1695.0 ft' 15. HVAC credits _ b. Under Attic R=19.0, 144.0 W _ (CF-Ceiling fan.CV-Cross ventilation. c. N/A _ FIF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat. a. Sup:Con. Ret:Con. AH:Garage Sup. R=6.0, 150.0 fN MZ-C-Multi-r_one cooling, b. 2 Others 225.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 30554 PASS Total base points: 30600 1 hereby certify that the plans and specifications covered by Review of the plans and 11 �ZHESTgl this calculation are in compliance with the Florida Energy specifications covered by this 4Vo Code. G� ( calculation indicates compliance Cwt,, PREPARED BY: iip�bQl� with the Florida Energy Code. DATE: 1- 11-0Before construction is completed this building will be inspected for I hereby certify that this building, as digned, is in c pliance compliance with Section 553.908 with the Florida Energy Codyl �s Florida Statutes. cOIL)I'M OWNER/AGENT: BUILDING OFFICIAL: DATE: a Z DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, 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 3433.0 20.04 12383.5 Double,Clear S 1.3 5.0 30.0 35.87 0.84 902.0 Double, Clear W 1.3 3.0 8.0 38.52 0.77 236.4 Double, Clear W 1.3 5.0 12.0 38.52 0.90 416.7 Double, Clear W 1.3 4.0 6.0 38.52 0.85 196.3 Double, Clear E 1.3 8.0 40.0 42.06 0.97 1631.6 Double, Clear E 1.3 6.0 30.0 42.06 0.93 1176.9 Double, Clear S 1.3 7.0 36.0 35.87 0.92 1188.0 Double, Clear W 1.3 3.0 12.0 38.52 0.77 354.6 Double, Clear W 1.3 3.0 8.0 38.52 0.77 236.4 Double,Clear W 1.3 4.0 6.0 38.52 0.85 196.3 Double, Clear W 1.3 7.0 36.0 38.52 0.96 1325.8 Double, Clear W 1.3 2.3 8.0 38.52 0.69 211.4 Double, Clear W 1.3 6.0 15.0 38.52 0.93 539.3 Double, Clear N 1.3 6.7 80.0 19.20 0.96 1476.9 Double, Clear E 1.3 5.0 60.0 42.06 0.90 2273.4 Double, Clear E 1.3 3.7 42.0 42.06 0.82 1455.9 Double,Clear E 1.3 2.3 3.3 42.06 0.68 94.4 Double, Clear W 1.3 6.0 30.0 38.52 0.93 1078.6 Double, Clear E 1.3 3.7 14.0 42.06 0.82 485.3 As-Built Total: 476.3 15476.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 184.0 0.70 128.8 Frame,Wood, Exterior 11.0 2896.0 1.70 4923.2 Exterior 2896.0 1.70 4923.2 Frame,Wood,Adjacent 11.0 184.0 0.70 128.8 Base Total: 3080.0 5052.0 As-Built Total: 3080.0 5052.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 40.0 2.40 96.0 Exterior Wood 21.0 6.10 128.1 Exterior 61.0 6.10 372.1 Exterior Wood 40.0 6.10 244.0 Adjacent Wood 40.0 2.40 96.0 Base Total: 101.0 468.1 As-Built Total: 101.0 468.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1695.0 1.73 2932.4 Under Attic 30.0 1695.0 1.73 X 1.00 2932.4 Under Attic 19.0 144.0 2.34 X 1.00 337.0 Base Total: 1695.0 2932.4 As-Built Total: 1839.0 3269.3 EnergyGauge@ DCA Form 60OA-2004 EnergyGaugeOO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 1923.0(p) -37.0 -71151.0 Slab-On-Grade Edge Insulation 0.0 148.0(p -41.20 -6097.6 Raised 498.0 -3.99 -1987.0 Raised Wood,Adjacent 19.0 498.0 0.40 199.2 Slab-On-Grade Edge Insulation 19.0 1197.0( -35.70 -42732.9 Slab-On-Grade Edge Insulation 19.0 578.0(p -35.70 -20634.6 Base Total: -73138.0 As-Built Total: 2421.0 -69265.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 3433.0 10.21 35050.9 3433.0 10.21 35050.9 Summer Base Points:-17251.1 Summer As-Built Points: -9949.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 22500 btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) -9949 0.34 (1.09 x 1.147 x 0.95) 0.263 1.000 -973.2 (sys 2 Central Unit 27400 btuh,SEER/EFF(13.0)Ducts:Con(S),Con(R),Gar(AH),R6.0(INS) -9949 0.41 (1.00 x 1.147 x 0.95) 0.263 1.000 -1185.1 (sys 3:Central Unit 16300 btuh,SEER/EFF(13.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) -9949 0.25 (1.00 x 1.147 x 0.86) 0.263 1.000 -705.0 -17251.1 0.4266 -7359.3 -9949.3 1.00 1.096 0.263 1.000 -2863.3 EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ' FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area I Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3433.0 12.74 7872.6 Double, Clear S 1.3 5.0 30.0 13.30 1.14 454.0 Double, Clear W 1.3 3.0 8.0 20.73 1.07 177.5 Double, Clear W 1.3 5.0 12.0 20.73 1.03 255.4 Double, Clear W 1.3 4.0 6.0 20.73 1.04 129.7 Double, Clear E 1.3 8.0 40.0 18.79 1.02 763.5 Double, Clear E 1.3 6.0 30.0 18.79 1.03 579.9 Double, Clear S 1.3 7.0 36.0 13.30 1.04 500.1 Double, Clear W 1.3 3.0 12.0 20.73 1.07 266.2 Double,Clear W 1.3 3.0 8.0 20.73 1.07 177.5 Double,Clear W 1.3 4.0 6.0 20.73 1.04 129.7 Double,Clear W 1.3 7.0 36.0 20.73 1.01 755.0 Double,Clear W 1.3 2.3 8.0 20.73 1.10 182.5 Double, Clear W 1.3 6.0 15.0 20.73 1.02 316.5 Double, Clear N 1.3 6.7 80.0 24.58 1.00 1968.5 Double, Clear E 1.3 5.0 60.0 18.79 1.04 1172.3 Double, Clear E 1.3 3.7 42.0 18.79 1.07 844.8 Double, Clear E 1.3 2.3 3.3 18.79 1.15 71.1 Double, Clear W 1.3 6.0 30.0 20.73 1.02 633.0 Double, Clear E 1.3 3.7 14.0 18.79 1.07 281.6 As-Built Total: 476.3 9658.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 184.0 3.60 662.4 Frame,Wood, Exterior 11.0 2896.0 3.70 10715.2 Exterior 2896.0 3.70 10715.2 Frame,Wood,Adjacent 11.0 184.0 3.60 662.4 Base Total: 3080.0 11377.6 As-Built Total: 3080.0 11377.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 40.0 11.50 460.0 Exterior Wood 21.0 12.30 258.3 Exterior 61.0 12.30 750.3 Exterior Wood 40.0 12.30 492.0 Adjacent Wood 40.0 11.50 460.0 Base Total: 101.0 1210.3 As-Built Total: 101.0 1210.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1695.0 2.05 3474.8 Under Attic 30.0 1695.0 2.05 X 1.00 3474.8 Under Attic 19.0 144.0 2.70 X 1.00 388.8 Base Total: 1695.0 3474.8 As-Built Total: 1839.0 3863.6 EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 1923.0(p) 8.9 17114.7 Slab-On-Grade Edge Insulation 0.0 148.0(p 18.80 2782.4 Raised 498.0 0.96 478.1 Raised Wood,Adjacent 19.0 498.0 2.20 1095.6 Slab-On-Grade Edge Insulation 19.0 1197.0( 7.00 8379.0 Slab-On-Grade Edge Insulation 19.0 578.0(p 7.00 4046.0 Base Total: 17592.8 As-Built Total: 2421.0 16303.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3433.0 -0.59 -2025.5 3433.0 -0.59 -2025.5 Winter Base Points: 39502.5 Winter As-Built Points: 40387.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 22500 btuh ,EFF(7.7)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 40387.7 0.340 (1.069 x 1.169 x 0.95) 0.443 1.000 6780.4 (sys 2: Electric Heat Pump 27400 btuh ,EFF(7.7) Ducts:Con(S),Con(R),Gar(AH),R6.0 40387.7 0.414 (1.000 x 1.169 x 0.95) 0.443 1.000 8257.0 (sys 3: Electric Heat Pump 16300 btuh ,EFF(7.7) Ducts:Con(S),Con(R),Int(AH),R6.0 40387.7 0.246 (1.000 x 1.169 x 0.88) 0.443 1.000 4912.0 39502.5 0.6274 24783.9 40387.7 1.00 1.115 0.443 1.000 19949.3 EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, 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 5 2635.00 13175.0 50.0 0.90 5 0.50 2693.56 1.00 6733.9 50.0 0.90 5 0.50 2693.56 1.00 6733.9 As-Built Total: 13467.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points -7359 24784 13175 30600 -2863 19949 13468 30554 PASS O�SHE ST�1�O�.f G0to)Ywas EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 75 CORAL STREET, ATLANTIC BEACH, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board &top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with <2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir 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. EnergyGauge TM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.3 The higher the score, the more efficient the home. SEMINOLE & CORAL, 75 CORAL STREET, ATLANTIC BEACH, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:22.5 kBtu/hr _ 3. Number of units,if nwlti-family I _ SEER: 13.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap:27.4 kBtu/hr _ 5. Is this a worst case'? Yes _ SEER: 13.00 _ 6. Conditioned floor area(W) 3433 tt' _ c. Central Unit Cap: 16.3 kBtu/hr 7. Glass type and area:(Label regd.by 13-104.4.5 if not default) SEER: 13.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)260.3 ft' _ a. Electric Heat Pump Cap:22.5 kBtu/hr b. SHGC: HSPF:7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear)260.3 ft= _ b. Electric Heat Pump Cap:27.4 kBtu/hr 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=19.0, 1197.0 ft' _ c. Electric Heat Pump Cap: 16.3 kBtu/hr b. Slab-On-Grade Edge Insulation,0 R=19.0,578.0 ft' _ HSPF:7.70 a 2 Others 646.0 W _ '14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=1 1.0,2896.0 ft' _ EF:0.90 _ b. Frame,Wood,Adjacent R=1 1.0, 184.0 ft' _ b. Electric Resistance Cap:50.0 gallons a N/A _ EF:0.90 _ 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, 1695.0 ft' _ 15. HVAC credits _ b. Under Attic R=19.0, 144.0 ft= _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Garage Sup. R=6.0, 150.0 ft' _ MZ-C-Multizone cooling, b. 2 Others 225.0 ft _ MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building �ZSE STq� Construction through the above energy saving f tures which will be installed(or exceeded) in this home before final inspection. Otherwi new EPL Display Card will be ompleted based on installed Cod mp ' eat e w Builder Signature: Date: / i Address of New Home: C 5 City/FL Zip:SAT/,AA1)C CeA F L r�c0DW-, *NOTE: The home's estimated energy perfbrtnance score is only available through the FLA/RES con ��program. This is not a BuildingEner Rating. 1 our score is 80 or greater or 86 or a US EPA/DOE Ener Star"'°desi nation , Energy g� .fy' g ( f g1'� g your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 327/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu.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. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on ages 2&4. EnergyGauge r� (Version: FLRCS�B v4.0) Residential System Sizing Calculation Summary SEMINOLE & CORAL Project Title: Code Only 75 CORAL STREET THE SEMINOLE & CORAL RESIDENCE Professional Version ATLANTIC BEACH, FL Climate: North 1/15/2007 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 108696 Btuh Total cooling load calculation 59393 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 60.9 66200 Sensible (SHR = 0.72) 113.3 47664 Heat Pump + Auxiliary(10.OkW) 92.3 10033 Latent 107.0 18536 Total Electric Heat Pum 111.5 66200 WINTER CALCULATIONS Winter Heating Load for 3433 sqft) C urts(�°ti, Load component LoadWnU ,,'<%, `X, Intel(18 ) Window total 476 sqft 13098 Btuh eilin�sc="6' f Wall total 3080 sqft 10178 Btuh Door total 101 sqft1434 Btuh Ceiling total 1839 sqft 2492 Btuh Floor total See detail report 59677 Btuh Infiltration 479 cfm 20036 Btuh Subtotal 106914 Btuh Duct loss 1782 Btuh TOTAL HEAT LOSS 108696 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3433 sqft) Load component Load Window total 476 sqft 17172 Btuh ater2 in,ernsl(4%2., Wall total 3080 sqft 6074 Btuh VMrdo rvs(Z9ab) Door total 101 sqft 1054 Btuh Cntent Infll.f25%, Ceiling total 1839 sqft 2800 Btuh +' E Floor total 0 Btuh Infiltration 451 cfm 9419 Btuh _� Internal gain 4200 Btuh 1 CFllinysf''Y, IM.3Fin( `y.l , Subtotal(sensible) 40720 Btuh Duct23.5) 6nJe II�l1006, Duct gain 1357 Btuh Total sensible gain 42077 Btuh In1iL(1 6%) Latent gain(infiltration) 15016 Btuh Latent gain(internal) 2300 Btuh EnergyGauge®Sy em Sizing f ased on P\cS,CA Man a J. Total latent gain 17316 BtuPREPARED BY: �f,/ �L h v g DATE: _ TOTAL HEAT GAIN 59393 Btuh EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details SEMINOLE & CORAL Project Title: Code Only 75 CORAL STREET THE SEMINOLE & CORAL RESIDENCE Professional Version ATLANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 1/15/2007 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF W 30.0 27.5 825 Btuh 2 2, Clear, Metal, DEF N 8.0 27.5 220 Btuh 3 2, Clear, Metal, DEF N 12.0 27.5 330 Btuh 4 2, Clear, Metal, DEF N 6.0 27.5 165 Btuh 5 2, Clear, Metal, DEF S 40.0 27.5 1100 Btuh 6 2, Clear, Metal, DEF S 30.0 27.5 825 Btuh 7 2, Clear, Metal, DEF W 36.0 27.5 990 Btuh 8 2, Clear, Metal, DEF N 12.0 27.5 330 Btuh 9 2, Clear, Metal, DEF N 8.0 27.5 220 Btuh 10 2, Clear, Metal, DEF N 6.0 27.5 165 Btuh 11 2, Clear, Metal, DEF N 36.0 27.5 990 Btuh 12 2, Clear, Metal, DEF N 8.0 27.5 220 Btuh 13 2, Clear, Metal, DEF N 15.0 27.5 412 Btuh 14 2, Clear, Metal, DEF E 80.0 27.5. 2200 Btuh 15 2, Clear, Metal, DEF S 60.0 27.5 1650 Btuh 16 2, Clear, Metal, DEF S 42.0 27.5 1155 Btuh 17 2, Clear, Metal, DEF S 3.3 27.5 91 Btuh 18 2, Clear, Metal, DEF N 30.0 27.5 825 Btuh 19 2, Clear, Metal, DEF S 14.0 27.5 385 Btuh Window Total 476 13098 Btuh Walls Type R-Value Area X HTM= Load 1 Frame - Exterior 11.0 2896 3.4 9846 Btuh 2 Frame-Adjacent 11.0 184 1.8 331 Btuh Wall Total 3080 10178 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 21 17.5 367 Btuh 2 Wood - Exter 40 17.5 699 Btuh 3 Wood -Adjac 40 9.2 368 Btuh Door Total 101 1434Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 1695 1.3 2204 Btuh 2 Under Attic 19.0 144 2.0 288 Btuh Ceilinq Total 1839 2492Btuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insul 0 148.0 ft(p) 30.8 4558 Btuh 2 Raised Wood/Enclosed 19 498.0 sqft 0.9 448 Btuh 3 Slab-On-Grade Edge Insul 19 1197.0 ft(p) 30.8 36868 Btuh 4 Slab-On-Grade Edge Insul 19 578.0 ft(p) 30.8 17802 Btuh Floor Total 2421 59677 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 34330(sgft) 229 9586 Btuh Mechanical 250 10450 Btuh Infiltration Total EnergyGaugeO FLRCPB v3.30 479 20036 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) SEMINOLE & CORAL Project Title: Code Only 75 CORAL STREET THE SEMINOLE & CORAL RESIDENCE Professional Version ATLANTIC BEACH, FL Climate: North 1/15/2007 Subtotal 106914 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.02) 1782 Btuh Total Btuh Loss 108696 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key: Floor size(perimeter(p)for slab-on-grade or area for all other floor types) EnergyGaugeO FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details SEMINOLE & CORAL Project Title: Code Only 75 CORAL STREET THE SEMINOLE & CORAL RESIDENCE Professional Version ATLANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 1/15/2007 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExShOrnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2, Clear,DEF, N, N W 1.33 5 30.0 6.6 23.4 23 72 1835 Btuh 2 2,Clear,DEF, N, N N 1.33 3 8.0 0.0 8.0 23 23 184 Btuh 3 2, Clear,DEF, N, N N 1.33 5 12.0 0.0 12.0 23 23 276 Btuh 4 2, Clear, DEF, N, N N 1.33 4 6.0 0.0 6.0 23 23 138 Btuh 5 2,Clear, DEF, N, N S 1.33 8 40.0 34.9 5.1 23 37 991 Btuh 6 2,Clear, DEF, N, N S 1.33 6 30.0 30.0 0.0 23 37 690 Btuh 7 2, Clear, DEF, N, N W 1.33 7 36.0 0.6 35.4 23 72 2561 Btuh 8 2, Clear,DEF, N, N N 1.33 3 12.0 0.0 12.0 23 23 276 Btuh 9 2, Clear, DEF, N, N N 1.33 3 8.0 0.0 8.0 23 23 184 Btuh 10 2,Clear, DEF, N, N N 1.33 4 6.0 0.0 6.0 23 23 138 Btuh 11 2, Clear,DEF, N, N N 1.33 7 36.0 0.0 36.0 23 23 828 Btuh 12 2, Clear, DEF, N, N N 1.33 2.33 8.0 0.0 8.0 23 23 184 Btuh 13 2,Clear, DEF, N, N N 1.33 6 15.0 0.0 15.0 23 23 345 Btuh 14 2, Clear,DEF, N, N E 1.33 6.66 80.0 13.3 66.7 23 72 5109 Btuh 15 2, Clear, DEF, N, N S 1.33 5 60.0 60.0 0.0 23 37 1380 Btuh 16 2,Clear, DEF, N, N S 1.33 3.66 42.0 42.0 0.0 23 37 966 Btuh 17 2;Clear,DEF, N, N S 1.33 2.33 3.3 3.3 0.0 23 37 76 Btuh 18 2, Clear, DEF, N, N N 1.33 6 30.0 0.0 30.0 23 23 690 Btuh 19 2, Clear, DEF, N, N S 1.33 3.66 14.0 14.0 0.0 23 37 322 Btuh Window Total 1 476 17172 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 2896.0 2.0 5850 Stuh 2 Frame-Adjacent 11.0 184.0 1.2 224 Btuh Wall Total 3080.0 6074 Btuh Doors Type Area HTM Load 1 Wood-Exter 21.0 10.4 219 Btuh 2 Wood- Exter 40.0 10.4 418 Btuh 3 Wood-Adjac 40.0 10.4 418 Btuh Door Total 101.0 1054 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1695.0 1.5 2475 Btuh 2 Under Attic/Dark 19.0 144.0 2.3 325 Btuh Ceiling Total 1839.0 2800 Btuh Floors Type R-Value Size. HTM Load 1 Slab-On-Grade Edge Insulation 0.0 148.0 ft(p) 0.0 0 Btuh 2 Raised Wood 19.0 498.0 sqft 0.0 0 Btuh 3 Slab-On-Grade Edge Insulation 19.0 1197.0 ft(p) 0.0 0 Btuh 4 Slab-On-Grade Edge Insulation 19.0 578.0 ft(p) 0.0 0 Btuh Floor Total 2421.0 0 Btuh EnergyGaugeO FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) SEMINOLE & CORAL Project Title: Code Only 75 CORAL STREET THE SEMINOLE & CORAL RESIDENCE Professional Version ATLANTIC BEACH, FL Climate: North 1/15/2007 Infiltration Type ACH Volume CFM= Load Natural 0.35 34330 200.7 4194 Btuh Mechanical 250 5225 Btuh Infiltration Total 451 9419 Btuh Internal Occupants Btuh/occupant Appliance Load gain 10 X 300 + 1200 4200 Btuh Subtotal 40720 Btuh Duct gain(using duct multiplier of 0.03) 1357 Btuh Total sensible gain 42077 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 15016 Btuh Latent occupant gain (10 people @ 230 Btuh per person 2300 Btuh Latent other gain 0 Btuh TOTAL GAIN 59393 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEFfor default) (InSh-Interior shading device: none(N), Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device: none(N)or numerical value) (Ornt-compass orientation) EnergyGauge® FLRCPB v3.30 L7A- ----,&LliMt4ATET. HEATING AND AIR CONDITIONING Trane Product Data Condenser I Ton. lindoor Unit I SEER I HSPF ITotal Cap Sensible Cap. 2TW83018A1 1.5 2TEC3F18A1 13 7.7 16300 12100 2TWB3024A1 2 2TEC3F24A1 13 7.7 22500 16900 2TWB3030A1 2.5 2TEC3F30A1 13 7.7 27400 20000 2TWB3036A1 3 2TEC3F36A1 13 7.7 33400 24400 2TWB3042A1 1 3.5 12TEC3F42Al 1 13 1 7.7 1 39500 1 28800 2TWB3048A1 1 4 12TEC3F48Al 1 13 1 7.7 1 45500 1 32800 2TWB3060A1 1 5 12TEC3F6OAl 1 13 1 7.7 1 55500 1 39500 Residential Window Diversity MidSummer Project Title: Code Only 75 CORAL ST. GRIFFITH RESIDENCE Professional Version ATLANTIC BCH, FL Climate: North 2/8/2007 x„•x:�.. �' r. #�: �.,�,? y�,fin.,�� a'.n �` �" ^M� :r. °�1 a 5� tK �` !.`� s �'�' `�' «5'.'"« ;'?; :�.°,�",: Summer design temperature 93 F Average window load for July 24167 Btu Summer setpoint 75 F Peak window load for July 33505 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 31417 Btu Latitude 30 North Window excursion (Jul ) 2088 Btuh WINDOW Average and Peak Loads —Limit for excursion 30000.00 / 26000.00 26000.00 24000.00 12 Hour Average 22000.00 s S 20000.00 18000.00 - 0 8000.00 J 16000.00 0 14000.00 12000.00 10000.00 8000.00 6000.00 4000.00 2000.00 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms.A zoned system may be required or some rooms may require zone control. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v4.5 _C, > 12'PALM -m 0 18��V�04>I n g x LOT D 19 r I m z m x 10.4 —i 1 TI 10.6—A CJ IBJ 11.51 10.8 0'1 Q c� O 0O , 11.33 a Lt LL 8.4 5.7 Or, D I xl .06 x10.6 O d AVER I HEDrn D o o rTl O cot 'ECK to C s.,NOTES: Q LLI L� 1)THIS IS A BOUNDARY AND L m 24.7' 5.4' TOPOGRAPHIC SURVEY. ( a ONE STORY 2)ANGLES AS PER FIELD SURVEY. 114 N FRAME 3)NO BUILDING RESTRICTION LINE ° RESIDENCE PER PLAT. Q 1 o m to POSTED "75" 4)NORTH PROTRACTED FROM 11.52o`' a 12.1' FFE=10.85 to PLAT. _ x SCREENED P 5) REFERENCE BENCHMARK: MAG x1 •14 X10.5 n 0 y� NAIL IN! ASPHALT 29'± I Pe.Tln.. 12.4' SOUTHERLY OF SOUTHWEST CORNER OF LOT 20, BLOCK 8, I BENCHMARK. 9) coo OCEAN GROVE, ELEVATION NAIL & DISK, IN EAST FACE ,(''O-64 011 / POSTED= 10.99 NATIONAL I OF POWER POLE, FOUND 1/2" 90'26' 3" 89'31'01FOUND 1/2" GEODETIC VERTICAL DATUM 1929. 1.41 ELEV.=11.83 ERON RE /i IRON REBAR 6) ALL SPOT ELEVATIONS ARE (NGVD 1929) "NO CAP" 1 NO CAP" BASED ON NATIONAL GEODETIC 11tia 8' 4.3. x10.7 x10.3 — VERTICAL DATUM 1929. 7) NO UNDERGROUND ( WOOD POLE ��' ,oa 10.2' INSTALLATIONS, IMPROVEMENTS -0.4 50.60 OR ENCROACHMENTS HAVE BEEN I 10.34 44.89'(FIELD) 10.26 LOCATED EXCEPT THOSE SHOWN HEREON. LEGEND: BENCHMARK: CORAL STREET NAIL & DISK, (40' RIGHT—OF—WAY) ELEV DENOTES ELEVATION ELEV9s ' (NGVD 1929) FFE DENOTES FINISH FLOOR ELEVATION X16.5 DENOTES SPOT ELEVATION -0- DENOTES BENCHMARK THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED I FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, I 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. RECHECKED ALL — NOVEMBER 16, 2006 DONN W. BOATWRIGHT, P.S.M. `NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER." CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MARCH-23-2006 DRAWN BY: SWC 1500 ROBERTS DRIVE SHEET_1 OF 1 FILE #: 2006-1438 JACKSONVILLE BEACH, FLORIDA 241-8550 XREF: 2006-0388 (CRT) 0 = II 12"PALM + I o 18..L1 v n O D � z LOT D Z " 19 z _ m X 10.4 .a 10.6—A O 10.8 1 o O O D_ L( 1 t-L 8.4� 5.7 0 m D I 11.33 0 -�t . j Q Q Xi .06 X10.6 m O cD LLPAYER--1 HEDo' O o WOOD L1-L fO.6 DECK LLLxLL w NOTES: a - LL LL 1)THIS IS A BOUNDARY AND 00 J 24.7' 5.4' TOPOGRAPHIC SURVEY. a ONE STORY 2)ANGLES AS PER FIELD SURVEY. 0- FRAME 3)NO BUILDING RESTRICTION LINE 11'4 `r v _ RESIDENCE PER PLAT. 01 POSTED "75" PLAORTH PROTRACTED FROM 11,52 °°'° o T. X 12,1' FFE=10.85 SCa c 5) REFERENCE BENCHMARK: MAG X1 •14 X10.5 D NAIL IN ASPHALT 29't ` 12.4' SOUTHERLY OF SOUTHWEST S1 TE p OD DECK 5.6 CORNER OF LOT 20, BLOCK 8, , BENCHMARK: rn OCEAN GROVE, ELEVATION NAIL & DISK. (D IN EAST FACE -"y 64 00 POSTED= 10.99 NATIONAL OF POWER POLE, FOUND 1/2" 90-26'43" 89'37'01" Fou 1/2- 0 2 GEODETIC VERTICAL DATUM 1929. I t.41 ELEV.=11.83 / " (NGVD 1929) IRON REBAR IRON REBAR 6) ALL SPOT ELEVATIONS ARE I "NO CAP" NO CAP- BASED ON NATIONAL GEODETIC X VERTICAL DATUM 1929. 1t i 4 3. X1o.� 1o.3 .. ya 7) NO UNDERGROUND I WOOD POLE °' k 10.2 INSTALLATIONS, IMPROVEMENTS 0.4 ^° 50.6 '2 OR ENCROACHMENTS HAVE BEEN I 10.34 44.89'(FIELD) 1o,zs LOCATED EXCEPT THOSE SHOWN HEREON. LEGEND: BENCHMARK: CORAL STREET NAIL & DISK, (40' RIGHT-OF-WA'() ELEV DENOTES ELEVATION ELEV.=10.99 (NGVD 1929) FFE DENOTES FINISH FLOOR ELEVATION X16.5 DENOTES SPOT ELEVATION DENOTES BENCHMARK THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. RECHECKED ALL - NOVEMBER 16, 2006 DONN W. BOATWRIGHT. P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER." CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MARCH-23-2006 DRAWN BY: SWC 1500 ROBERTS DRIVE SHEET 1 OF L__ FILE #: 2006-1438 JACKSONVILLE BEACH, FLORIDA 241-8550 XREF: 2006-0388 (CRT) CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 K "(904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COAMENTS Permit Application# d 7 - } S ��ryL Property Address !L ` lf9� 7qo401� X11 ' Applicant: , -27 2)me i� e-a"-i-,z& L-) Project: This permit application has been: 0 Approved as noted by the Department. al application approval must come from the Building Department. ZZ'Reviewed and the following items need attention: �a 0?•o26. d? Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department.requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: D� O Date Contractor Notified: �, - • 16" 0 1 Apr 04 07 07:39p COASTAL CASH p.1 %.nns vnnun twV14) [4p-1/i34 p.3 07 April 3,2007 As the owner of 71 Coral Street,Atlantic Beach,Florida 32233,I give permission to my neighbor.Chris Griffith at 75 Coral street to instail his air conditioning units on the Fest(or right)of his property next to mine. In return,he agrees to grant me permission to install my air conditioning units on the West(or left)of my Property- Owner of 71 Coral Street,Atlantic Beach Florida,32233 hiartin Manley Signed JA c., Date - ql 41 VI ContactNumber qvq qli3 Z300 rm Apr 09 07 04:17p Perfect Climate Htg&Air 904-262-7703 p,1 _ O© 1 \ � -A AQJ .I MATE'. 11651 Central Parkway,Suite 118 HEATING AND AIR CONDITIONING Jacksonville, FI 32224 FAX Number of Pages Attached (including cover): Date:q Name Company Phone: Fax' tf�� �� �� From: Name77— Title Company Perfect Climate Heating &Air Conditioning Inc. Phone: (904) 646-1020 Fax. (904) 202-7703 Message: Apr 09 07 04:17p Perfect Climate Htg&Air 904262-7703 p.2 r)N ME Jacksonville Dealer Sales Office 8923 Western Way Suits 17•Jacksonville FL 32156•Tel 904 536 8600•Fax 904 538 8610 `t 5 c.02A�,-tr S - --� To Whom It May Concern: The TRANS XR13 model heat pump is a residential unit. The decibel rating ranges from 73-78 decibels depending on the size. These ratings are considered to be quiet by industry standards. Thanks, Jason Buehler Territory Manager Trane DSO Jacksonville www.trare.com 11.44 X 10.5 I I I 5.1 I I I 23.3 I I t 9 o I I I =3 O LOT I I I p zz� 19 (� �0 5.0' 1.5 fel .t v Z II I 'rII n X10.431 0 10.60 r' I I Io.e O 0 o ca ,1 i> 11.51 II II 10.6 O 3.3 X10.5 1 11.33 x 1 06 x O K, -0 io � � n I� I o 0 T ' 11.4 II I U.1�-'�\ � cl`J 0 moi., 23.3' O11.52 I x10.5 D O I x1.14 Y, in � lfc C OUND 1/2" 1,1TE N � O d`) �7'()1 FIRON REBAR�a,�jXj19(� Ig1.NCNMARK'. 0.64 O NszAp - I I NAIL TDFACE G'43 O mO R POLE. FOUND 1/2 90 Z I I II1)FFP0 i 83` IRON REO AR ���tit1 xt0.3 I(LE.V.= )(10.7 II 11.41 II NGVD 192>> .'NO CAP yax x 10.2 I M • ,. Q, 10.26 POLE/ ,p (0.4', I "Ono 10.34 --x 10.34 �COR m- 5- - — X40 RIGNT-OF-WA r) — _ _4_ DEtJCRMARK'. r1A1L �1�I�y' NOTES: 1) THIS IS A MAP ONLY. 2) BOUNDARY AND TOPOGRAPHIC DATA AS PER BOATWRIGHT LAND SURVEYORS, INC., JOB No. 2006-1438, DATED 3P NV BUI2�33 LDa�ppTNNESTRICTION LINE AS PER PLAT. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989. FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: FEBRUARY 8, 2007 DRAWN BY: DAF 1500 ROBERTS DRIVE FILE #: 2007-0159 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 XREF: 2006-1438 (SWC) 0 = 12„PALM , o 18 �10'A� n Z LOT D = 19 z TT _ m X 10 4 —s 10.8 10.6 w O p m ♦° O ,, p n Lt I -Ll 8.4 5.7' oil D Q )Ci -d6 X10.6 0 cp LPA ER- E 0 Q 0 D"K'( LLLXL u NOTES: I Q L Z 1)THIS IS A BOUNDARY AND `� 24.7' 5.4' TOPOGRAPHIC SURVEY. I ¢ ONE STORY 2)ANGLES AS PER FIELD SURVEY. 0- j FRAME / 3)NO BUILDING RESTRICTION LINE < a x-p_ RESIDENCE (� PER PLAT. G 1 '0POSTE 75" Q1 4 NORTH PROTRACTED FROM 11. E-,$0-64 ° ci . 52 X 12.1 FFE=10.85 CO PLAT. SCREENED °D 5) REFERENCE BENCHMARK: MAG X1 •14 X1p5 oNAIL IN ASPHALT 29'1 X� - aaT10�. t2.4' SOUTHERLY Cl" SGUTI-ViEST SITE voOD`DECK, -5.6 CORNER OF LOT 20, BLOCK 8, BENCHMARK: - Q1 OCEAN GROVE, ELEVATION I NAIL & DISK, � co IN EAST FACE POSTED= 10.99 NATIONAL I OF POWER POLE, FOUND 1/2" 90'26' 3" 89'37'01" FOUND 1 2 GEODETIC VERTICAL DATUM 1929. 1.41 ELEV.=11.83 / / " (NGVD 1929) IRON CRE IRON REBAR 6) ALL SPOT ELEVATIONS ARE 11 NO CAP" NO CAP" BASED ON NATIONAL GEODETIC - - — I 1 1 4 3 X10 10 3 VERTICAL DATUM 1929. y� k 7) NO UNDERGROUND I WOOD POLE °' R 10.2 INSTALLATIONS, IMPROVEMENTS 0 4 1° 50, 0' OR ENCROACHMENTS HAVE BEEN I 10.34 44.89'(FIELD) 10.26 LOCATED EXCEPT THOSE SHOWN HEREON. — — .�. ..,X 10.34 LEGEND: BENCHMARK: CORAL STREET NAIL & DISK, (40' RIGHT—OF—WAY) ELEV DENOTES ELEVATION ELEV.=10.99 FFE DENOTES FINISH FLOOR ELEVATION (NGVD 1929) ���/ X16.5 DENOTES SPOT ELEVATION DENOTES BENCHMARK Y' �117 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN nv> FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED / FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, !Z 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL J COUNTY, FLORIDA. I RECHECKED ALL - NOVEMBER 16, 2006 DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL A FLORIDA LICENSED SURVEYOR AND MAPPER.."" FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: MARCH-23-2006 DRAWN BY: SWC 1500 ROBERTS DRIVE FILE #: 2006-1438 JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 XREF: 2006-0388 (CRT) BUILDING PERMIT APPLICATION ?, s CITY OF ATLANTIC BEACH 319r 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 ■ Fax: (904)247-5845 Job Address: L�'���- `�� Permit Number: Legal Description s EIC(Dv- ll -Pill (82- Valuation 82Valuation of Work(Replacement Cost) $ 41000 Class of Work(Circle one): ew Addition Alteration Repair ■ Use of existing/proposed structure s (Circle one): Commercial esidentia ■ If an existing structure, is a fire sprinkler system installed?(Circle one): es o 1�NDo■ Is approval of homeowner's association or other private entity required? (Circle one): Yes Describe in detail the type of work to be performed: 1, � � l D —J(0C� Property Owner Information Name: CHRIS CRIT--10 Address: 73 Corp( ►'ce� City . T)H )((- /IQ p t,R State Zip 121 3 a Phone 121 ),!C-- 1-1 T� Contractor Information: Name of Company:SoAl*') qualifying Agent: Address: 1535 Q 2.01 City . State (--L-_Zip X20�3 Office Phone 4 Q-,I , SLSo Job Site/Contact Number "I S;9 3$3$ State Certification/Registration# L` L i S n 3 ci$ Office Fax# Architect Name &Phone# -Tt h-, C�i u- I m 1�04 - -)-`lct - 0o1 Engineer's Name &Phone# 4y i_.se6C-,e.G -�aiG 6i oy' Sgt - ;�;L4©1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of aPe,rf and that all work will be performed to meet the standards o{all laws regulating construction in this jurisdiction. This permit becomes null and void if tivork is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any tine after work is contntenced. I understand that separate permits must be secured forElectrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n there certify that I have read and examined this application and know the sante to be true and correct. All provisions of a skid ordinances governing dus pe ofworlrtivill be complied with whether specified herein or not. The granting of a ermit does not presume to give authori t vi late or cancel the provisions ony other federal,state, or local law regulating con ction or the perfornta c o construction. j Signature of Property Owner: S ! ignature of Contractor: Savor to and subscribed before me Swor and subscr' d b re me this Da f_ P�f�t^� � C>-1 this Lay of i-- Vot Public: Notary Public:-kL � e on D. MCM rry .:Commission#DD DONNA G. MBY la` 390508 c� MYCOMMISSION DD 314806 • �x[�ires March 4 2009 EXPIRE&August 29,2008 6eeAr6 V FORIRRURtRse,IRE 4*9&--tg1y Bonded 7hru Notary Public Underwriters aiicr--asc•rnuv DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY -eview Result(Circle one) Truss Connection Schedule ELITE HOMES GRIFFITH RESIDENCE Truss Uplift Truss Connection Stud to Double Stud to Sill Plate Connection Connection Left Inter. Right Left Inter. Right Left Inter. Right Left Inter. Right T01 1872 1625 (2)HTS30 HANGER TYP N/A TYP N/A T02 882 622 (2)H8 H8 TYP TYP TYP TYP T03 907 651 (2)H8 H8 TYP TYP TYP TYP T04 909 909 (2)H8 (2)H8 TYP TYP TYP TYP T05 1272 1561 (2)H8 (2)MTS12 TYP TYP TYP TYP T10 1370 1111 (2)H8 (2)H8 TYP TYP TYP TYP T17 930 628 (2)H8 H8 TYP TYP TYP TYP T20 1415 1415 (2)H8 (2)H8 TYP TYP TYP TYP T21 2710 2574 (2)HTS30 (2)HTS30 N/A N/A (2)CS16 (2)CS16 ALL OTHERS 1 <745 1 <745 <745 H8 I H8 H8 T—r—T-----[—1 TYP I TYP I TYP Typical: Threaded Rods as noted on Layout All connectors noted are Simpson - See Metal Connector Fastening Schedule on Sheet S-1 *SYP studs required at this bearing point -- **Rod required within 6" on each side of truss FL YQ i PSON,PE AUG 0 2 2006 11481 St. Augustine Rd., Unit 202, Jax., FL 32258 Hulsberg Engineering, Inc. FL P�E,N0,50191 (904) 886-2401 FAX (904) 260-4367 I 11177d C3 OFIFIO 00000 0000 C3 Dool ❑000❑ E El EE ❑❑aa❑ ❑ao❑a 0000❑ ' r CITY OF ATLANTIC BEACH PLAN REVIEW SHEET R 9-4 Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 4 7 - Property Address 644, Z &etiZ— Applicant: b 0 4e g 41 57ZA-d 26 a-� Project: A A-?In Th's permit application has been: Approved as noted by the Department. '�• Final application approval must come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from .being issued. Reviewed By: Date: Date Contractor Notified: ;S Y BUILDING PERMIT APPLICATION J s CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax:(904)247-5845 Job Address: l �'� �- S Permit Number: Legal Description�i �� $ �G-P+a C'`' �9 -?AC-,G 1;2— if Valuation of Work(Replacement Cost) $ �„�,0049 ■ Class of Work(Circle one): I ew Addition Alteration Repair ■ Use of existing/proposed structure s (Circle one): Commercial esidentia ■ If an existing structure, is a fire sprinkler system installed?(Circle one es o /A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes No Describe in detail the type of work to be performed: _�t OC ->TtJ6- S(IJC,( (gym �`-' CC�t�SMC JC►1 CLD Property Owner Information Name: CHRIS AtT-TN Address: / J carA rcc� City T)p t )c jjlz�t,A State LZip2�3 3 Phone `04 j,,r-- )-? Contractor Information: Name of Company: 1--`3 qualifying Agent: -1 ahs C "�-- Address: 1 53s e 20"1 City , /�.�L;�: State_rte Zip 3Zo Office Phone 4(.�1 , !&L$© Job Site/Contact Number I .S9 . State Certification/Registration# C (L-r C i S n'-1 3 "g Office Fax# Architect Name &Phone# 5 t r,-, GL-j- I b rY--� 6i 04 a-` Ct • Oo'l � Engineer's Naive &Phone# 4u LS SGe G C-►.�t+. .C-a i k_ �L �`{ Application is hereby made to obtain a ermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards o{all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period o six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby c cert that have read and examined this application and know the same to be true and correct. All provisions of a s d ordinances governing this type ofwor will e complied with whether specified herein or not. The granting of a ermit does not presutme to give authori t vi late or cancel the provisions o arty other federal,state, or local law regulating con ction or the Performa c o construction. Signature of Property Owner: "a Signature of Contractor: Swor to and subscr' d before me SworPP�aTTnd sub d b re me thisDa f , � this���ay of �^ Not Public: Notary Public: // 6" Helen DONNA G. MBY Commission DD390508 Expirat March 4 2009 MY COMMISSION#D 314806r ?U EXPIRES:August 29,2008 °INi4 48,Ip ��leaeas Pondsd 7hru Notary Public underwriters DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Res Circle one): /g/ NOTICE OF COMMENCEMENT State of Flo r b, Tax Folio No. County of p i✓VA L 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 NOTI�E OF CO NCEMENT. Legal Description of property being improved:__Z,3 1rJ /J)J t. to C C r, j oy e yrs T o q.4 J?4fi k* /s Address of property being improved: ca Yr{yt_ S I cCrT General description of improvements: 5)h5 CP l CJ 71uT) h, Owner: R R I 1 � Address: CJ rR�- Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: Address: Telephone No.: 46 k a Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any 1person making a loan the construction of the improvements Name: HRIS r-P1I( t j i R _ Address: 7.5 C J r t t_ 5 J rt t 1 Phone No: 1-7 k 4 Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: C n h r C- w 614 C 1T Address: S Co r P L S f r c.T Telephone No: C 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: Telephone 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 OWNER /- -7 Signed: / Zc� Date: ,) ! Before me this day of in the Cou ty of D val,State Doc#2007048664,OR BK 13807 Page 1031, Of Florida,has personally appeared L Cl Number Pages:1 Notary Public at Large,State of Florida,County of bu Filed&Recorded 02/09/2007 at 11:47 AM, My commission expires: JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Personally Known: ;»? or RECORDING$10.00 Produced Identification: s�a�q�eryP9uN2g�3 4806- �//cUnyP�8 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date IC5 c7 Permit Number Address,5 ,vT s Contact Name Phone Heated Square Footage @ $ per sq ft = $ Garage/ Shed @ $ per sq ft= $ Carport/ Porch @ $ per sq ft = $ 'Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 101 Q C $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/z Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMMPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H IN PACT FEE $ SEWER IMPACT FEES SEWER TAP FEES ST CONSTRUCTION SURCHARGE STATE RADON SURCHARGE $ WATER CONNECT/METER ONLY $� A WATER CONNECT/TAP & METER $ Af WATER CROSS CONNECTION $ --� WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ CITY OF ATLANTIC BEACH sit ... .. .f PLAN REVIEW SHEET R Building Department Public Works&Public Utilities Departments 804 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 {904)247-5800 (904)247-5834 Public Safety (904)247--5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS FEB 1 3 2007 Permit Application# 197 - 00/ Property Address - �1� --- Applicant: .a d// :22 M„Q-L "dY�'S rs7'1 Project: This permit application has been: Approved as noted by the Department. Final application approval must come m the Building Department. 0 Reviewed and the following items need attention: -d- CX 525WI C!L,- W Etc i r 1'/4i r, , e /mXDr7 ✓ 4 - oma 14 xosee /71 We 6e, />'l�er� Will, ,er, AaOe Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: qyq~ Y( f-534,(, r WATER IMPACT FEE WORKSHEET ADDRESS: �t5 D7 — OU 2 (TJ D RAl NAG E FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FX7JRES UNF S i Automabc dothes washers, commercial 3 Aulomabc clothes washers, residential 2 r Bathroom group consisting of water cioset, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments 2 Bidet 2 � I Combination sink and tray 2 Dental lavato 1 Disnwashinq machine, domestic 2 Dnnk'ng fountairvlcemaker h Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with flood waste grinder and/or dishwasher 2 L Laundry tray 1 or 2 com artT�enls 2 I Uavato 1 I I � I Shower com artrrent, domestic 2 b i Sink ' 2 Unnal 4 Unnal, 1 qallon per flush or less 1 2 Wash sink circular or multi le each set of faucets 2 Water dosel, flushometer tank, 2ublic or prtvate 4 Water closet prtvate installation 4 ` Water closet pub5c installation g TOTAL NUMBER OF UMTS MULTIPUED 20 TOTAL $ 7� ORDINANCE NO, 65tfli-34 AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, FLORIDA, AMENDING CHAPTER 19 OF THE ATLANTIC BEACH CODE OF ORDINANCES, STREETS, SIDEWALKS AND OTHER PUBLIC PLACES, ADDING A NEW SECTION ESTABLISHING REQUIREMENTS FOR CONSTRUCTING DRIVEWAYS WITHIN THE CITY'S RIGHTS-OF- WAY,AND PROVIDING AN EFFECTIVE DATE. BE IT ENACTED BY THE CITY COMMISSION ON BEHALF OF THE PEOPLE OF THE CITY OF ATLANTIC BEACH,FLORIDA: SECTION 1. The Code of Ordinances of the City of Atlantic Beach, Florida, is hereby amended by adding a new section to be numbered Sec. 19-7, which section shall read as follows: "Sec. 19-7. Construction of driveways in rights-of-way. The construction of a hew driveway in the City's right-of-way, or the modification of an existing" driveway in a right-of-way, shall require a CONSTRUCTION PERMIT WITHIN CITY RIGHTS-OF-WAY AND EASEMENTS. Said PERMIT shall be issued subject to the following requirements: (a) The proposed driveway shall not create more than 50% impervious area within the right-of-way, (b) Any permit issued shall be a"revocable encroachment permit" if any non-standard driveway materials (i.e., pavers) are installed in the right-of-way. If the City is required to do any utility or other work, or repairs in a right-of-way which damages such non-standard materials, the homeowner shall be responsible for repairs necessary to the materials. (C) Any construction within the City's rights-of-way shall not adversely affect or restrict public parking in the rights-of-way. (d) No parking aprons shall be allowed in the City's rights-of-way along arterial (through) streets listed in City Code Section 21-17 (h). (repeating list below optional): 21-17(h) Parking shall be prohibited on the following streets and roadways at all times: (1) East Coast Drive (2) Ocean Boulevard (3) Sherry D.-Ne (South) (4) Seminole Road (5) Plaza Drive(except far the 300 Block) (b) Royal Palms Drive (7) Sailfish Drive (8) Levy Road (9) Dutton Island Road (10) Donner Road (e) Any improvements in the City's rights-of-way that are not part of a driveway or sidewalk shall be constructed of turf block or other pervious material. (f) Maximum driveway width at the property line and though the right- of-way shall be 20 feet_Maximum driveway width for circular drives shall be 12 eet, and circular drives shall only be permitted on lots having at least 100 foot frontage. (g) Maximum driveway width at the property line and through the right- of-way for duplexes on a 50 foot lot shall be a combined width for both driveways of 24 feet. (h) Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." WCTtntiT 2. This Ordinance shall take effect immediately upon .its final passage and adoption. PASSED by the City Commission on first reading this day of J 2005. YA$SED by the City Commission on secondand final reading this day of �, 2ao5. J0ERVE May r, 'residi Officer ATTEST: Approved as to form and correctness: //v DONNA BUSSEY ANC 'SEH ESQUIRE City Clerk ` City Att ey (4) Apartment Dwelling Unit: i. Efficiency with bedroom area combined with other living areas, four hundred eighty (480) square feet of enclosed living area. ii. One (1) bedroom with individual bedroom area permanently partitioned from other living areas, five hundred seventy-five (575) square feet of enclosed living area. iii. Two (2) bedrooms with each individual bedroom area permanently partitioned from the living areas, seven hundred(700) square feet of enclosed living area. iv. Three (3) bedrooms with each individual bedroom area permanently partitioned from other living areas, eight hundred forty(840)square feet of enclosed living area. V. Four (4) bedrooms with each individual bedroom area permanently partitioned from other living areas, nine hundred ninety (990) square feet of enclosed living area. vi. Over four (4) bedrooms, add one hundred fifty (150) square feet of enclosed living per additional room. (k) Flood protection. All Lots and Building sites shall be developed such that Habitable Space is constructed at a minimum Finished Floor Elevation of eight and one-half(8.5) feet above Mean Sea Level. Flood protection provisions shall be approved by the designated Administrative Official to ensure that grade changes will not alter the natural drainage or adversely affect other areas downstream through added runoff or adverse impacts to water quality. (1) Short-term rentals prohibited. Private homes, including but not limited to single-family homes, town-homes, duplexes, multi-family dwellings including condominiums and the like, shall not be rented or leased for a term or period of less than ninety(90) days. No person(s) shall offer or advertise a private home for rent or lease for a term or period of less than ninety(90) days. (Ordinance 90-06-193, 05-22-06) Sec. 24-83. Required Yards and Permitted Projections into Required Yards. (a) Required Yards. Unless otherwise specified in this Chapter, every part of a Required Yard shall be open and unobstructed from the Finished Grade to the sky, except for Structures that do not exceed thirty(30) inches in height. (b) Structural Projections. Architectural features such as Eaves and Cornices, and open balconies and porches may project a distance not to exceed forty-eight (48) inches into Required Front and Rear Yards. Such balconies and porches may be covered, but shall not be enclosed in any manner, except that balconies and porches within Rear Yards may be enclosed with screening only. Eaves and Cornices only may project into Required Side Yards, but not beyond twenty-four(24) inches, or forty (40)percent of the established Required Side Yard Setback,whichever distance is less. (c) Mechanical equipment. Equipment such as heating and air conditioning units, pumps, compressors, or similar equipment that makes excessive noise, shall not be located closer than five (5) feet from any Lot Line. Initial Effective Date: January 01,2002 Last amended January 08,2007, Ordinance Number 90-01-172 by Ordinance 90-07-198 39 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Feb 15 2007 8:45AM Last Transaction Date Time Type Identification Duration Panes Result Feb 15 8:44AM Fax Sent 819048246696 1:16 4 OK rt a,y; BUILDING PERMIT APPLICATION r s' CITY OF ATLANTIC BEACH r�, 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax:(904)247-5845 Job Address: �� L`���- � ��� Permit Number: Legal Description s ?0 �� - ©CC--P►-D GVOV-- kJO - C�NL- 1��' t3� �/ � Valuation of Work(Replacement Cost) $ ■ Class of Work(Circle one): ew Addition Alteration Repair ■ Use of existing/proposed structures (Circle one): Commercial esidentia ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes No Describe in detail the type of work to be performed: �� Property Owner Information ll p Name: CHRis 1T-0 Address: 7E cjrp( S jrce� City /HT1Hg ,c e t-K State Zip2�Phone 12!1 ),!1C-- Q Contractor Information: Name of Company:SbN-3 k*-)oE;V � ,-Qualifying Agent: �- Address: i 53S '-' •Q '10-1 City9k, State (--L- Zip 32C-) Office Phone 4(ol , SL?)o Job Site/Contact Number 1 E;Ct State Certification/Registration# L G-C I S 61 3 ' Office Fax# Architect Naive &Phone# -'t Ir,-. C,i k - I a m ci 0,A - a-,Act - Engineer's Name &Phone# 4 u LSZG—e G C-►.moi+x�C--( ,)C,-, -11'aG 8$(d - a q©1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no�or /c or installati0"has commenced prior to the issuance of a permit and that all work will be performed to meet the standards o fn11 laws regulating constrtcctiothiscrisiction. This permit beomesnuland void if work cs not commenced within six(6)months, or if construction or worrzz is suspended or abandoned for ioo6)nzontlzs at any time after work isenced. I understand thatparateperitmustbe secured for Elecirdcal Worlr,Plumbing,Signs,Wells, ols,Furnaces,Boilers,Heaters,Tanks andAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I I herebyy cern�y that have read and examined this application and know the same to be true and correct. All provisions of a s ordinances governing this pe oftvorlcvvill 6e complied with whether specified herein or not. The granting opfa ernzit does not presume to give authori t vi lbte or cancel the provisions ojany other federal,state, or local law regulating con ction or the perfornza c o construction. Signature of Property Owner: I1 Signature of Contractor: Swor to and subscribed before me Sworea�nd subscr d b re me flus 1) f �c���c, oc) this t ay of i T— U )2�G Not Public: Notary Public: R e on D. Mc M rry Commission#DD390506 DONNA G. MBY IA. Expires March 4 2009 ._; MY COMMISSION 4 D 314806 J 0 1�1 10ROW y FOR:ImFoRes:IRE.11ft"I is EXPIRES:August 29,2008 Bonded rhru Notary Public Underwriters DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY keview Result(Circle ones CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Ir INSPECTION EMAIL REQUEST: Building-dept2coab.us Application Number . . . . . 07-00000118 Date 3/20/07 Property Address . . . . . . 75 CORAL ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 ---------------------------------------------------------------------------- Application desc new single family home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRIFFITH JOHN DOERER CONSTRUCTION, INC. 75 CORAL STREET 200 BOX HALL CT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 910 . 00 Plan Check Fee 455 . 00 Issue Date . . . . Valuation . . . . 250000 Expiration Date . . 9/16/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 890 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 910 . 00 910 . 00 . 00 . 00 Plan Check Total 455 . 00 455 . 00 . 00 . 00 Other Fee Total 890 . 00 890 . 00 . 00 . 00 Grand Total 2255 . 00 2255 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. N. CITY OF ATLANTIC BEACH g1 j 800 SEMINOLE ROAD 3 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �J j3 >%' INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00000338 Date 3/23/07 Property Address . . . . . . 75 CORAL ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 41 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ GRIFFITH SUNSHINE STATE PLUMBING 75 CORAL STREET 2144 BERTHA ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (9 04) 262-1066 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 322 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 322 . 00 322 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 322 . 00 322 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I - PLUMBING PERMIT APPLICATION BLM PgQmt�r#01- 0000ol 19 Date: 312--2-1,D7 Property Address: V oaPIL 5/aEET A7LAn/Ty Leh•, AL 2 Z33 904' Owner: C 91z l s G2,FF ATF+ Telephone#: I P33- 104.5 Contractor: S LkS #ia:45- 6 IA•TE 7Lu.m/3rn/C,_ Telephone#:egOV) Z42- to(� JA-1 PL. Contractor Address: 710 A�Al s 5I9C2!7-7' 32202 Fax#•(9610 Z�2 -03 5-8 Contractor Signature: 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 practicc 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 otter construction is being done on this building or site, New list the building permit number- L.1 umberu Re-Pipe 'number of Fixtures: 3 Bath Tubs -3 Showers Closets Shower Pans Dishwashers 3 Sinks T_� ^ Disposals Urinals Floor Drains Washing Machine Lavatory Water l Sewer v9- Water Heaters Sprinkler System -1-- Other Fees - Permit Issuing Fee: $35.00 [Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5848. http:Uwww.cl.atlantic-beach.H.us Revised 1/04 l d 9t,99-Lt,Z-V06 swelsAS uollewiojul uL£:LO 90 £Z ABA f CITY OF ATLANTIC BEACH j 800 SEMMOLEiI;OAD ATLANTIC�EAM'Fi 32233 INSPECTIQN PHONE LINE 24-7=5M ' v_ a INSPECTION EMAIL REQUEST: Buildin -deQt(a�mab.us Application Number . . . . . 07-00000118 Date 3/20/07 Property Address . . . 75 CORAL ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 ---------------------------------------------------------------------------- Application desc new single family home ---------------------------------------------------------------------------- Owner Contractor GRIFFITH JOHN DOERER CONSTRUCTION, INC. 75 CORAL STREET 200 BOX HALL CT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32259 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 910.00 Plan Check Fee 455.00 Issue Date . . . . Valuation . . . . 250000 Expiration Date 9/16/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 890.00 ---------------------------------------------------------------------------- Fee summary . Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit' Fee Total 910.00 910.00 .00 .00 Plan Check Total 455.00 455.00 .00 .00 Other Fee Total 890.00 890 .00 .00 .00 Grand Total 2255.00 2255.00 .00 .00 �Q 3 - -7 CK 091 PERMIT IS APPROVED ONLY IN ACCORDANCE WWII ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. yr r L-vF%l P% '-� DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET T0783 TALLAHASSEE FL 32399- SOUTHEAST MECHANICAL SYSTEMS INC SUNSHINE STATE PLUMBING 2045 ATLANTIC BLVD JACKSONVILLE FL 32207 81 OF FLORIDA_ =ACS 3 LI­31-18 V1991i'T]kENT OF BUSINESS AND �ROFEBS"fONAI R1GU�,AT°ION• , QB25077 10/28/05 050294908 i�IW 1 •? rl�•.^I �i� " I+ ` E, BUSINESS ORGAN-1ZATION 11 i'.S.ICdtA`, THEAST MECHANICAL -SYSTEMS INC 11, IUNSHINE STATE PLUMBING _ S OT AILt-CENSE TO PERFORM WORK. ALLOWS COMPANY TO DO BUSINESS IF BIAS=>A -LICENSED QUALIFIER.) { `i FS. QUA+ FIED un3er the prov-sof''Ch.989 F9. ions xQl=atio#, t.. 2007_, I±05102801604 ' DETACH HERE (� x(•"11 (x'11 RFLQRIDAi;�= DE PARTIAE1 ' JOS' B # �� Pmfto Su)NA� RiGU C �1I SFw 02 :16f4 "' Ry "EN�NC �bARD i . = O�YS` " LTCENSE MBR ,, II n� - x;. �..+4'�,�nl 0 2"s. ZloaS Q ;o2 as B , `o7 V 1 Tie gUSINIE QRG� `iIZTIOT Named � 7 OWE li'IEII,,Q ,LIE' Under the Pro�rs lions til Ch � oP e I Expiration date: AUG 31, 2007' �� r x ow ( 'S--IS NOT° S ' I .1'; COMPANY `TO D:O BUNE nrr L� M s t " . SOUMEAST MECHANJTCAL'"`y T' S .SNC r _ - SUNSFIII�TE 2045 ATLANTIC BLVD JACKSONVILLE FL, 32207_ are 7� y Y - . LL fNX 4� ..X �dl � Xaf W is 1� �1 b '' I .•I : I t 114 11 '` /�_' .•,' �. I+ YX X � Y 7 _ �-t IpI 1d 41 XIS I- Idnli f�l. li .1� _ S II :. 1 I 11 1 1 —`,• X Xn 1 .n 'I JEB BUSH" Y MARSTILLER GOVTORI ,i r , ' $'ECRETARY ISPLA�AS REQUIRED LAW STATE OF FLORIDA ` DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FORD, RANDY STEPHEN SUNSHINE STATE PLUMBING 2144 BERTHA STREET JACKSONVILLE FL 32207 xnF 9 4W04 0,6 o,6iQ 0 8 6110 '4 �: �I� y r�•�,�ykNAG,,_ 'TRt � =t�'•�r��4� �K�'pTov.Loioae of Ch 489 FS.-. DETACH HERE Ac# 2697282 �. DEPARTMGbSTR � 4 Gx;T A ZON � - - SEW LO�0.8'Q:400:9,0.9 • lint ' �,I`GENSyE' R , O0804�O;6 0!0' IY I f 0 6 :10 F'C�4�-6 5 6 9 The PLUMBIfJ� ft'RA t Named below IS NTIP-IF0 Under the provisions of Chapter 49*9 F$. Expiration date: AUG 31.., 2008 FORD, RANDY STEPHEN ; SUNSHINE STATE PLUMBING 2045 ATLANTIC BLVD JACKSONVILLE FL 322=07 i ii k a i t YI ' :u �'uJb Y�rl yi C V' .IF + CS'r .Y,y �.:i"•'.I Y` :-.. .: - JEB BUSHI�iARS'L"2r ]':F.�12 , CITY OF ATLANTIC BEACH T PLAN REVIEW SHEET R Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 . K (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS = I ATF D Permit Application# 1) 7 - 00// 9 FEB 1 3 2007 Property Address eAZiz ` i Y: _ Applicant: ..a 6 777 � .P �( 11 '5 .4d 0 Project: A This permit application has been: Approved as noted by the T w Department. 3/� 07 Final application approval must come from the Building Department. Reviewed and the following items need attention: Provide impervious surface area calculations. Existing on-site storage of excess runoff will be required: estimate 790 cubic feet required. Provide drainage plans with storage area shown. Provide details of erosion control and maintenance schedule. Silt fence to go on all four sides with 20 ' opening. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department,requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from beim issued. eviewed By: Date: 671 ate Contractor Notified: QV g—q v/- 5j31�,f PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF JACKSONVILLE,FLORIDA Project Name: S -r^t- .4\, �c 4`Cke"^�- Permit# Project Address: , '� CC P� ST PCt L.-I'A�,5In C,- As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approyal may be obtained at: www.floridabuilding.org. Category/Subeategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging �.nasr,U� - F� Gc�s . c x Ne► k►scw rrt 2.b 2. Sliding 3. Sectional s-n,e. �i�,�+2-(6."1 JC3 4 ty\?H E=LI I f,-7 �z co 4. Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 1�54. Double hung 'ti �~Ca `- sa-ru�s Ic 0 tir 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits �� °-� �� its fe FL G 61 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles fir-{cap.. 'FQ_e�Q VA X�r,,b"L� 30 AR SSS " FL ZSO.(� 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other °"`' ts_ ,� 3o FE�� fL Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor S ,e— Sre_UcnA AGGS 2. Truss plates M t�� c���� FL_Zc1-1 3. Engineered lumber 's J�'�T � �-� fit_ t(0 3a 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS I. ter+ S \�ce�1i. o.�c;�e a•. n FL $� 2 ►ci In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: e0V__0 tL s-bCE (Contractor or Design Professional) (Print Name) (Signature) Company Name:�.�cj Mailing Address: City:5� State:FL, Zip Code: 3Zx$ (P r Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (�°�) 1 SQ ' �� E-mail Address: k ` e , q SS, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptkgoab.us Application Number . . . . . 07-00000339 Date 3/23/07 Property Address . . . . . . 75 CORAL ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TEMP POLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRIFFITH OCEAN ELECTRICAL CO . , INC. 75 CORAL STREET PO BOX 50737 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 249-3112 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: X �O 7 Property Address: 7S, (fle'?'g Z- S� Owner: 4r1yW1-S Telephone#: 1ele— �IS" Contractor: mC.e--W</ I;i e Telephone#•c?JKQ- Contractor Address: 137 '5- I &/W IZ/1�7 Fax#: V,2/ 5�7 7op-' Contractor Signature: z2p In consideration of permit given for d mg 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. Ouilding: Building Type: ❑ Trailer Service: If other construction is J� NewResidence Temp. 0 New being done on this building v v Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER El ALLTNM-TUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. 7— Ea. Sign Miscellaneous dV�D�",� 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. httn://www.ci.atiantic-beach.fl.us Revised 1/04 W14A.4nBeach Permit To: JEA Electric Order Fulfillment, (Fax.No.: 665-7372) Attention:. Carol Schvmizer/Lorie Craven;21 West Church St T-4 (665-6521) Subject: Citgo ofA.tlantic Beach Perrot# Date: J . 2. 3 - o 7 Service Address: 74- e-mo ST Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New. Service [___J M dome Subfeed rj Increase Service Li Heat& AC Li Repair Service Li Other [ j Rewire [ ] Other Description: Temp Pole Service Type: "Overhead (Repair/Replace) ,Underground(New Services) Building Use: LV ResidentialChurch ]Environmental LJM-Home "Commercial [_JOther Other Use Description: Service Size: New Service:' Amps:_ Volts: Phase: Existing Service:Aps: Volts: Phase.- E-mail. hase:E-mail:cravii Mica.com or seLwcin c ieaxorn or resoincbiaa.com CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ���1313'r INSPECTION EMAIL REQUEST: Building-dept2coahus Application Number . . . . . 07-00000340 Date 3/23/07 Property Address . . . . . . 75 CORAL ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 2 @ 150 AMPS 230 VOLT NEW SERVICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRIFFITH OCEAN ELECTRICAL CO. , INC. 75 CORAL STREET PO BOX 50737 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 249-3112 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 155 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 155 . 00 155 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 155 . 00 155 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ci of'AdhnBeach Petin To: IEA.Electric Order Fulfillment, (Fax No.: 665-7372) Attention:. Carol Schweiaer/L.orie Craven,21 West Churg,St T-4 (665-6521) Subject: City of Atlantic Beach Permit# Date: 3, 23. 0 ? Service Address: `741C rizo Z _=ff-J' Owner: Owner Phone: Electrician: Electrician Phone: Type of Work: New. Service M M Home Subfeed Increase Service Li Heat & AC L Repair Service Other f_J Rewire [] Other Description: Temp Pole [� Service Type: L,Overhead (Repair/Replace) LVfUnderground(New Services) Building Use Lesidential Church LjEnvironmental LJM-Horne "Commercial "Other Other Use Description.: Seance Sime: New Services Amps: o�. - Volts: Phase: Existing Service.-Amps: Volts:_ Phase.- E-mail, hase:E-mail: crayiiadea.com or sohwct r@,1eaxom or resom@Djea.casa� e{,, CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 0?02 Property Address: 7 5— C) :� l Owner: CA i�/ 5 r.4-. r_f i, Telephone#: 7 a -5- Contractor: Contractor: 0 C-e s ti £ (e,-f 2, Cs) w Telephone#: 5 3 r Z Contractor Address: 3 '22 L ! 13 # ;AK Fax#: 7 7 7 Contractor Signature: zf�� 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. Building: Building Type: ❑ Trailer Service: if other construction is New Residence ❑ Temp. New being done on this building ❑ Old Ll Commercial LlSi s ❑ Increase X1 ;41 or site,list the building � Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair 07-000d0 Conductor Size: AMPS: SOIC-) COPPER ALUMINUM Switch or q RACE Breaker AMPS eac�`� PH r W `j VOLTP-36 WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED t" OPEN Receptacles CONCEALED L?11 OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LTNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.-Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 1/04 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 23 2007 9:24AM Last Transaction Date Time Type Identification Duration Pa es Result Mar 23 9:22AM Fax Sent 96657372 2:23 6 OK BP501UO2 CITY OF ATLANTIC BEACH 6/20/08 Inspection Results Entry 11:20:22 Application number, type 07 00000340 ELECTRIC ONLY Structure, permit . . . . . 000 000 ELEC 00 Inspection type, sequence : 24 0001 ELECTRICAL EARLY POWER Property address . . . . . 75 CORAL ST Request date, time, by . . 2/19/08 17 : 00 KB Type information, press Enter. Inspector ID (F4) . . . . . . . Mi Results date . . . . . . . . . . --2= Results status (F4) . . . . . . AP Final insp - flag (F4) . . . . . N Edit comments . . . . . . Y Y=Yes Display inspection penalties . . — Y=Yes Point value . . . . . . . . . . — 1 F3=Exit F4=Prompt F7=Request comments F9=Standard comments F12=Cancel Brugman Kerri From: Carper, Rick Sent: Tuesday, July 15, 2008 5:15 PM To: Brugman Kerri Cc: Deming, James Subject: RE: Request for Final CO Kerri, this property is good for CO. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(Qcoab.us PH: (904)247-5834 Fax: (904)247-5843 From: Brugman Kerri Sent:Tuesday,July 15, 2008 1:07 PM To: Kaluzniak, Donna; Carper, Rick; Deming,James; Walker, Chris; Nodine, Phil Cc: Matthews, Carlene; Lanier, Joyce; Graham Shirley Subject: Request for Final CO A request for a final CO for 75 Coral Street has been requested by Darold. Darold can be reached at 759.3838. Thank you. Cori& c53ruyrnmr City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,F132233 (T)904.247.5800 (F)904.247.5845 kbrugman(a-coab.us 1 JUN-24-2008 02:05P FROM:FLORIDA PEST CO 9043969233 TO:92475845 P.1'1 CORPORATE HEADQUARTERS: P.O.Box 5389 118 N.W.18TH AVENUE (352)376-Ml FLORIDAGAINESVILLE.FL 32602-5389 FAX(352)378.2741 FOUNDED 1948 OEST Q SCIENTIFIC PEST CONTROL DIRECTED BY GRADUATE ENTOMOLOGISTS CONTROL C",r0110 Post Control Ssrviee III ammum CO. Member Fronde ii NoWnet nest Control Associations Sines Iso! Reply to: 2820 Spring Glen Rd P-9083 Jacksonville, FL 32207 Phone(904)396-5805 Fax(904)396-9233 Ogg MAww MTIFICATION Owner. Permit Number: Chris Griffith Lot: Block: Subdivision: Addres:s 97 oral St Z &W-i 6— City: unty: S� Atlantic Beach Duval General Contractor. Aren Treated: Exterior of Foundation Date: Time: 06/23/08 Name of applicator Applicator ID Number: Hugh Littlefield P-076 Product Used: Active Ingrrdiont: %Concentration Number of gallons used: Terrnidor: Fi ronit: 0.12% 80 Method of termite prevendon treatment: Soil Treatment The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. This form is proof of complete treatment for Certificate of Occupancy or Closing. THIS IS PROOF OF WARRANTY Warranty and Treatment Certifications Have Been issued. Authorized Ulinsturr. Date: BRANCHES: •Crystal River.Daytona Beach•Ft.Walton Beach•Jacksonville South•Jacksonville West•Lake City•Milton•Ocala• Orlando•Palatka 9 Panama City•Pensacola 9 Starke 9 St.Augustine•Tallahassee 9 Winter Haven•Leesburg 9 Kissimmee• Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: �/ Q Permit #: Property Address: Legal Description: 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: 9 Single-Family Residence Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works _ o `2 , 1-3- Public SPublic Utilities Building Planning Final Survey with FFE �es No All Re-Inspect Fees Paid Yes ✓No Termite Treatment Yes No BUILDING PERMIT APPLICATION s r. i h s CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 * Fax: (904)247-5845 Job Address: S C.6 � S� Permit Number: Legal Description ► 'Ze, 31�,c+L ©CrC-per' Pte' �-i-' i C 1,C, IANC- 1L Valuation of Work(Replacement Cost) $ r 0-0 ■ Class of Work(Circle one): ew Addition Alteration Repair ■ Use of existing/proposed structure s (Circle one): Commercial esidentia ■ If an existing structure, is a fire sprinkler system installed? (Circle one): es o /A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes tN oD Describe in detail the type of work to be performed: l- )� LSI -s(Q G it-`-' Cot--,)ST7CuC,n"c Property Owner Information -7 ,r _ Name: COS CRIT-0 Address: / J Co rp t City . V,4 Airnt.k State kZip2l Phone 1 2!j ),,I Contractor Information: Name of Company:'Sb`ii k-�,OE;Q� qualifying Agent: Address: 153 .Q 201 City4Sl. Av;�; State C=am Zip 320 Office Phone 4(ol , 5to$o Job Site/Contact Number "l 59 . 3�5 3 8 State Certification/Registration# I( C-r L 15 6-1 3 5 Office Fax# 0 l - S3( (o . Architect Naive &Phone# -51 t,-, CA t� I b m C1 O`k - )-,Act - 001 �)- Engineer's Naive &Phone# 4 u] L-S$�e.CG C-ti ,i+- C-a t,.» -D�jG 6i 04 SS(", - a 4©1 Application is hereby made to obtain a pertnit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of aPermit and that all work will be performed to meet the standards o fall laws regulating construction in this jurisdiction. This permit becomes null and void if tivork is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period o six(6)ntontlis at any tinse after work is commenced. 1 understand that separate permits tnust be secured for Electrical Work,Plumbing,Sig►ts,Wells,Pools,Furnaces,Boilers,Heaters,Tanks atttlAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby cert that 1 have read and examined this application and know the sante to be trite and correct. All provisions of a s t d ordinances governing this type -k will e complied with whether specified heretn or not. The granting of a ertnit does not presume to give authori t vi lkte or cancel the provisions oj any other federal,state, or local law regulating con ction or the perfornta e o construction. } E Signature of Property Owner: Signature of Contractor: Swor to and subscribed before me Swor t and subscr' d b re me flus Da f v Zo�"l this&Day of Not Public: Notary Public: L e en . McM rry DONNA G. MBY Commission#DD390506 '. EX irec March 4 2009 MY COMMISSION#D 314806 EXPIRES: USt29,2008 VFelit:jRtRjRE@,IRE. !@ate;s - :`` Bonded 7hru Notary Public Underwriters DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY 2eviewResult(Circle ones r f(. City Ci of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: July 18, 2008 Contractor: John Doerr Construction Inc. Address: 75 Coral St., Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 07-00118 MICHAEL GRIFFIN BUILDING OFFICIAL City of Atlantic Beach ssl J Building Department �r Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: July 18, 2008 Contractor: John Doerr Construction Inc. Address: 75 Coral St., Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 07-00118 MICHAEL GRIFFIN BUILDING OFFICIAL Brugman Kerri From: Clemons, Malcolm Sent: Tuesday, July 15, 2008 3:15 PM To: Kaluzniak, Donna Cc: Brugman Kerri; Graham Shirley Subject: RE: Request for Final CO No irrigation,OK. Malcolm From: Kaluzniak, Donna Sent:Tuesday, July 15, 2008 1:45 PM To: Clemons, Malcolm Subject: FW: Request for Final CO From: Brugman Kerri Sent:Tuesday, July 15, 2008 1:09 PM To: Kaluzniak, Donna; Carper, Rick; Deming, James; Walker, Chris; Nodine, Phil Cc: Matthews, Carlene; Lanier,Joyce; Graham Shirley Subject: FW: Request for Final CO The permit number for the job is 07-118. Thanks! From: Brugman Kerri Sent:Tuesday,July 15, 2008 1:07 PM To: Kaluzniak, Donna; Carper, Rick; Deming,James; Walker, Chris; Nodine, Phil Cc: Matthews, Carlene; Lanier,Joyce; Graham Shirley Subject: Request for Final CO A request for a final CO for 75 Coral Street has been requested by Darold. Darold can be reached at 759.3838. Thank you. GZa?i&9. (58n yf " City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,F132233 (T)904.247.5800 (F)904.247.5845 kbrugman(a�coab.us i Brugman Kerri From: Walker, Chris Sent: Tuesday, July 15, 2008 2:14 PM To: Brugman Kerri Cc: Graham Shirley Subject: 75 Coral Street Everything is good here. 1 I 3-4-0 1-8-0 10-0-0 9-11-0 6-10-0 14-4-0 17-11-0 7-8-0 13-2-0� 1-6-0 FKW 1-6-0 a a F601 FOI 11 BM7 F11 11 o � F14 6 0 0 It FKW FKW FKW FKW FKW FKW 13-6 0 10-0-0 1-8-0 10-4-0 26 0-0 11 10 0 1-8-0 3 2 0 1-6-0 3 o o W GJ03 EJOZ BM2 w EJ01(b) EJOI b � o F 2 o _ 11m „ini � I r _` Gdo? UEARING HEIGHT SCHEDULE "5ce EO,R, Details for IP-112" compression edge bracing" WARNI 20' 7-318" —� Exterior high heel tru55 e been 30' 10" held back 112'' for extericr of if t5 o � a � o IcL, 810 0 5-2-127-q-4 CO*a- o 3 0 0 N N T13 3 0 1-0-0 o TY ,-L y f18 f lq K. NOTE 1)REFER i0 HIB 91(RECOMMENDATIONS FOR q HANDLING INSTALLATION AND TEMPORARY BRACINGREFER TO , o� EJ02�4) f ii 5 o BRAG NG REQUIRED, RED DRAWINGS FOR PERMANENT a? 2.)ALL TRUSSES(INCLUDIN6 TRUSSES UNDER VALLEY FRAMING)MUST BE COMPLETELY DECKED OR REFER 70 DETAIL V105 FOR ALTERNATE BRACW6 REQUIREMENTS. 3)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. GJ10 4.)ALL TRUSSES ARE DE516NED FOR 2'o.c MAXIMUM SPACING.UNLE55 OTHERWISE NOTED. o 0 5.)ALL WALLS SHOWN ON PLACEMENT o PLAN ARE CONSIDERED TO BE LOAD BEARING,UNLESS OTHERWISE NOTED. 6.)5Y42 TRUSSES MUST BE INSTALLED 0 0 o WITH THE TOP BEING UP. U W U 1.)ALL ROOF TKU55 HANGERS TO BE SIMPSON HU526 UNLESS OTHERWISE NOTED. ALL FLOOR TRUSS HANGERS TO BE 5IMP50N THA422 UNLE55 OTHERWISE NOTED. BJ B URNISHED BYLBUILDERHDR)TO BE 8-10-0 i6-0-0 0 T02 SHOP DRAWING REVIEW DISMITION NBUIlders fol A ENT .FirstSou ION � � � � (/IrIz. Bunnell tr C¢esw cone Of 111e iN�1 mW� mmbm� (� PHONE:386-437-3349 FAX 386-437-3994 c respur s&q iw&rpt Aev*Wn from the E d aHrings.Gr&ctr# &nd &NfiEW Jacksonville PHONE:904-772-6100 FAX 904-772-1973 APPRM O REne"IN COlIRECTIt811 Lake City P :356-755-6894 FAX:386-755-7973 0 APPROVED AS NOTED E3 RETWIED WITIM ACTION Sanford Q NOT AfPRM O SIE TRANSMITTAL LEM PHONE.407-322-0059 FAX:407-322-5553 COMMENTS UAL E tl�k ELITE BY QATE2 :IV � LEHULSBERG ENGINEERp�ENGINEERING,INC- FL SEMINOLE AND DORAL RESIDENCE 25M DEL YEYI510N 1!481 ST AUGUSTiNE RD.#202 40 3433 NT5 KSONViI-LE,FL 32258 WE: A Y: JOB 7. 07/27/06 JR J1615666 Hulsberg Engineering, Inc. 11481 St.Augustine Rd.,#202 Jacksonville,FL 32258 (904)886-2401 /FAX(904)2604367 FL CA No. 25846 June 13, 2007 City of Atlantic Beach Building Dept. 800 Seminole Road Atlantic Beach, Florida 32233 PROJECT: Griffith residence 75 Coral St. Permit No. 07-00118 To Whom It May Concern: For the subject project,the following comments apply: • For Truss T21,the contractor may install (2) HTS30 straps from the truss to the post, and then an HTT22 with rod extending from the post to the foundation. • Beams 1 &2 may use HTS20 straps in lieu of the HTS30 straps specified. • At the garage rear wall, the contractor may substitute a minimum 1/2" threaded rod assembly for the (3) CS16 straps shown on the second floor layout. The HHDQ11 holdowns on the first floor must still be installed. If you have any questions please contact me. SinceY. Simpson, l FloyP.E. FL PE 50791 COP From: unknown Page: 8/8 Date: 6/4/2007 8:57:21 AM JUI1. 4. 1UU/ 1;L+VIV1 ui J Qnwi\oviAT t 666 1 tNVUL' E Truss Trust e Qty PyYJ1B73B30 6F F01 FLOOR 11 1 Job i�eFet o lioltdl BWders First Source,JecksonvI 1p,Florida 32244 6.200 a J 13 2005 MITok Industries,IAN:• Mon Jun 0511:3244 2006 Fogs H la 11401 FIL E Iigpy F��� •�.2 „euf pop- ��/y1�nNs - C�+A� ��� gyros ea���+v 493 no One- 0x10 v 44 F:F= 3x4= 3Ad= 3x4= 44= RA S 7 6 9 1e 11 20 2 a 29 46 24 29 22 21 20 S! 19 s7 is TS 1d 13 72 41Q F: 2A= 418 It 7%10= 4A 11 20 FP= Na II 3s4 q)s II r 1.74 s1$_----h'— ' ^� t2: .._J,�{...� ,}2-U _ S7'F'll_T, 2D•T'��I Pi,�ae 7-9 2+9-0 1-ip•e 6.7.0 2.7.2 ktso �� 't•� Plate offsets(X,Y): [1;l:dQ®,0-i-9].[3:0.4-8,Kggel,[6:d 1-8,Edge),X7:0-1-B,Edga],[11:0-1-B,Edge],[20:0.3,0,0-0-0],128.0-14 LOADING (psf) SPACING 2-0-0 G$I DEFL in (Ion;) I/d0A L/d PLATES GRIP TOLL 40.0 Plates InGreasto 1100 TC 0.84 Vort(LL) -0,43 20 }500 360 M120 2441190 TCDL 10,0 Lumber Increase 1.00 BC 0.67 Vert(TI.) -0,5619-20 >46'i 240 BCLL 0.0 Rep Stress Inor NO WS 0.59 Horz(TL) 0.06 12 n/a n1a OCDL 5.0 Code F8C20041TPI2002 (Matrix) Weignt 138 Ib LUMBER BRACING 'COP CHORD 4 X 2 SYP Now TOP CHORD Structural wood shsatWns directly A,ppiled or SOT CHORD 4 X 2 SYP Na.10 4.7-14 ae purlins, except end verticals. WEBS 4 X 2 SYP No.3 80T CHORD Rigid ceiling directly applied or 10.0.0 oc f�racing. R15ACTIONS (Iblsize) 27x2170/0-5-0,12=1092/0-8-0 1 FORCES (Ib)-Maximum Gompression/Maximum Tension f r TOP CHORD 27-28--82810,1-26=-919!0,12.29=-107010,11-29106610,1-2=-110810, �L 2.3-289110,3-4-345710,4-5--4M9/0,5-6---4589/0-6-7=-508610,7-8=.6042/0, 8-9-444410,9.10=-318410,10-11=118510 BOT CHORD 26-27 0/103,26-26=012059,24-26--0/2060,23-24=013456,22,23=0/4182, 21.2a=015088,20-z1= J5086,18.20-015013ti,id-18=014829,IT-18=014!32$, 15.17=013943,15-16-=0/3943,14.15=0/2310,13.14;0!2310,12-13=0159 WEBS 11-13=0482,1.26=OJ7299,10-13=1516/0.2-28=127910,1(1.15x0/1121, -- -- — 2-24 01828,9-15-x-102110,3-24=•-91310,8-17=01657,a-17"Z4ffi, 4-23=-67510,8-19-1=300,7-190-4241417,7-20=-3851163,3-23=01290, —�- - 4.2201884,6-21=-1211412,6.22=-935/0 JOINT STRESS INDEX 1=0.80,2`0.74,3=0.38,4=0.74,5M 0.58,800.63,7=0,63,80.83,9=0.74,10^0,89,11=0.80,12=0,$1,13= 0,92,14-0.00,14=0.52,15=0.87,15=0-62.17 x 0.66,IS=L).;2,19 0 0.197.;)n=0.-V,21=0.32.22-0.67,23'"0.24, 24=0-84,25=6.00,25=0.46,26=0.80,27=0,70,28=0.00,28�0.32,20=0,00 and 29 ro 0.47 June 6,2006 Continued on poge 2 I WrrnAt-Va,nh�rsldM1rsrr,1,tf��aeellEAnN07cfON7„AsfNPItKWOEEiifrlltkFl;ENCE/10EM1wru3NEFGNEUSES Tnte deeigR$MEN ORVUM the PeAfmPlers chmvn Flt An 1ddwwl Auldln0 ceaPensnt mat is rmand And kwded W nleArd a•,d Lsl,domadwlth MTtk penReern,r, A/�ppp� OI tllA{AA an artd AIOOIPOF#bM1 OI CClRppr,�d into rho mall Buldlnp SIM1411HA�IReWd1.V AR"P�IY Md r--*+�o�M I-14-, ,eebe,�l�NVIA10At Oes"rcntl/Or OAilvecmr'perAAr@IITPi I Am refmanacd ly tilt ftVdmp Pod4 Panes!pmwnea(AgAAX�tp ABm�gO.tloAvdry_MMdlen 9n A,ael„p,tss qp Bc6!•1 m 1110 RA wn9iPtg tRA p aQ d B,sep,g AetAnTRIeMOtteh tW111A61e ham dm Wood TNes C—nd Ot,d}Rp6AA,1 PTC/ ad �unlA1, saw Emeq,Are Lw n.Madla A,lNI 61719 Prttm Tam PIMA hmdute,SAP Donofde Nees,M2019n,WI 63719 silo li ....... .. .............. .___.._.._. .......... . .- -.. . _. LUV Y;4u nin From: u+ntk�nownnl t!L Page:L6 I `7/8V Date: 614!2007 8:57:20 AM - L I �w Truss Truss Type alY Y 1_ !1873834 1J1656B6F F01 FL 11 1 ,-,. .._ _ Jd4 Reference(optional) 9ullderb First SaurCQ,Jacksonville,Florida 32284 S.2GG S JW 13 2005 Mitek Indust<2s,Inc, Man Jun 0611;62;Ad 2006 Pagel v-1a U.-AG=5-37.9 'ReP Ac r^ t(zaa �4pro lei e+u -top C Mora. 2X S [1=cK.� 3,,`ar �5 4x9 /C 4*= WID c BNb FP= 3M= ZYA t: 324= 410 r814= (,� 1 2 a a 1 B 7 S i to 11 • a 27 2f ;I; 2+ 23 2t 20 14 1E 17 i6 15 t4 1� 12 Of+; J2A- US 11 7110 / r SNP 11�J -M FP= sm 11 Brd= 4re= 5'a_ �,�,•0-g �,.�� 0 6Kf '�f' 12-7.0 ?-74i '�-6-G 4181 64+Q 2-7.8 2•&0 2&{1 t45-v to OtfiS,y4fi`;�(,Y): j1:Edge,0-1-6],j3;Q-4,-6,EBgr?],[6:0-1-8,Edge],[7:0-1-8,6dge),�11:o-1-B,Ed9eL[20:0-3-0,0-o-0].C28:o-�� LdAAIh'G(pst� { SPACING 2-0-0 C${ D�1. in (IoC} IJdefl I1d PLATES GRtP TELL 40.G alateb IncreasC 1,D0 1'G O.D4 VEfi(LL) -0,43 20 x600 360 MI20 244(190 TCDL "+7.0 Lumber Incr2a6e 1.OQ 8C 0.67 Vert(TL) ^Q.66 1$-20 X461 240 BCL.L 0.0 Rep Stmaa Incr NO WS 0.59 Harz(TL) 0-06 12 n/a n/a BCDL 6.0 Coda FBC2904TM12002 (Matrix) Vvuight;13$tb LUMBER BRACING TOP r:HORD 4 X 2 SYP No.2 YOP CHORD Structural Wood aheathIng diracW applied or BOT CHORD 4 X 2 8YP No.1 D 4-7.14 oC purlins, except end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling dlractly applied or 10-0-0 Go bracing. REACTIONS (lblsiza) 27=2170/0-5-0,12=109210-5-Q FORCES (lb)-Maximum Compmesion/Mexirnum Tension TOP CHORD 27-28--92910. 1.28=-91 DID,12-29--1070/0,1 1-2=1108/0, 2-3=-269110,3-4c-3487M,4,5=-4389/0,5-6=-4589/0.8-7=-5086/0,7-8 -504210, 8-9a11444/0,9-1016410,10-11=-118610 80T CHORD 26-2741163,25,26=01205$,24-25=012060,23-24=458,22,23-014182, 21.212-015066,20-21.0/5088, 1EI-20--015086,10-194/4926,17-1 0=014928, 16-17=0/3943,15-16-013'943,14-18=012310,13-14--012310,12-13=0159 WEBS 11-13=011462,1.26NO11299,10-13-151510,2 26=-1279/0,10-%mOM121, — — — -- - a-7A�Q/870,0-15=1021/0,3-249-91310,9-17,01657,a-17�G7�tf0,8-1827/43,, 4-23=-87510,8-19=-100/300,1.19=-4241417.7-20=-$851163,3-23=0/290, "4 --- --- 4-22±tQ/664,6-21--1211412,8-22=-935!0 JOINT STRESS INDEX I=0.60,2=0.74,3!m 0.38,4-0.74,5=0.58,6=0.53,7 1*0.0,8=0.63,9=0.74,10=0-69,11=0,60,12=0.81,13= 0.92,14=0.00,14=0.52.15=0.87, 16=0-89,17=0.66,18 p 0.32,19-0.67,20=0-32,21=0.32,22=0.67,23-0.21, 24=0,64,25;0.00-25=0.46,26=0.60,27M 0.70,28-0.00,288:10.32,29=0.00 and 29=0.47 June 6,2008 Conftnued on page 9 IY Wa,u1.P-V.rirp dVrt�a►an,mtsM MINI nfAP NCTK%ON'n!q AND INCLUDED MI7LK ktFMNCE PAGE Ulf-761;/ipOgR Tkls d=4n If bMed a*VPon Pre YMM" O shown IN an kprkldwl buIXIN tCmpanwll Deal Is(AsIaIN hb110tldev wn�lly Ohl TMbAaMNOM01 Mh'nk MR—IM., , i A00tabhhyotdU h aerontro Ott!P- rinmlpwvW oleo nmt Into the w41ad b4ftfla ElfwUd IIxllldlh06ll tAMMW78"MCI111Yham bHtinp,k I)w II+nIIV,p,1d,b 4laul ®mg,ar MDr erii66ntractorpvAN&�T IDe refbrtmlea T+rlha 6vAR'19fie.F�ergenaar gyppny rapP,dMq slaragn.dnlfvvly,ereNon ; aIM b,V alDq,soneuR Ea w t�-Dl rlplghnv 111f1�y�p mE oraalnp p0andatlen avename kom the wood 7Prs council of pmetica,i wTCA Cenlar, f98vEnte��:plant.Metl;BM,gY1637f9drvleTntsrRfblslmltNuln,BaauonapleDAM,Medwn,MYlea7tp ,��i MAY-08-2007 TUE 04;25 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P. 06 $ MAY, 8. 200? 1 ,00PM BFS JACKSONVILLE "RUSS NO. 7009 P. 2 JX- Truss Trun ype dti �Y J1e73691 .1169668 TOB MONO TRUSS 3 1 r....�� Job Reforence O n i3ugden irs!Sc,uroe,JOckeonvifkr,Florida 32244 13]"S30 s Jul 13 2004 M ®k ndustr(es,Inc. Mon Jun OJ 11;63;17 2006 Page 1 a;2 I LMQ + 7.A1 f 2�0 4M10 Yt41 Reoommen&A hanger connection based on monufsoturer tested capadties and nal wlet+lfstlons, Conditions may exlet that require different oonnedons )001 than indiostwi. Refer o manufacturer publication Per additional infurmation, f/ 1� Hanger Cnnnl�clion to ®reviewed and approved by the ArchltentlEnglneerdUQ 314, of Record, tL l�� rm Prom waft N S w r�-Ch N A Nge r Simpson HTU28 into Roam by others. LOADING (per) SPACING 2-0-0 G51 DLFL In (loc) tldeff Ud PLATES GRIP TOLL 20.0 Plates Ina ase 1,25 TO 0.50 Varf(LL) -0.13 2.6 >654 240 MT20 244/190 TCDL 7.0 Lumberfncreaze 1.25 BC 0.38 Verf(TL) .0.23 2.S >373 180 SOLL 10_+) Rep Stress Incr YES WB 0.11 Horz(fL) -0,00 a n/a n/a 5CDL 54 Code FHC20041TP12002 (Matrix) Weight:37 lb LUMBER BRACING TOP CHARD 2 X 4 SYP No.2 TOP CHORD Strueturel wood sheathing directly applied or BOT OHORD 2 X 4 SYP No.2 6-0-0 00 purling, WEDS 2 X 4 SYP No-3 BOT CHORD Rigid telling directly mppfled or 10.0.0 ac bracing. RIIACTIONS qb/slze) 2@44010-5-0,6P276/Meohdnfoal Max Horz 2=406(load case B) Max Uplift 2n438(load case 6),6--261(jo;1d taco 6) FORCES (ib)-Maximum CompresolonMMsxirnum Tendon / TOP CHORD 1 2x0149,2-3-239/139,3.4--101127 BOT CHORD 2-6--376/156 WEBS 4.560/198,3.5=182!432 JOINT STRMS INDEX 2w0,53,'.3=0.22,'4v0.10and 5-0.19 NOTES 1)1Mnd:ASCE 7-02;120mph(3-second gust);h=36ft;TCDL=4.2psf;BCDLz;3.0pat;Category it,Exp C;enclosed;MWFRS gable end zona and C-C ExtarlDr(2)zone;Lumber DOLol.60 plate grip DOI-0.60.Thi%truss In designed for C-C for members and forest,and for MWFRS for reactions speci5a 2)All bearings are assumed to be SYP No 2 crushing capacity of 655.00 psi 3)Provide mechanical connection(by others)of truss to bearing plate capabia of withstanding 43 lb uplift at joint 2 and 261 Ib ulotiiR of Joint 6. LOAD CA9El9) Standard June 6,2006 Q MaeM�N V�Aadra rawaiMp end�11A0 Noiq ON TIII�BIW I LUDIir Mf�N hRspMosieOrMIY�'�ta riioie v\■ ��--µ r »��� _�� �_ TNe-eelp1nn h bbaeua�pdr,orb wean pie/orameleN eMY1!gran Ne.iouel\V Yerlrm,enlprd to 1,.49.eaa@ bmis0 aetpoary Eno hblraud rph 6tlfek oaaaeelols �'PPpaaNpryo(auaNnYpen: �4proPr'Yvaarya�ndaeaaaMM/m1A.owraNar4alnealNYfu+.k�lYObpolMnWf\ryPnupwmarNAluap,NlM nWepa,wl al maw 1aroaalraQor AI�1/7 1wafa,vPead tgrme eru np sada,nu p�M,d yWeeaaen aAY+OaWnp�tlahory,orvtYlan ' anoMaainaieonaulpC6F dM1t3-\1HnrglMpkr4arineean/BullnpRe.o�amen{denaYYpe/hlwbpYW►NTnes�auaiorAmedoalwre�CrMe� X101 i16a1PN1a tmy Noa�,WI Cii1\arNaTNte P!4 MsWN,619 O'CgaMa Opra upeon,Wf p0711 »�ll ' MAY-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P. 01 MAY, 8, 2001 1 ,OOPM BFS JACKSONVILLE TRUSS NO. 7009 P, 3 7.1 Truss YruU Type Qly PIY J1s7a5ez J165669 TOT MONO TRUSS 1 7 Job nceto�,lona„� Builders Frst�toulca,Jacimnulle,Floc da 32244 6.200 a Jul 13 2006 MITak Induetriee,Inc. Mon Jun 0511:53:17 20DO Page 1 4-Ee _-�-i— 781 4-0�9 S.p.1 Recommended nanger conneetlon based on manufacturer tested-nipecltles trw�a-a:z9,7 and nali ealculalions. Conditions Tity oxist tNt require dUferenl connactlons than Indicated. Refer to rnsn4ac urer publoation for additional informatlon, 5 Manger connection to be reviews I and approved by the,4roNk-oVEneincnr of Record. ` a,00 fit 2m a (N Simpson HTU26 into iyam-n V. Deem by others, 2A4 to • ) bow T-47 r— LOADING (pr;f) SPACING 2-0-0 G51 DEFL In (loo) Wart Ud PLATES ©RIP TCLL 200 Plates Increase 1,26 TO 0,31 Vert(LL) -0.13 1-4 ?663 240 MT20 244/190 TODL 70 Lumber Increase 1.25 8C 0.39 Vert(TL) 4,23 '1.4 >373 180 BOLL 10.D Rep Stress Incr YES V/B 0.15 Hor,:(TL) .0.01 4 Na Na t3CDL 50 Code FI3C20D4lrPI2002 Natrlx) Weight:34 Ib LtIMBM t3RAGING TOP CHORD 2 X 4 SYP NO-2 TOP CHORD Structural wood sheathing directly applied of BOT CHORD 2 X 4 SYP No.2 8-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid telling dlrectly applied or 9-6-f 100 bracing. REACTIONS (Ib/slze) 1=296/0.5•B,44296/Mechanical Max Horz 1=294(load cue 6) Max Uplift 1 154(loaad case 5),0.308(load case 6) 7 FORCIM (lb)-Maximum CompresslonlMexlmum Tenalon TOPCHORD 1-2m-207/243,2-3■-98M UUUA G BOT CHORD 1-4-632/211 WEDS 34=70/167,24--243/613 JOINT STRODS INDEX 1 X0,27,3=0.31.3=0.09 and 4=0.27 NOTES 1)Wind:ASCE 7-02;120mph(3-e9eond Suet,);h4ft,TCDL;;4.2psf;BCDL=3.Opef;Category II;Exp C;enclosed;MWFRS gable end zone and GC Ext6ulor(2)zon6;Lumber DOL-1.60 plate grip DOL='1.00,Thic Woo 16 designed for C-C for rnembars and forco%and for MWFRS for reactions specified. 2)All beeringcl are assumed to be SYP No.2 crushing capaadty of 666.00 pat 3)Provide mechanical connection(by atherc)of truss to bearing plate capable of wllhstanding 16, lb uplift at joint 1 and 308 tb uplift et joint 4. LOAb CASE($) Standard June 6,2006 4 Wan4p�•Wrlry fi IW pwamol lA aaA wou ROVER op 7KW ANO MCL1r146 WTix 0111KRI NGN'Act MR=AVON)an i TMa opal0p m ioaoa any iYM An ParalrlrNK alwan RK an Ind•�•N poWna agppaprallUnaY wlallnl Nd wdad NrlirJlb and aMntaaYdvAdl Arlr�ll ewNclars. , MppmWKY old FM46W9 am OrOPa'YYA19�1MIWI of oWl�lp�fiord In{p spa ar�apnulel,q f4WtWa h10�Vdtb a11101A•�N LN pinnMMnl Yradnp•k IM ngfaWWlArorbud'�,pdo Or MW WANllfTarlla111111 rw0glnaAm oad Par®anny9NdOpa•hgaplp ap adaaVelyoraalW, rM aradnd,coNOO BCiF�br N1a01 vim 111 and W-dna PJ "1W 001 tocsin 1pn Woad Truw Candid gWerrarpdcaUM.Melon,wlas/Igor WaTlulcipltdNdltdr 111iiayalfaMn11A%o.V24144.WlMID MAY.-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P, Ol MAY. 8. 2007 1 : 00FM BFS JACKSONVILLE TRUSS NO, 7009 P, 3 Truss Trusa Type 41y Pry J1673592 J16566t3 T07 MONO TRUSS 1 7 I Job Geo tD Ivnai Builders Fust%'Zu e,Jacksonvllb,Fier da 32244 8.200 a Jul 13 2005 MITek Induatriee,Ina Mon Jun 0511;53:17 2ODS Pap 1 741 Recommended rtanger conneetlon based on manufacturer tested mipscltlels and nail calculations, Conditions ay oxiet 1het require different connections than Indicated. Refer to rnanAv urer publostion for additional Information. QcrJ Banger connection to be navleva f and approved by the 14rol tectJEngineur of Record. aooliF �Qrr 2M z k � (N Simpson HTU26 into / peam by others, LOADING(pef) SPACING 2-0-0 051 DEFL In (loc) (roan Ud PLATES GRIP TCLL 100 Plates Increase 1,25 To 0411 Vert(LL) -0.13 14 n53 240 MT20 2441190 TCDL 70 Lumber Increase 1.26 SC 0.39 Vert(TL) -0,23 -1.4 >373 180 BCLL 10.0 lisp stress rncr YES VJB 0.15 Hom(TL) -0.01 4 rrlo Na BCDL so Code FSC20D41TP12002 Matrix) Weight:34 Ib LUMBER SMOING TOP CHORD 2 X 4 5YP NO-2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 0-0-0 oo purlins. WEBS 2 X 4 SYP No.3 60T CHORD Rigid caning directly applied or"A 1 of bracing. REACTIONS (lb/size) 1=296M-5•8,4d2961101echanlcal Max Horn 1=294(laad caaa 5) Max Uplift 1-154(load case 5),4u-308(load case 5) r PoliCBB (Ib 1—Maximum Compresslon/Mexlmum Tension '] TOPCHORD 1-2w-2071243,2-3-SMS � r BOT CHORD 14-632/211 WEBS 341=70/161,2-4---24W613 JOINT 6TRE68 INDEX 1 ■0,27,2m0.31.3=0.00 and 4=0.27 NOTES 1)Wnd:ASCI:7-02;120mph(3-eocond yuvQ;h=30h;TCDL=4.2psf;BCDL=3.OpeF,Category II;Exp C;encloael l;MV4MS gable end zone and C-C Exlerlor(2)zona;Lumber DOL-1.60 plate grip DOL=1.80,Thl;truce Is doslgrted for C-C for membars and forces,and for MWFRS for reactions specded. 2)All beeringio are assumed to be SYP No.2 crushing cspadty of 666-00 pet 3)Provide mechwi=l connection(by alhare)of truss to bearing plate capable of vAlhstanding 16, Ib uplift at)uint 1 and 306 Ib uplift st joint 4. LOAb CASE($) Standard June 6,2006 — -- 1. w AI�NAN a• www vxjmj3/avom 1e1we pAnamn MA=&D novae om ms iwo okewue11 w"w plamW4K oAQO tunica t wow or IM WIS.J.1116.10& Two"410 ee•ea ary 3,1an d►.pweDota•NA40%M•n 111 11 OUNIII •°111Pa�1UM IAN u 1hHe1a11 WI Wda Mil ulbend gbAo•W uyR M,r•r e•n„•e1•nc Applloa 9 or d. glow 6IM 111w propol'h,G01D01eD011 in pogqpppp�art•ti Inle In.anrep Ma1ne MMKWQ IAeiwaNO ar 1�enWe OwN oM p111 pamNnenl WtieND.K 1M Amu=TV =n o"wyord• qd■, and/aoMtXMI wN1111T11INNAMir+Ageeaeu 0code PaB•nat•rp�eOngea IQe3va aroallen weema'awkni BHIe-vi Hentlpnpinim Inerdgnnlno WAN IN east Woed Tnw Paun41 W.Mn 'i aaoa ir, 1 I cop e,darypee lana.Naeuon,w11n,1 woe Tore 1113 gelwma em o,w•ol•w,,WI 91710 MAY-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P, Ol MAY. 8, 2007 1 :OOPM 9FS JACKSOPIVILLE TRUSS NO. 7009 P, 3 Truss Trusa Type —� qty Pry J165668 T07 MONO TRUSS 1 1 Job nce o Clonal J1673502 Builders First,'Z e,Jo4sonvlllo,Flan da 322d4 6.2009 Jul 132005 Mrfek Industries,Ina Mon.tun 0611:53:17 2006 Paga 1 6m- +0--) Recommended hanger connection based on manufacturer tested cipecltlea � soau•1:x9 and nail ealculalibm, Conditions ay bxiat that require different connections than Indicated• Refer to martyfa urer pubaoation for edUltlon0l to/omlation, Qc5 Manger connection to be reviews and approved by the ArohiteoVEngincur �e of Record. a oo ASP( D a (N 1 Simpson HTU26 into I3sam by others, � LOADING(prof) SPACING 2-0-0 051 DEFT. In (loo) I/dan Ud K ATO GRIP TCLL 206 Plates Increase 1.25 TC 0,31 Vert(LL) -0.13 1-4 n53 240 MTZO 2441190 TODL 70 Lumbar Increase 1.26 8C 0.39 Vart(TL) .0,23 '1"4 >373 180 BCLL 10,o kep Stress Incr YES 1r1B 0.15 Hom(TL) -0.01 4 Na Ne BCbL so Code F13CZ0D4rrP12002 (14atrbr7 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 4 3YP No.2 TOP CHORD Structural wood sheathing d)rectly appi led or BOT CHORD 2 X 4 SYP No.2 d-0-0 oc purlins. WE13S 2 X 4 SYP No.3 BOT CHORD Rigid calling directly applied or 8-6-11 oc bracing. REACTIONS (Ib/slze) 1=29610.5.8,4d2961Mechanlcal Max Horz 1=294(lood case 5) Max Uplift 1m-154(laeld case S),4a.3080oad case 6) FOP-00 (Ib,-Maximum Compmssfon&404mum Tendon TOP CHORD 1-2m-2®7/243,2.3■-88123 BOT CHORD 14-632/211 WEBS 34=70/167,2-4=-24U 13 JOINT VTRF-V8 INDEX 1 m0.27,2a0.31,3=0.00 Arid 4=0.27 NOTES 1)Wend:ASCE 7-02:120mph(3-socond Suet);h=3411r,TCDLw4.2psf;D=L=3.0pef;Category 11;Fxp C;enclosed;MWFRS gable end zone and GC Exlarlor(2)zona;Lumber DOLm1.60 plate grlp DOL='1.80.Thlz trust Is dot lgrted for C-C for rnembars and forcos,and for MWFRS for reactions specified. 2)All bearingu are assumed to be SYP No.2 crushing cepacity of 666.00 pet 3)Provide mechanical connection(by olhers)of truss to bearing plate capable ofwlfhratanding 16, Ib uplift at)uint 1 and 308 lb uplift at joint 4. LOAb CASE($) Standard June 6,2006 Q Wemlq-VOM/eON PWOMenee sae GONAD NGM ON 7106 AMU MCLY11eC WTGW NUFRRNGN PAG!MIA-74"00906 Sas TNe__amlpp!M0,60,111 o►N uYm RIs PclvW�tw abaw�la an lnCua�.N bvWnu wmpe.twlt wx u aNaduu Nb wd�d a.liwlbend h6Aoaf.d WU Aa/.teannerfas �npV Y 111tim, ora. Pablq&& ane Dropx In�orpap IM M VQMP%4Ar1 NOVA awgla�l eu�oeq epuNaYra(AaW4A0 al lmynanN�onA Na�m�ynprgl�l hr&&4•k Na �,br 145-MGM p Nrilln 4Fd RWhW."Und"10 we 1D av aio the W Tr�uw�DiMdl ofMw.4a�1 WTCa6t iiro«1M e700 RipllGa Lw,o,r6eprion,WI 907�e ortle7lYtL ldh �h1Y Mp11Ae.Ni Wo11oMh ullvo.lon.WI e11,1 , MAY-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P. Ol MAY, 8, 2007 1 ,OOPM BFS JACKSONVILLE TRUSS N0, 7009 P, 3 Trus Truss Type -- Qty Ply J1673302 J16566t3 T07 MONO TRUSS 1 7 Job nce tions) Builders Fust�Zurao,Jatcksonull& Florida 12244 5.200 a Jul 13 2005 Mfrok Induatdes,Inc Mon Jun 0611:53:17 2006 Paps 1 Recommended rtenger eonneWdlon based on manufacturer tlasted capacklea � kd1'h.ea,T and nail calculaliom. Conditlona:may oxisl that require ciiffemnl connactlonaa than Indicated. Refer to rnanLAc ural Publication for eatlluonaal tnfonnatlon. 5 manger connaaalon to be reviews and approved by tho,4rahiteotlEr>ein"r of Record. aA� a (N Simpson HTU26 into peam by others, 2M ss LOADINU(pa+f) SPACING 2-04 051 DEFL In (loo) VdaR Ud PLATES GRIP TCLL 200 Plates morose@ 1,26 TO 0,31 Vert(LL) -0.13 1-4 n63 240 MT20 244/190 TCDL 70 Lumber Increase 125 SC 0.39 Vert(TL) .0,23 1.4 >373 180 BCLL 10.D Rep Strese lncr YES 10/B 0.15 Hort(TL) •0.01 4 Ne Na BCDL so Code FI3C2004/TPI2002 Nat" Wel9ht:34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Structural wood sheatNng Iflrectiy applied or BOT CHORD 2 X 4 SYP No.2 6-"oc purlins. WEBS 2 X 4 SYP No.3 90TCHORD Rigid calling directly epplied os 8-6-11 oc bracing. REACTIONS (lb/sizer) 1=29SIM-8,4d296/Mochanlcal Max Horz 1=294(lood case 5) Max Uplift 1-154(iond case S),4a-Wa(load case 6) FORCU (lb)-Maximum CompressionlMeadmum Tension f��Ita TOPCHORD 1-2m-2e7/243,2-3+•-8&29 r SOT CHORD 1-4-532/211 WEBS 341=70/113'1,2-4---2431613 JOINT STREW INDEX 1 b0,27,2=0.31,3=0.09 and 4=0.27 NOTES 1)Wind:ASCE 7-02;120mph(3-second Suet);11=36ft;TCDL=4.2p9F SCDI-4.0pef,Category 11;Exp C;enclosed;MWRRS gable end zone and GC Exlerior(2)tons;Lumber DOL&1.60 plata grip D0L=1,e0,Thio Irmo I6 dosignod for 0.0 for membars and forcos,and for MWFRS for reactions specified. 2)All beedngcl are assumed to be SYP No.2 crushing capaadty of 666.00 pad 3)Provide mleehanical connection(by others)of trues to hearing plate capable of wAhstanding I&, Ib uplift at juint 1 and 308 Ib uplift st joint 4. WAID CASE($) Standard June 5,2006 Q W1rM1t-Wft AI4ap POFMO11M MA MAD IMUR ON 7X16 ANN 01CL{ntb WTMx RrlrrMou PA6e W an 0100ML DEC �-�r•w��ka Th%400 n 11 DIPoI 1/y qpM the p4MOMd410I40wl to oil 1404%A Mang swr"Aw ff"Ma^90in Mtl Wdad w ia*erw hb&swwu 1 akftwc ms. ApppaaggawNy or a P3AYIIW9Ine�rOpor MGO1pgr0I10n II d m� No i"Guam pN+Agra,1ROA 10 as ImAuAN Ila hymwwd w"j.K Ih. mind Yi etnp aals�ulYMpn�BypSF, sd a0odaeidtppH ANOIf 1 nhmlwdopyy tlq augoq,g ooA parg�ngml WdYlW�ngYIWO /Wqq/Mrwll 0141dM1 C Iila01MGM dan 1AKdlk,op/ndPg-- psmftw nm,de„asltbbOvn, eWoadTn,wO,wWlot eeoelN�, 030011r arpP64 t.gra.M110a0n,W109TIt orNaT1uON rIIIM hClhdl.iD pCyplliq Om,e,hlmlwn.Y'A tltT�p MAY-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX NO, 954 768 5926 P, 02 MAY, 8. 2007 1 ;00PM BFS JACKSONVILLE TRUSS NOJ 009 P. 4 I - job Truss Truss Type Qd ply J1673693 J166668 TOB MONO TRU53 1 1 Job Reference o pone Bu dere FIM Source,Jacksonville.Florida 32244 6.209 o Jul 13 2006 IJITeh IrAUSI:ie b,Ina Mon Jun 0516:30:01 2006 Page 1 44FE 9-&-1 440 84.1 Beak=198 8 Reoommonded hanger connection based on manufacmrar tested eapaoltlas and nasi oalouiations. Cohditions my exbt thM squint ditrent ounneclions than indicated. Refer to manufa rer publlcmllon for nddWonal Informailom V Hangar connet don to be reviewed and approved by the ArchiteovitEnglncer of Record, 2M : + ZOW e e 4Simpaon HTU26 Into a�6 e ;a Beam by others. 14__ ►.n-e 7.6.1 LOADING(ps1) SPACING 2-0.0 C.SI DEFL In (lar.) Wall Lld PLATE$ GRIP TCLL 20.0 Plates Increase 1.26 TC 0.25 Vert(LL) -0.07 1-4 >999 240 MT20 2441190 TCDL 710 Lumbarincreaso 1.23 BC 0.33 Vart(TL) -0.12 1.4 >707 100 BCLL 10.0 Rep Stress Incr NO WB 0,11 Hora(TL) -0.00 4 nta We SCDL 6-0 Cad® F13C2004frP12002 (Matrix) Weight:40 lb LUMBER NPA.CING TOP CHORD i!X a SYP No•2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOY CHORD :'X 5 SYP WAD cc purlins. mss 2 X 4 SYP No.3 BOT CHORD Rigld caging directly appliod or 10-0-0 cc bracing, REACTIONS (iblaize) Ir--450/0-6-a,4.427/Meohan1oal Max Hort 1=287(load mea 4) Max Uplift 1-276(load case 4),4-406(ioad case 4) FORCES (Ib)-Maximum Compm3slohlMaximum Tension TOP CHORD 1.2=-2751190,2.3m-0123 BOT CHORD 1-6°3821221,64-30221,4-6-392/2,21 WEBS 3-4-701117.2-4=4521436 JOINT;SYMS INDEX I-D.13,2 a 0.23.3-0.06 and 440.20 NOTES 1)Wind:ASCE 7-02;120mph(3-second gust);Weill;TCDLM,2pof;QCDLaG.0P9r Category II;Exp C; inclosed;MWFRS gable:crrd zone;Lumber DOIri.80 plate gdp DOLw1.60. 2)Provide mechanical connection(by others)of hose to bearing plata copole of withstanding 218 Ib uplift at Joint 1 and 408 Ib uplift at Joint 4. 3)Girder carrieH tla-In spen(s):3-11-0 Imni 2-6.11 to 7-6-1 4)In the LOAD CASE(S)section,loads applied to the face of the trues are noted as ffont(F)or batt Continued on papa 2 June 8,2006 Q wemine-V eray 4.eeeo vrw n end"WAS nv q"ON tNN AMP INOCYe80 KIRK KipABNolr FAUN MI.14r0 FgOR!Ulm mNaaPoalaerea4wlye�nY,ap.mmeuneUwnhranMdhMlwlwi�r,deampm.ntlhtNk11sY4.n41m0edWdloeYytndglrMeWIYN�rdRek4enaeetorD �^, 01 di. iotldlfm04ArMroeNyM4PdeunMlO/4d/G.ielM in YatdNptlutlpnru,d we4nYadarparAN01/TV1lxldaronondOfllwsuedvpeee..parp,Mnlp,idenaaA0�,�8ewroaeeiw ellmlb0 end W,epe,conwe yael,I r ih�-et Nmdlhq and�aei,p RamrrmgnMlAm eralleWe tom IAs Wrad7eua eeu.di d/uaodoo,d WI'r:A Canter. t,„���� I ewoQnteradwll.ene,Ne4laon,WI8S71Aa01eTMea elnalltYro.I88D'OndAoD4ve.NooAom,W18371A i8�r�nwe MAY-08-2007 TUE 04 24 PM CAUSEWAY LUMBER / TRUSS FAX N0, 954 768 5926 P, 02 MAY. 8, 2007 1 ,00PM 8FS JACKSONVILLE TRUSS N0, 7009 P, 4 job Truss as Type Qty y J167X93 J16666B T08 MONO TRUSS 1 1 Job Reference(Oplionjak- Buildera First Source,JeeksonvNie.Florida 32244 6.200 o JUI 13 2006 MiTek lndusttlea,Ino, Mon Jun 0516:30:012006 Page 1 44.0 rat 6.0.0 abi Recommended hanger connection based on manufacixirer tested eapealtlas n a`a'=lace and nail caloulhtlons. Conditions ay exist that require.difterent connections than indicated. Refer to manufacl urer publicadon for additlonal Information. Hanger connection to be reviswat I and approvod by the Arohnoctl5nglncer of Record, 204` 2 6.00 1 i �V e e 4 Simpaon HTU26 Into ass e 4 ,�, Beam by others. LOADING(psf) SPACING 2-0.0 C51 DEFI. In (toe) Ildefl IJd PLATES GRIP TOLL 20.0 Plates increase 126 TV, 0.25 Ven(LL) -0.07 1-4 >999 240 Mm 244/190 TCDL 710 Lwnber Increase 1.25 BC 0,33 Veft(TQ -0.12 1-4 t,707 160 BOLL 10.0 Rep Stress Incr NO WB 0,11 Horz(TL) -0.00 4 Na nla BCDL 5.0 Code FSC2004frP12002 (Matrix) Weight:40 lb LUMBER !!RACING TOP CHORD i!X 4 GYP No.2 TOP CHORD Structural wood ahealhing directly applied or 6-0.0 SOT WORD r X 6 SYP NoAD cc purlins. WEBS 2 X 4 GYP No.3 BOT CHORD Rigid caging direoW applied or 10-0-0 cc bracing, REACTIONS (IbNizc) 1-45010-6.8,4at27/Mechanical Max Hort 1=2870oad casae 4) Max Uplift 1■-27t3(losd case 4),4a-406(lond case 4) FORCES (lb)•Maximum Compre33londMaximum Tenslon TOP CHORD 14=-2751100,2-3-65/23 BOT CHORD 1-63821221,6-8-3821221,4-6■-382/221 WEBS 3-4 701117,2-4=,252!436 JOINT STRESS INDEX I-D.13,2a0.23.3m 0.06 and 440.20 NOTES (SA 1)Wlnd;ASCE 7-02;120tnph(3-second goat),ha3lilt TCDI■4,2pof;E0DLw3.0par,CBFsgury n;Exp C; C enclosed;MVWRS gable end zone;Lumber DOLr1.80 plate gdp 001-w1.90. 2)Provide msehenlael conneclion(by where)of trues to bearing plate capable of wkhstanding 276 Ib uplift at Joint 1 and 408 Ib uplift at Joint 4. 3)Girder carriem Us-in span(s):3-11-0 front 2.6-11 w 7-6-1 4)In the LOAD CASE(S)bection,loads applied to the feoe of the trues are noted as Nont(F)or back Continued on page 2 • June 6,2006 Q waadna•varMy dwagn 9wom.l.n and NNAD NOSO ON YNIO ANI INCLUD99 atnTK MpkIRM411 P"s PAH."POPONX UK `�-•1 TfQ.4a.aw N baud P*cpm Om pomma+an ph"form lndhddw)wld.,e aentwnant lliilr hNeYa up lna0ad wdbWy�u,d hlrinaNd wlM MiRaN eennoalof0. MPIWaI Geod�plpan.grid»andpmppnc�wrpw,a0aaxlrgnlgmdlIA-1.0"FINW&Imow"inddYnpdtltlmOafdNandPuaundMMdd►G.111M ry.vw,aIpldYodpurdinpdb4mrmd/wuoolmdwparMWITV,1a■Idwwneedbrllpbuldmpda4e.tat Weaid4i4an s#*J'A gyp#Waa.dahm, .0 j,GQ 0 M bpepw wgwa aea7.+r Nts.et Nondltna�� p,id DtwaMo Ra�vrraronMlNp ar+lblda lam Dow Wr al7wad amndl or Am de,9 WrCA Cadet. esow ademdee Lena,Nadlaen,WI6171I W OIa TNae tsWe MattU�o,1Ea D'Onorlq DAve.Nodledn,WI X5718 MAY-08-2007 TUE 04:24 PM CAUSEWAY LUMBER / TRUSS FAX NO, 954 768 5926 P, 02 MAY. 6, 2007 1 ;00PM 8FS JACKSONVILLE TRUSS N0, 7009 P. 4 job TF—U-56 Truss Type Qty y J1673693 J166668 Toe MONO TRUSS 1 1 Job Reference(optional) Bul dere FIA4 Source,Jacksonville,Florlds 37244 6.200 o Jell 13 20%FATek IndllstfleS,Inc. Mon Jun 0616:30:01 2006 Page 1 44.0 7--1 000 !bi Reearnmanded hanger connection based on manufacCurer tested capacities e`0I° lit°A and nail calculations. Conditions ey exlot that r"ulrit different connecdons than indicated. Rafar tc lnanufa rer publlcadlon far vddltional informaton- Hanger connection to be revIewei I and approved by the Archhoot(gnglncer of Record, sed. ��♦� e ` 9e M byotthhWii.26 into 314 e 14 ma A6.t LOADING (ptt) SPACING 2-0•o CSI DEFL In par.) (/ciao Lid PLATES GRIP TCLL 20.0 Piales Increeee 1.26 TO 0.25 Ven(LL) -0.07 1-4 >999 240 MT20 244/190 TCDL 7.0 Lumbar Increase 1.25 BC 0,33 Vert(TL) -0.12 1.4 >707 180 BOLL 90.0 Rep Stress Incr NO WB 0.11 Hora(TL) -0.00 4 n1a We 9CDL 6.0 Code F5020041171712002 (Matrix) Might 401b LUMBER PRA.CING TOP CHORD i X 4 GYP No.2 TOP CHORD SVumral wood eheaWng directly applied or 6-0-0 BOT CHORD ?X 6 SYP No.1D cc purlins. WEBS 2 X 4 GYP No.3 90T CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, REACTIONS (Iblsize) 10;450/0.6-s,4-271Mechanical Nlax Wort 1=2870oad case 4) Max UpBR 1-2760oad case 4),4=406(lond case 4) FORCES (ib)•Maximum ComprosalorllMeAmum Tension TOP OHORD 1.2=475!190,2.3■•85/23 BOT CHORD 1-5-921221,6-6-362/221,4-6 -392/221 WEBS 34-701117.2-4=4521436 JOINT 8TRIES3 INDEX I-D.13,2a0.23.3m0.06and 440.20 NOTES 1)Wind:ASCE 7-02;120rnph(3-aacond oust);Wit TCDLM,2pef;6CDLm3.0psf,Category II;Exp C; gncloaod;MVWRS geek end zone;Lumber DOLr1.80 plate grip DOL0.60, 2)Provide rnwhenleal connection(by others)of trues to bearing plate capable of Wlthstanding 278 Ib uplift at Joint 1 and 4081b uplift at Joint 4. 3)Girder carries+Us-in span(s):3-11-0 from 2.6-11 to 78-1 4)In the LOAD CASE(t3)section,loads applied to the Face of the trues are noted as font(F)or back Continued on page 2 • June 5,2006 ,.M�mine•V�rrya+fen�rMn�MntlndkUIONOTWONrNNAN/1N000e�0lpltiKntpR�RNOU►FOONII.7d77E0►ORIUf� •rte --�-- 7rAe uwen W eesad any wean 0o pocmem Mown h►on lndMduol wpm crampon«N lhilr tidaYa.ed lmdW vnrlbiYy riW abrlaNid YAA MneNeenevaleN. AAPA�1�eyofeodatRon.nolnnondpmpnhcotpoidlnnda04Nq�dlnloDvranAlbJy�AAA{INde�inddWnpdrNmOaNNMdpveuiiMlMW/O.HIM peppaqnN�l�pppYolpWaNptl.d�.rwd/areaeYodnperhl�I/TF'17,rlda,anoadb IINhuWrpeede,pef�MrdpudeRama0�0llerelgdebVMN,OIMOI}ell ofW queq.cartsdt Uaea.+er Ne.rlt NanrlNiq���end Emoba kemmn+onde�walbble Gem Ise VJr ad Yfea Gu,dl o/Heod-ee,1 VJiCA CnnUt. +�,.�-���� 1 aaooartlemdeo lens,Narlaon,WI6171A of AteTNea►Ids Inal20to.08A D'OnoAk pave,IloaOom,WI A371A ik4Y'`ff,�+. MAY-08-2007 TUE 04;24 PM CAUSEWAY LUMBER / TRUSS FAX NO, 954 768 5926 P, 02 MAY. 8, 2007 1 :00PM 8FS JACKSONVILLE TRUSS NO. 7009 P. 4 tjob rues Truss Type Qty I ply J16736'rJ3 J166668 TOB MONO TRU33 1 1 JOA Reference foptlonall 8 dere FTnu sour .Jacitsonvllle,Florida 32244 6.200 o Jul 13 2006 MiTel(Industries,Ina, Mon Jun 0516.30:01 2006 Page 1 "Fa 7-4-1 600 aSi Recommended hanger connection based on manufaomrsr tested capaottlas 84°t0 10'0 and nall ooloulhtions. Conditions my 8x131.that regulut different connections ,y� than indicated. Refer tc manufa rer publication for additional Information. V Hanger connet tlon to be reviewed and approved by the Archlioctltnglneer of Record. 2Va. 2 ( /O(.R a 0 Simpson HTU26 into 31415 -- 4 Beam by others. x.6.1 LOADING (psi) SPACING 2-0.0 CSI DEFL In (los) Ildafl Ud PLATE11 Spill TM 20.0 Prates Increase 1.25 TC 0.25 ven(LL) -0.07 1-4 >999 240 MT20 2441190 TCDL 710 Lumber Increase 1.25 BC 0.33 Vort(TL) -0.12 1-4 >707 180 BOLL 10.0 R6p Strees Ina NO WB 0,11 Hora(TL) -0.00 4 n/a Me BCDL 5.0 Code F802004tTP12002 (Nlatrlx) Weight 40 Ib LUMBER ARA.CING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD S'X 6 SYP NoAD oc purlins. WEBS S!X 4 SYP No.3 BOT CHORD Rigld caging directly applied or 10-0.0 oc bracing. REACTIONS (lblaixe) 1=460/0.6.8,4■4271Meohanical Max Hors 1=2870oad cave 4) Max Upli t 1ka-276(load core 4),4-406(lond case 4) FORCES (ib)•Maximum Compm331ordMaxlmum Tension TOP CHORD 14=47511100,2-11m.65/23 BOT CHORD 1-6e-3821221,6-8-3B21221,4-6-382/2.21 WEBS 3-4-70/117.2-4=2521436 JOINT STRIESS INDEX I-DA 3,2a0.23,3m0.06and 440.20 NOTES (5�z 1)Wlnd:ASCE 7.02;120mob(3-second gust);h®368;TCDL■4,2po1:BCDLw3,0psr,Category 11;Exp C; gndoaed;MVVFRS gable end zone;Lumber DoL 1.80 plate gdp QOLw1.e0. 2)Provide meehenleai connaellon(by others)of true®to beating plate capable of withstanding 278 Ib uplift at jolnt 1 and 408 Ib uplift st Joint 4. 3)Girder cerdew tle-In span(s):3-11-0 from 2.6-1 i to 7-6-1 4)In the LOAD CASES)section,loads applied to the Face of the truss are notod as front(F)or bad Continued on page 2 June 6,2006 Q w■ndns•v; ;-+4n r■rrn.Mn%ad k11&0 NOM ON VNN ANI rN0LOWD Ming RMUNGN WE Rir•103 MOAN add[ 7AN damn la b+uad P*%*an Ns pemm■wr o6am hr an lndNWwi na1&�..,,1�aangAt*9 Urtl■WNW■o lmdld WNW9 W labdalNd M MUT■keenpa4*9. MPPAN 001 Pao-nSUMWid pro For M wada■■/aOmYt"F4Wo�,■v"M1 JydMAilNddm iaNdirmadll�drooNNantlpodavnwdNltrd.ilIN rwpq�d�pl0.y ntlxdd4 dm dO,■r and/woo parANA1/TVP�t 1,■Id■Nnood b/lip huWMp cede,tai ptneml p,idano■lead HaroOl.tleGN N o1Pol}e11 sad et■ctq,c rU"-.e1os1.1 M."63710W 67 Handlaa���,1dyy��,■end DmnMip RamrmnnnMlka■ralleUle i■m IM■VJc od'rwa Cotndl o/Am oM,1 WrCA Cxnler, daoettne�idea Lane,Iawlaon,W16S71A wdteTtula plus Indtuto,IEa D'OnoAq pdve,Neolom,WI d371A 6Y 1■■Nu'aM�'iA1iW®►F .. ...+w,i..-.w..,...,.,r,i•.........�.— -- -.._......__._._.___......,.,..,,__---- —.._.._.....____�. _e._.._....,...... ,.. f a CITY OF ATLANTIC BEACH i J 800 SEMINOLE ROAD �} ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ,. INSPECTION EMAIL REQUEST: Application Number . . . . . 07-00000664 Date 5/23/07 Property Address . . . . . . 75 CORAL ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 3 cu 3 ahu ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GRIFFITH PERFECT-CLIMATE HEATING AND 75 CORAL STREET AIR CONDITIONING, INC ATLANTIC BEACH FL 32233 11210 PHILLIPS INDUSTRIAL BLVD JACKSONVILLE FL 32256 (904) 646-1020 --------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 151 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/19/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 151 . 00 151 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 151 . 00 151 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE ]FLORIDA BUILDING CODES. May 16 07 09:58a Perfed Climate Htg&Air 904262-7703 p.2 r f CITY OF ATLANTIC B9ACH MECHANICAL PERMIT APPLICATION Date: Property Address: C.O,ra. `J icg e-- ' x &JA n n}ic- tRe�, Owner: CIV-1 � 1t -e S. Telephone#: Contractor: t`r terra NA s � e�r ec# Cttmr,J-e- ""-F—'""t � Air- Telephone t Contractor Address: f g Fax Contractor Signature: in oortsideratioa of permit XLv=for doing the work as described W itre above statemcat.we bmby agree to tKrftm said work m aceonimee with the saachod plias and sped6catia+s which aro a part hereof and in accordance with flit City of Atlantic Bach ordinaam and standards of cad pmabot HOW flanvia Type of Heating Fueh If other construction is being dont on this building or site,list the balding permit number: .( Electric ❑ Gas: _LP _Natural Central Utility ❑ oil ❑ Other— MECSANICAL EQUIN MENT TO BE INSTALLED NATURE OF WORK ❑ Heat Spatz _RecessedXCetmal Fbor Q( Residential 13Air Conditioning: Room . -XCentral a Duct System: Material Thickness ❑ Commercial Maximum capacity q'499-- cfm Ll Refrigctation ¢t . New Building ❑ Cooling Tower.Capacity ❑ Existing Building ❑ Fge Spnriklem Plumber of Heads ❑ Eievwmr: __Mann$ Escalator (Number) O cct Rcplamt of Existing System ❑ Gasoline Pumps _(Number) ❑ New Installation Tanks (Number) C [3 LPG ConUdners _.?lumber) (No*item Previously installed) ❑ Unfired Pressure Vessel ❑ Extema,or Add-on to Existing System ❑ Boilers ❑ Gas Piping . . • O Other-Specify — Q Other—Specify` LIST ALL UZ mmT AIR CONDMONING.REFRK:S)RA TION BQvIPMZN'r h COti1MOR'S Approving Number Uoif�s+ Des-iplioa Model a Manu&cdarr Too's Amy lr ` r-ane, 61 UL C-pMenncfWR' r U L 1 r 'la UL ffATt'u*l6-FURNACM aon.»s,MMAM&AM AAMyUM S Aptiroving Number Units Dcsaiptiort Model# m mafoctum BTU`S Agcy alE E 4 Tr 3Q UL- UL ,c r Et -�SV:* 'A Trane_ TANKS Net ftd Capacity lope Liquid serial pp"in Hour many D&Wnsiow Cantained Maaafaaucer No. A 800 Seminole Road a Atlantic Beacb,Florida 32233-5445 Pboae:(9"247-5M a Fax: ("4)Z4?S84S a httn:tfivww.ci.atiantic-beat-b.fLus Revised 1/94 ,. CITY OF ATLANTIC BEACH ' -` MECHANICAL PERMIT APPLICATION Date: J — Property Address: 9!5 C-OCOC SiteC-- R-:H A n+i C- Be - Owner: `t he S. Telephone#: Contractor: e'er ec-t CttffiK>�-lephone#: U Q(0 O ao Contractor Address: C P o :� l 9 Fax#: cAo a- T I 0 3 Contractor Signature: 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: ,�( Electric ❑ Gas: LP Natural Central Utility ❑ Oil ❑ Other—S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed X Central !Floor Residential LlAir Conditioning: Room xCentral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitya c4 CAC) cfin ❑ Refrigeration X New Building U Cooling Tower.Capacity a;Pm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlifi Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation r,y ❑ LPG Containers _ (dumber) (No system previously installed) W ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping . ❑ Other-Specify 1 ❑ Other—Specify`' LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency ems, e a U) Tran aut ,n tQR' D CQ C�t a u L OI r 'la U L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency �r a- C 3i7 4 T(-C4 50m Ll�-- r Q QCo U it l err aTLEIS73NfP Trane_ 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 9 Fax: (904)247-5845• http://ivww.ci.atlantic-beach.fl.us Revised 1/04 Hulsberg Engineering, Inc. 11481 St. Augustine Rd.,#202 Jacksonville,FL 32258 (904)886-2401 /FAX(904)260-4367 FL CA No. 25846 April 16, 2007 City of Atlantic Beach Building Dept. 800 Seminole Road Atlantic Beach, Florida 32233 PROJECT: Griffith residence 75 Coral St. Permit No. 07-00118 To Whom It May Concern: For the subject project, Wekiwa precast lintels may be substituted for Cast Crete precast lintels. Please note the same lintel reinforcing schedule indicated on the structural drawings will still apply. If you have any questions please contact me. Sinter Floy S. Simpson, P.E. FL PE 50791 FILE COPY CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD =' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000509 Date 4/25/08 Property Address . . . . . . 75 CORAL ST Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GRIFFITH WILLIAMS WELL DRILLING INC 75 CORAL STREET P. 0. BOX 330567 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-8489 ---------------------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/22/08 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone backflow preventer must be installed on customer side of City water service if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilties . ---------------------------------------------------------------------------- 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. MY OF ATLANTIC BEACH PERMIT s + J ? $ INC I ZONING DE+1PARTW[E T APPLICATION � '1 i 0000 Seminole Road- �r :k Atlantic Beach,Florida 32233 (404)247-7000 (404)247-5845 Fax vaww,cmab.us APPLICATION TRACKING FORM REQUIRED DEPT: /1► Y N PLAMNING Proporty Address. C.d44,L �7� � y BUILDING Y N PUBLIC WORKS AppHcan$; O ifi/'O•` S l,(,�1� �ll�►.� PUBLIC UTILITIES /, ,L Y N FIRE D€PT. ��oj ec$- W 7r t Y N PUBLIC SAFE`tt Lu -APPROVAL L) REQUIRED AGENCY: RECEIVED BY: INITIAL DATE: Z Y m D.E.P HUFSTETLER Y N S.J.R.W.M. CARPER r Y N ARMY CORPS of ENG CAPPER a Y IN HOTELS&RESAURANTS HUFSTETLER • APPLICATION STATUS ' CIRCLE ONE: 1 BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ® PA /g— PLANNING ® ® 2ND REV BUILDING PUBLIC ' UBLIC UTIL FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV ® ® ' S, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 i. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033390 Date 6f28/06 Property Address . . . . . . 75 CORAL ST Tenant nbr, name . . . . . . SEWER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor GRIFFITH CHRISTY FIRST COAST PLUMBING 75 CORAL STREET P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 ------------------------------------------------- - ----- -- ----- --- --- --- - - --- --- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES • CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION Date: o� USO Property Address: Owner: 0 Ai&NJ9Telepbone#: !d-7355 Contractor. FIA.',I &d- Teiepbone Contractor Address: &12V mlaajd t Fax#: -a'�,9bL1 In consideration of permit given for doing the work as described in the above statement,we hereby agtee to perfornn 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 recant edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, O New list the building permit number. O Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Wates* Ieaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X 57.00 + $35.00= 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800- Fax: (SO4)247.-5845- http.11www.ci.atiantic-beach.fl.us Revised 1104 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 R Application Number . . . . . 05-00031108 Date 8-/31/05 Property Address . . . . . . 75 CORAL ST Tenant nbr, name . . . . . SEPTIC TO SEWER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---------------- ------------------------ GRIFFITH, CHRISTOPHER CITY OF ATLANTIC BEACH 75 CORAL STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 --------------------- -------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check_ Fee . 00 Issue Date . . . . 8/31/05 Valuation . . . . 0 Expiration Date . . 2/28/06 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER IMPACT FEES 1250 . 00 SEWER TAP FEES 1450 . 00 Fee summary Charged Paid Credited Due. ----------------- ---------- ---------- ---------- ----- ----- a Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 2700 . 00 2700 . 00 . 00 . 00 Grand Total 2700 . 00 2700 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 BUIL OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAR Is ATLANTIC BEACH,FLORIDA 32233-4445 Lx# t '} y a CITY OF ATLANTIC BEACH; 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233BY- � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAR NO. ATLANTIC BEACH FLORIDA 322334445 WW1X SIRS II A €TI ': €31T RE#1695960010 08/25/2005 410-5506-535.34-07 2,700.00 GROSS RETAINAGE DISCOUNT NET $******2, 700.00 $******2,700.00 CITY OF ATLANTIC BEACH, FLORIDA UTILITY PAYMENT PLAN AGREEMENT PROPERTY DESCRIPTION: OWNER: Christopher L. & Jennifer W. Griffith 75 Coral Street Atlantic Beach, Florida 32233 PROPERTY ADDRESS: 75 Coral Street RE#: 169596 0010 LEGAL DESCRIPTION: 15-82 09-2S-29E Ocean Grove Unit No 1 S/D Pt Lot 7 Lot 20 Blk 8 TOTAL AMOUNT OF AGREEMENT: $3,323.47 This document shall serve as an extended payment agreement between you and the City of Atlantic Beach, Florida for the above listed total amount and for which said amount will be filed as a lien with the Clerk of the Circuit Court for Duval County, Florida until the entire balance is paid. CHARGES: Sewer Impact Fee $1,250.00 Sewer Tap Fee 1,450.00 Filing Fee 35.50 TOTAL CHARGES: $2,735.50 TOTAL AMOUNT FINANCED $2,735.50 TOTAL AMOUNT OF LIEN $3,323.47 TERMS: Number of Monthly Payments 120 Due Date Due monthly with your utility bill Billing Included on utility bill Late Charges 10% Failure to pay all charges will result in the water services being cut-off. Payment Amount $27.70 per month Total Interest over term of loan $587.97 Interest Rate 4.00% LIEN: A lien in the amount of the TOTAL AGREEMENT above shall be executed and recorded against the above referenced property. The owner hereby agrees to pay all recording fees and costs involved with the execution of the liep. Upon payment being made in full, the lien shall be released of record. .I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027578 Date 2/19/04 Property Address . . . . . . 75 CORAL ST Tenant nbr, name 4" AND 6" FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED a Application valuation . . . . 300 ' , Owner Contractor GRIFFITH, CHRISTOPHER OWNER 75 CORAL STREET ATLANTIC BEACH FL 32233 (904) 610-7355 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT 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 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT _L.--H= ins S. Doerr r 800 Seminole Road — —� J Atlantic Beach,Florida 32233 (904)247-5800 n,j'lq (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ()4— z:7 S`7 Fn Property Address: cC'-CDr-' Applicant: V-- 1`x-1 Project: This permit ap lication has been: ov Reviewed and the following items need attention: C le- a�- r Please re-submit your application when these items have been completed. Reviewed By: Date: r' CITY OF ATLANTIC BEACH � 3 FENCE PERMIT APPLICATION ) l� Date: 00)�j Job Address: Owner's Name: - Address: Phone: 20el— &l G- -7-365(MI) Legal Description: Block Number: Lot Number: cl� Zoning District: �Ie-�n16 -,)L f_Z Fence Contractor: -, Address: Phone _ ✓.�1 City: State: )CZZip:_ ,2Z Fax: Type of fence and materials to be used: t��} ,����„ /l/a ,( S C Valuation of fence:�°�(�(� G Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. ❑Interior Lot ❑ Corner Lot ❑ Dumpster or storage tank enclosure T e Protection: N0. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is cone t. ., , Signature of Owner: f Date: Signature of Con tr ct' Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: 11 D 1 Mailing Address:_1 / T �'" r � � � ' Phone: Fax: e E-Mail: "'- 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 - Jan 2O 04 04: 14p ncm SUR'!1E<Y I M3 904 -3014 61'75 p. 1 1AAP SHOWING BOUNDARY SURVEY OF LOT 20, BLOCK 8, OCEAN GROVE: I_JP,,rr no. 1, AS IN PLAT BOOK 15. PAG[ 82, OF THE CURRENT FU@LIC R.FCCRUS Cir C'IJVF,E. "OUNTY, hLQP UA. CERTIFIED i0: cllvdSloPHER AMD 1E1•!I!�F B GRIFi ilPl FIRST ±JAAIONAL DANK OF I1,ASS41jI CC?UNTY ATTORNE"S' TITLE INSUR,NCE -UNCI, INC. WILLIAM S N JR. LOT 1 BLOCK 8 LOT 2 _I 45,0J' (FLA-f' BLOCK 8 N 80'0,3'26" E 4�,Q r (MGAJU(�E(a} 04' FO''VD 1/1' REBAP. FO'JNO 1/' !RCN ".Pa IY LAS NO IDENTIFICATCH MD IO N1IFICAYICN %� City of Atlantic Beach Planning and Zoning Deparbnenli Is approval verifies compliance wft applicable oning, subdivision and other local land L07 20 velopment regulations, but does not constitute BLOCK 8 prove)for the Issuance of permits. Compliance j' h FJQ[ids Building Code and all other applicable p 1,State wW Federal permitting requirements w at ve d by signature of the C of Atlantic X a ui g MAW prior to I co ofs lid LLI CL 2J77 7,�j s mun eve meet \\ / � FRnME fir ' iMpdw ECD� HE� te: LOT 19 W FRauF BLOCKr; r r SHE x LLJ o 1 Jn!? 6.8'' W A I D f] ; I 0 14.8' Z .r:! 0Li M. P I ONE STORY Q FRAME 0) POSTED �; t3 7`i D.2 448 11.1, ~ X V) ,;,. ,•� T• ?A.T1O 0r i CORNER OF NTERSEC?ICN 1tJ.4•. b. i in 3.1'FOUND 1/2" (iON FIFE FOUND '/2"IRON Pip£ d \ N0 I0ENTPCAT10`.' NO IDENTIFICATION `�-- 1 S 80'27'55" W 44.88' (MEASURED) CORAL STR`ET 45.00' (FLAT) (40.0' RICHT OF WAY) LEGEND: ----_-- _ -- R . RADIUS —x— - FENCE _- L . XNGTr, (D n CONCRETE ---- — -- NOTES: REVISIONS t. BEARIN-35 AR;. BASED ON THE _ASSUMED EEAR'140 Cr h! 100000' W _ ALONO TaE WESTERLY BOUNDARY LINE OF SUB.ECT FARCE!_ GATE DESCRIPTION 2. E" GRAFHt^ FLOT?!NG ONL'! THE CAPTIONED LANDS LIE WIHIN ROOD ZONC k AS SHOWN ON THE NATIONA_ FLOOD INSJRANCE MAF DATED APRIL 17, 1989, COMrIUNI-Y I4IJK49ER 1120075,PANEL _-0-0-01-D_ 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS Or WAY AS PER RECORDED PLAT d/OR 71T-E COMM!TNEFT ,F SUPPLIED, LNLESS OTHERWISE STATED, NO OTHER TITLE `'ERIFICATON HAS BEEN PERFORMED 2Y T4E UNDERSIGNED 4, THIS SURVEY NOT VALID WTHUVT THE OR10NAL aIGNA%,-Z ANC Ei+SO> EC _CAL 07 THE CERT!FYI':G S'_'RS'EY::R. PSR 384$" 11715 1715 � I DEPARTMENT OF BUILDING, CITY OF ATLANTIC BEACH ----- PERMIT INFOIRMAT I ON ------ LOCATION I NFORMAT I ON - Permit Neer: 11.715 Address : 75 CORAL STREET Permit Type: RE-ROOF A.TLANTI BEACH, FLORIDA 32233 Class of Work: NEW --------- LEOAL DESCRIPTION _ Const r 'Type: ROOD FRAME Lot B`l ock: Section• Proposed Use: SINGLE P'AMILY Township`: RNLI: 0 Dwellings: 1 code. Q SulxdivisiQn" Estimated Value: $14S2 .00 Improv. Cost : $0:00 Total Fees $25 .;00 Amount id $2.5.00 D 4/ 5/96 Work APPLICATION FEES--------- r r:.r w Name:, CITY OF PLtRMIT $25 ..00 Add Y T1REET WATER IMPACT FEE $0.00 EACH, FLQRI) A 2 3 ;3 IMPACT FEE $0.00 P' 7 8 A AIL INFORMAT ON -- RADON CAS 5$ $0 .00 Name LT EACHES OOFING CAPITAL IMPROVE. $0.00 Address ' . 144 SE TERRA SEW r.R TAP oso .0d r Ky CN4S TION ,4 License: Typo: 0 SFC H IMPACT FEE $0.00 CONST-SURCHARGE .00 SCHAIRG9/ATL.BCH. $0. Q' NOTES:' NOME--ALL CONCRETE,FORMS AND FOOTINGS MUST SE INS PECTEDIBEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAT ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC,S LIEN LAW CAN RESULTIN THE PROPERTY OWNER PAY11SIGTWICE FO THE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TQ RE1tOCAQIR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Gate 4105196 01Dun '00100003rm00 ' ATLANTIC BEACH 13ILI;aJIhiG,,I?I " R14AENT t �. CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s) : C�t� 1 Address: 75- ( /c?/ Z- �7-, Phone: Lot # Block or Unit # Subdivision: Contractor: ARLINGTON BEACHES ROOFING, INC. Address: 1441 CESERY TERRACE City, State and Zip JACKSONVILLE, FL. 32211 Phone 744-8888 State License # RC0023962 c>Q Describe work to be performed: RE-ROOF: F/a 614 > ya2'5c 4 Valuation of Proposed Construction: Materials to be used: Signature of Owner; r Signature of Contractor: o -v-- Liability Insurance Supplied Workers Compensation Insurance Supplied _ License Information 5368 DEPARTMENT OF BUIt�* CITY OF ATLANTIC BEACH 711 PERMIT' INF`ORIIA'1"IQN ------ LOCATION INFORMATION Permituaaber: 5367 Addr0se t' 75 CITRAL STREET --Permit Ty}*t UTILITIES ATLANTIC BEACH, FLORIDA 32233 Class of Wbrk z NEW LEGAL DESCRIPTION Cons!str. : Type; N!ALot Bl' bek r Section,: Propos d Uoe s UTILITY T6v nship t RNG s4' 0 Dvollingv r , 2 Codes 0 Subdivision: Estimated values #0.00 mp'64. Costs, $0.00 , Tectal a *455.75 Amou .s. 465.75 Work " WATER, SERVICE , ATION AP" 'LIGATI©N FEES *0.00 Addr�s�w c BfiRE WAT IMPACT FEE 160.00 I H, 1<"I,.tII;I �� �� FEE F 4N, QIP.. 4 PhC RADON GAS-H. R.S. $0. 00 R q 11I~IDRMAT#N -_ - - RADON EAB -- 5% $0. 00 NamL QR S L)EPAR T MATEt TAI? 20. 75 A #aF SEWER T'AP20. 00 HYDRAULIC SHARE S0.Q0 Lica e� pa z O RE-INS PECT FEE SEC. H .rXPACT FEE $0.sem. NOTES*` NOTICE--ALL CONCRETE FORMS AND FOOTING$MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE Z'7 BUILDING MATERIAL,RUBBISH AND,DESRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AIgAY BY EITHER CONTRACTOR OR OWNER "FAILI TO: COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THEPROPERTY OWNE'R PAYING TWICE FOR BUIL©TNGIMPROV �t " TTIF. 09 ISSUED ACCORDING TO APPROVED FLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT T CATION FOO-75 VIOLATION OfAPPLICABtE PROVISIONS OF LAW. s.00, . ATLANTIC BEACH BUILDING DEPARTMENT By: y Pizicoe QUO APPLICATION FOR WATER AND/OR SEWER TAP C APPLICANT NAME- - _ _�-�2c �,/-/ C', � -------------------- _�� a MAIf.ING ADDRESS -------------------- PHONE NUMBER -=�) �-� <5 �f DATE SERVICE REQUESTED__ 3� L�:( _c �,Q�l>�_t�` ps ----------------------------------------------- SERVICE LOCATION__ _ ?^Q,__�f'__ _/_�t�. ----------------------- ------------------------------------------------ DATE SENT TO DATE RETURNED PUBLIC WORKS _ `� ----------------- TO BUILD. DPT. ---------------- DATE OWNER NOTIFIED------------------r-- c 0 - 41992 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. / r / BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF ,.2 I KITCHEN SINK (2) FAUCETS (2) DENTAL 2)DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) a BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) v URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH JOB INFORMATION