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336 10th St 2013 (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Q Property Owner: L'--7Z Phone # L) I DSL -DAJ ►D 2-1,-W7-1'I Contractor: Phone # Permit#: 03 _ Date Issued: lo- Z.-7-L3 Building Inspections: Footing Slab ,Z,r Tie Beam Lintel iA.iq.C_ Nailing / Sheathing ;•. Framing / Cover Up Insulation ,q Final Building 2 5 Tree Permit# — YES NO Electrical Permit# Date / Copy to " Z JEA Temp, Pole Permit# Date / Copy to JEA Temp. Power Letter Received: E NO Inspections: Rough Electric 6 Released to JEA - -p Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# - (a Inspections: R ugh L Final Z Plumbing Permit# t �� Inspections: Rough / Underslab Topout Water/ Sewer Final 2J 2W Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# �— Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: J Date Paid: Date Paid: FROM : ASSOCIATED SURVEYORS INC FAX NO. 90+4 771 659 Aug. it 2003 02:01PM P2 3 Ga ' MAP SHOWING BOUNDARY SURVEY OF ci THE EASTEBLT 40.00 FEET OF LOT 17 AND THE WESTERLY 10.0 FEST OF IAT 15, ALL IN BLOCK 12, ACC ARDING TO THE PLAT OF "ATLANTIC BEACH", AS RECORDED IN PIAT BOOR 5, PAGE 69 OF TRF, CURRENT PUBLIC RECORDS OF DUVAL COUFTY, FLORTIDA. CERTIFIED T0= C. DAVID BURBRIDGE AND StIANNON B. BURBRIDGE s,-P J • :: •r�1"r ed8,•;::;._�.l:.ea.!+;c'•:S.Dtw«�c.:.;. ...�" `.'. A.S3.4G'l�� 3d Ss l �Lf # o 14 e. v l T� iN; a a k Q' ;: � ti N o 1 0 1 Y p(� Tt{, E,'L Y 4C> vi ,fie 0 ` V N FE67 of 7 v T� r Ut 1 .N r, ,l .h• 0 .v/�seoa fSae�c F \1n IQ .N (�1 4/ h b A�Ssac.?u�4F. a 477, �o y E r D aENNE11wL �eores• J P '4 S 1. QNQL es.orf.�O.c�w.V Fe,e�rS SurveY. 2. .P,Pof 6+ONN.NFhEDN UES'OTHIN FLOOD ZONE X AS BEST ay . ASSOCIATED SURVEYORS INC. DETERMINED FROM.E,ENR YONFLOOO . THE ANEL EXTEND. / OAlOUNC) FOOTINGS.3.h115 IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGAOUNO FOOTINGS, w LAND k ENGINEERING SURVEYS PIPES AND 4.JURISDICTIONA I TIES, IF A ANO/OREWANY NDETERMINED. E RONMENTALLYSENSITIVE MEAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY S JACKSONVILLE. FLORIDA 32210 S,THIS SURVEY BASEO ON LEGAL DESCRIPTIONS FURNISHED. THE PUBUC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE. COVENANTS. RESTRICTIONS CLOSURES. TAKINGS OR ORDINANCES, ETC J O.S S v CERTIFICATE Of AUTHORIL.TTON NO. LB 0005"8 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHEAIPSE STATED ALL,IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER FAY LEUEND/AtAREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P,C.- POINT OF CURVE BTN.=BET`CI!N STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER ••ASSOC.SURVEY' DR..L-B.SA85 P.T. - PONT OF TANGENCY (CRD) = WORD 61G17-6, IDA ADMINISTRATION CODE, CHA TE 472, F.S. 46 FOUND IRON PIN OR PIPE (IP)) P.R.C. = POINT OF R£NERSF CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P-G,C, m POINT OF COMPOUND CURVE BY: (7� X CROSS CVT OR OmLAL HDLE C/L - CENTER LINE R/w-RIGHT OF wAr. (R) RECORD I. = ARC LENGTH C INC =CONCRETE N.T.= 9�nlDiNO PE CHARLES B_ HATCHER FLORIDA CIEFICATE N0. 71 R �RAOIus (►r) UE/SLIREO A\C NR-CONONM7NVI (E.7.) - LAvF, nE CHARLES L, STARLING FLORNDA CE FICATE NO. 4579 C k R COVENANTS k RESTRECTIONS wA6 =WATER METER UP- UiIUT/POLE RAYLIOND J. SC FLORIDA CE TIFICATE NO. 6132 O.R.V.-OFFICIAL RECORD VOLIUE P.EO. .POOL EOUPMENT =GUY MKHOR -P.RM. IIT lIfl CE WMDENT -O.U.--DAN HEAD UTILT M / JOB NO..37ZD7 DATE DG Ay4,�e�.� 8A.L BUILDING RESTRICTION UNE X--X FENCE N k D=NAIL k DISK SCALE: /••X20' DRAFTER �� .-. F-T. ELECTRIC TRANSFORUERL k PAD W�-VI WIRE FENCE E.B.-ETECTRC e0x ` :.,j:E,q �dACKSONVILLE EIECIRIC AUTIIDMIY I REF.COR.-REFERENCE CORNER , 0-0-6E 0-0-OE 0-9-G LTI �i� D i 1 A 1 W � I 3- W I I I C7 i D N -Zj V V I 1 M 40 O, C N C N NC4 N I O� I 0 01-1 ilk f N f N � t � 0 0-9-8 0-0-Si 0-0-6E U-9-LE N 1 0-0-92 o I 0-9-L 0-0-L m '79v ! v I b V O� 1 0 3i D W D D D D D D D 9v qa S b o I o d9d J I i i I y 1 a I I I 0 m A N 1 0 i o I 9 I D D D DD m m m m jm D d9 i I D D m 0 D a, f1 W m D C 9Vcn 1 0 9d 6j q7 ff I of Co H9 I ] 23 I IJ N 1 TJ °D 0 TJ 23 EJ - y q7 X UI Itl n n n E9 0 09 D N UI UI D o � 9tl i n 0-0-5 O-O-S 0-9-8 0-0-ST 0-9-LE 0-97 CJ'3 cm rnA Z.Kyo r I f1 CD z fA4k. CD a) ca tA Pi aI l cI, ro a, CD tape CC ro ru I ro 0-9- 0-0-4i NOLLdid,?530 JdAl PONVH ro 0-0-L crm 77c' r cn I v vo i E 4�D r 7 ry cn ` • � O� C, 79 D D D D CIO = SF tl S m V >c�' 9V� 2.R71 k ,� 9V k Rl eV I 2V IV 7 - v IV < IV 0 u� w v� IV .aG WW aN > UI C V b ago N TV t<t = D TV C') = IV ,L,',ri2y Z C W r8 ^> Fvn A o TV ri IVi D IV rii sip ZV EV � 4V 0 Z� SV al �..; � 'y �\ � V9V "S NO t\, o V qa J V v ,i � 391. m n HVA 3? JO dal TIVn3: N N IV o ry 0-0-bI Job ------- Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA _,_..__ 53013710 Al ROOF TRUSS 14 1 1-6 Reference Universa I,Forest Products,lnc., Burlington, NC 27215, M.Amerson 5.100 s May 30 2003 MiTek I dustries, Inc. Wed IJun 25 13:40:49 2003 Page 1 -2-0-0 6-9-9 10-0-0 15-0-0 20-0-0 23-2-7 30-0-0 32-0-0 2-0-0 6-9-9 3-2-7 5-0-0 5-0-0 3-2-7 6-9-9 2-0-0 Scale=1:55.8 3x6 TL20= 6.00 12 F 3x3 TL20= 3x3 TL20= 2x3 TL20 11 5x6 TL20 E G 2x3 TL20 I I D T H 5x6 TL20� C 0 00 3 LO W 10-0-0 cO B J A K 1 3x6 TL20= N M L 3x6 TL20= 5x4 TL20= 5x6 TL20= 5x4 TL20= 10-0-0 1 20-0-0 30-0-0 10-0-0 10-0-0 10-0-0 Plate Offsets X Y : [C:0-3-0,0-3-01, G:0-2-0 0-3-4 [H:0-2-6,0-0-121, J:0-0-1 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.50 B-N >705 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.75 L-N >473 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.06 J n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS 'Except* TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc T1 2 X 4 SYP No.2,T1 2 X 4 SYP No.2 purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-G REACTIONS (Ib/size) B=1419/0-5-8,J=1419/0-5-8 Max Horz B=307(load case 5) Max UpliftB--862(load case 5),J=-862(Ioad case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=43, B-C=-2342,C-D=-2072, D-E=-1649,E-F=288,F-G=288,G-H=-1649, H-1=-2072, 1-J=-2342,J-K=43 BOT CHORD B-N=1993, M-N=1705, L-M=1705,J-L=1993 WEBS D-N=784, H-L=784, E-G=-2027,C-N=-449, I-L=-449 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h-25ft;TCDL=4.2psf; BCDL=6.Opsf;Category II; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room. L-N 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 862 Ib uplift at joint B and 862 Ib uplift at joint J. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 3�-t1 ear —J o a ;7J! C\J A 't Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A1 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A2 ROOF TRUSS 2 1 - Job Reference o tional Universal,Forest Products,lnc.,Burlington,NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:31 2003 Page 1 2-0-0 7-11-1 13-0-0 17-0-0 22-0-15 30-0-0 32-0-0 2-0-0 7-11-1 5-0-15 4-0-0 5-0-15 7-11-1 2-0-0 Scale=1:64. 5x7 TL20= 6.00 12 5x5 TL20= D E 5x6 TL20 i 5x6 TL20 T C F 1 0 3 W 9 T R1 dA 1G H jc�o 0 5x6 TL20= M L K J I 5x6 TL20= 2x3 TL20 11 3x6 TL20= 2x3 TL20 11 3x4 TL20= 3x8 TL20= 7-11-1 13-0-0 17-0-0 22-0-15 30-0-0 7-11-1 5-0-15 4-0-0 5-0-15 7-11-1 Plate Offsets X Y ; [C:0-3-0,0-3-01,[D:0-5-4,0-2-81, E:0-2-8 0-2-4 [F:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.13 B-M >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) 0.09 A >300 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.08 G n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:163 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-8 oc bracing. WEDGE Left:2 X 4 SYP No.2, Right:2 X 4 SYP No.2 REACTIONS (Ib/size) 8=1213/0-5-8,G=1213/0-5-8 Max Horz B=272(load case 5) Max UpliftB=-835(load case 5),G=-835(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B-40,B-C=-1842,C-D=-1375, D-E=-1170, E-F=-1376,F-G=-1841,G-H=40 BOT CHORD B-M=1534, L-M=1531, K-L-1169,J-K=1169, 1-J=1530,G-1=1533 WEBS C-M=166,C-L=-478, D-L=374, D-J=3, E-J=374, F-J=-476,F-1=165 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h-25ft;TCDL=4.2psf; BCDL=6.Opsf;Category 11; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 835 Ib uplift at joint B and 835 Ib uplift at joint G. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard r -. er a� 1/ Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A2 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A3 ROOF TRUSS 2 1 - "- Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:32 2003 Page 1 -2-0-0 7-11-1 11-0-0 1 19-0-0 22-0-15 30-0-0 32-0-0� 2-0-0 7-11-1 3-0-15 B-0-0 3-0-15 7-11-1 2-0-0 Scale=1:57.1 5x5 TL20= 5x8 TL20= 2x3 TL20�� D E 6.00 12 2x3 TL20 C F 19 W2 W1 W2 CC 3 W G '4A 1 H 1,6 0 b 5x6 TL20= K J I 5x6 TL20= 3x8 TL20=3x6 TL20= 3x4 TL20= 11-0-0 19-0-0 30-0-0 11-0-0 8-0-0 11-0-0 Plate Offsets(X,Y): [D:0-3-0,0-2-81, E:0-5-8 0 2 4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.33 G-1 >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.87 G-1 >406 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.08 G n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 147 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 cc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-12 cc bracing. WEDGE WEBS 1 Row at midpt E-K Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=1213/0-5-8,G=1213/0-5-8 Max Horz B-240(load case 5) Max UpliftB--803(load case 5),G=-803(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40, B-C=-1780,C-D=-1542, D-E=-1351, E-F=-1541, F-G=-1780, G-H=40 BOT CHORD B-K=1485,J-K=1351, 1-J=1351,G-1=1485 WEBS C-K--2281 D-K=376, E-K=1,E-1=376, F-1=-229 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL-4.2psf; BCDL-6.Opsf;Category 11; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 803 Ib uplift at joint B and 803 Ib uplift at joint G. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. aa1 LOAD CASE(S) Standard �� \ r� t+A b O :7b:C;t CJ r!i u) Ub 1 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A3 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A4 ROOF TRUSS -- 2 1 Job Reference(optional) Universa!Forest Products,lnc., Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:32 2003 Page 1 l -2-0-0 , 7-11-1 0-0-9 15-0-0 21-0-0 30-0-0 32-0-0 2-0-0 7-11-1 1-0-15 6-0-0 6-0-0 9-0-0 2-0-0 Scale=1:57.1 5x7 TL20= 2x3 TL20\\ 2x3 TL20 11 5x7 TL20= 2x3 TL20 D E F 6.00 F12 CG 3 2 W11 W LO Li 1O B 1 H ca 14A I j'O O O 5x6 TL20= M L K J 5x6 TL20= 3x4 TL20= 3x6 TL20= 3x4 TL20= 3x8 TL20= 9-0-0 15-0-0 21-0-0 30-0-0 9-0-0 6-0-0 6-0-0 9-0-0 Plate Offsets X Y : [D:0-5-4,0-2-81,[F:0-5-4,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.15 B-M >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.42 B-M >839 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.08 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=1213/0-5-8, H=1213/0-5-8 Max Horz B=208(load case 5) Max UpliftB=-881(load case 5),H-881(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40, B-Cm-1826,C-D=-1684, D-E=-1713, E-F=-1713, F-G=-1684,G-H=-1826,H-1=40 BOT CHORD B-M=1524,L-M=1453, K-L=1453,J-K=1453, H-J=1524 WEBS C-M=-293, D-M=467, D-K=330, E-K=-338,F-K=330, F-J=467,G-J=-293 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.60. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 881 Ib uplift at joint B and 881 Ib uplift at joint H. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 4 7 4 CAC i c.CAS Ln !C ., �s /7 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A4 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A5 ROOF TRUSS --= 2 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:33 2003 Page 1 -2-0-0 11-0-0 19-0-0 30-0-0 32-0-0 2-0-0 11-0-0 8-0-0 11-0-0 2-0-0 Scale=1:56.9 7x10 M1118H= 7x10 M1118H= 5x4 TL20= 5x4 TL20= 6.00 12 C D E F W 1 W 1 to B 1G m `4A H 0 d 7x6 TL20= L K J I 7x6 TL20= 3x6 TL20= 5x10 M1118H WB= 3x6 TL20= 3x4 TL20= 7-0-0 15-0-0 23-0-0 30-0-0 i 7-0-0 8-0-0 8-0-0 7-0-0 Plate Offsets X Y: B:0-0-13,Ed a [C:0-5-0,0-1-71, G:0-0-13,Ed a K:0-5-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) 0.48 J >745 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.69 J-L >515 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.21 G n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 155 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-7 cc T2 2 X 6 SYP No.2 purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 3-1-14 cc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=2364/0-5-8,G=2364/0-5-8 Max Horz B=174(load case 5) Max UpliftB=-1840(load case 5),G=-1840(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-13=40, B-C=-4314,C-D=-3648, D-E=-4944,E-F=-3648, F-G=-4314,G-H=40 BOT CHORD B-L=3712,K-L®47391 J-K=47391 I-J=4739,G-1=3712 WEBS C-L=1694,F-1=1694, D-L=-1459, D-J=277, E-J=277, E-1=-1459 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL-6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1840 Ib uplift at joint B and 1840 Ib uplift at joint G. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Girder carries hip end with 7-0-0 end setback 10)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)474.81b down and 463.01b up at 23-0-0,and 474.81b down and 463.0Ib up at 7-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 11)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part ;,^ of the review or certification of the truss designer. " :k LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25, Plate Increase=1.25 a cxs Uniform Loads(plf) Vert:A-C=-54.0,C-F=-115.3, F-H=-54.0, B-L=-20.0, I-L=-42.7,G-1=-20.0 T M Concentrated Loads(lb) " N * Vert: L=-474.8 1--474.8 � r Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A5 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A6 ROOF TRUSS 6 1 Job Reference(optional) Universal Forest Products,lnc., Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:33 2003 Page 1 L -2-9-15 4-10-7 9-10-1 2-9-15 4-10-7 4-11-10 Sc01e- :21.3 4.24 12 3x4 TL20 C W1 G B W1 A F E 5x7 TL20= 2x3 TL20 11 2x5 TL20 4-10-7 , 9-10-1 4-10-7 4-11-10 Plate Offsets X Y : B:0-1-7 0-2-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.07 E-F >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.42 A >89 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEDGE Left:2 X 4 SYP No.2 REACTIONS (Ib/size) D=237/Mechanical,B=486/0-7-12, E=316/Mechanical Max Horz B=411(load case 3) Max UpliftD--354(load case 3), B=-643(load case 3), E=-322(load case 3) FORCES (lb)-First Load Case Only TOP CHORD A-G=36,B-G=36, B-C=-610,C-D=58 BOT CHORD B-F=542, E-F=542 WEBS C-F=96,C-E=-585 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL=6.Opsf;Category II; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 354 Ib uplift at joint D,643 Ib uplift at joint B and 322 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-G=-54.0 Trapezoidal Loads(plf) C r Vert:G=0.0-to-D=-133.6,B=-1.7-to-E=-49.5 �1 Lo °xA Ikkp Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A6 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A6A ROOF.TRUSS 16 1 0 " Job Reference(optional) Universa!Forest Products,Inc.,Burlington,NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:33 2003 Page 1 -2-0-0 5-0-7 2-0-0 5-0-7 C Scale=1:14. 6.00 12 Cq 1 B B1 A D 5x7 TL20= 5-0-7 5-0-7 Plate Offsets X Y : B:0-0-13 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.05 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.09 A >304 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/rP12002 (Matrix) Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2 X 4 SYP No.2 REACTIONS (Ib/size) C=97/Mechanical, B=322/0-5-8, D=47/Mechanical Max Horz B=278(load case 5) Max UpliftC=-152(load case 5), B--432(load case 5), D--66(load case 3) Max GravC-97(load case 1),B=322(load case 1), D=93(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=40, B-C-36 BOT CHORD B-D=O NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf; Category II; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;porch left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Coynt Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 Ib uplift at joint C,432 Ib uplift at joint B and 66 Ib uplift at joint D. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. •4 LOAD CASE(S) Standard 4" r LIS 4 CCD Ln dl.' CV Z �k: cv � Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A6A Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A68 ROOF TRUSS 18 1 -- Job Reference o tional Universal Forest Products,lnc., Burlington,NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:34 2003 Page 1 -2-0-0 3-0-7 2-0-0 3-0-7 C Scale=1:10.8 6.00 F12 B1A1 I T1 B1 A D 5x7 TL20= 3-0-7 3-0-7 Plate Offsets X Y : B:0-0-13,0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.01 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.15 A >176 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2 X 4 SYP No.2 REACTIONS (Ib/size) C-21/Mechanical, B=269/0-5-8, D=27/Mechanical Max Horz B=204(load case 5) Max UpliftC=-44(load case 4),B=-399(load case 5), D=-38(load case 3) Max Grav C-21(load case 1), B-269(load case 1), D-53(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-13=40, B-C=-65 BOT CHORD B-D=0 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint C,399 Ib uplift at joint B and 38 Ib uplift at joint D. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard : t` r CS, Ln i i �F C) r 61 ,F a. Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A613 Job Truss Truss Type Oty Ply Durham Lumber/06-25-03/MA � . 53013710 A6C ROOF TRUSS 18 1 Job Reference(optional) Universal Forest Products,lnc., Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:34 2003 Page 1 -2-0-0 1-0-7 C 2-0-0 1-0-7 Scale=1:7.0 6.00 12 B B1 T1 A D 3x4 TL20= 1-0-7 1-0-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.00 B >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 A >281 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc BOT CHORD 2 X 6 SYP No.2 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C--92/Mechanical,B=264/0-5-8,Dm10/Mechanical Max Horz B=137(load case 5) Max UpliftC=-92(load case 1), Ba-472(load case 5), D--14(load case 3) Max GravC-200(load case 5), B=264(load case 1), D-19(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-8=43, B-C=-80 BOT CHORD B-D=0 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL-4.2psf; BCDL=6.Opsf;Category II; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 Ib uplift at joint C,472 Ib uplift at joint B and 14 Ib uplift at joint D. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1 rJ ;3 •c::!,ri !Yl 4" Lr) Q _ Q tom, 1 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A6C Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 A7 ROOF TRUSS 20 1 Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries,Inc. Wed Jun 25 11:46:35 2003 Page 1 -2-0-0 7-0-0 i 2-0-0 7-0-0 C Scale=1:18. 6.00 12 19 1 B "t A D 5x7 TL20= 7-0-0 7-0-0 Plate Offsets(X,Y): [13:0-0-13,0-2-01 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) 0.20 B-D >390 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.20 A >135 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code FBC2001fT-P12002 (Matrix) Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2 X 4 SYP No.2 REACTIONS (Ib/size) C=159/Mechanical, B=386/0-5-8, D=66/Mechanical Max Horz B= 51(load case 5) Max UpliftC=-251(load case 5),B=-490(load case 5), D--94(load case 3) Max GravC=159(load case 1),B=386(load case 1), D=133(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-B=40, B-C=59 BOT CHORD B-D=0 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL=6.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 Ib uplift at joint C,490 Ib uplift at joint B and 94 Ib uplift at joint D. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard r' .w�n r Q a. .t z e k (Y i Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A7 Job Truss Truss Type __, Oty Ply Durham Lumber/06-25-03/MA 53013710 A8 ROOF TRUSS 5 1 Job Reference(optional) Universal Forest Products,lnc.,Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:36 2003 Page 1 2-0-0 4-2-12 7-0-0 2-0-0 4-2-12 2-9-4 D Scale=1:19. 3x4 TL20 6.00 12 C 1 2 W1 B W1 5x7 TL20= A E 3x6 TL20 11 2x3 TL20 4-0-0 4T2-12 7-0-0 r- 4-0-0 0-2-12 2-9-4 Plate Offsets(X,Y): B:0-1-1,0-2-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.05 B >937 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.15 A >157 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 D n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE Left:2 X 4 SYP No.2 REACTIONS (Ib/size) D-44/Mechanical, F=998/0-5-8,E=-429/Mechanical Max Horz F=351(load case 5) Max UpliftD=-74(load case 5), F--1198(load case 5), E=-429(load case 1) Max Grav D=44(load case 1),F=998(load case 1), E=542(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=39,B-C=591,C-D=-44 BOT CHORD B-F=-473, E-F=-473 WEBS C-F=-898,C-E=642 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL-6.Opsf;Category ll; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint D, 1198 Ib uplift at joint F and 429 Ib uplift at joint E. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. tr . LOAD CASE(S) Standard C=0 C-3 on c.i a Q 1 U-) L'1, L { 0 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710A8 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 B1 ROOF TRUSS i 1 Job Reference tnntinnnh Universal Forest Products,Inc.,Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:36 2003 Page 1 -2-0-0 7-0-0 13-0-0 19-0-0 26-0-0 28-0-0 2-0-0 7-0-0 6-0-0 6-0-0 7-0-0 2-0-0 Scale=1:49. 7x8 TL20= 3x6 TL20 11 7x8 TL20= 6.00 12 C D E 19 3 W2 :::: W B 1 F co I G o oA 5x6 TI 20= K J I H 5x6 TI-20= 2x3 TL20 11 3x10 MII18H= 2x3 TL20 11 3x8 TI 20= 7-0-0 13-0-0 19-0-0 26-0-0 7-0-0 6-0-0 6-0-0 7-0-0 Plate Offsets X Y : B:Ed a 0-2-0 , C:0-4-0,0-1-15 [E:0-4-0,0-1 15 F:Ed e,0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TC LL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.30 1 >999 240 M1118H 195/188 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.39 I-K >782 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.14 F n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except" TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc T2 2 X 6 SYP No.2 purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-1 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=2048/0-5-8,F=2048/0-5-8 Max Horz B=-174(load case 6) Max UpliftB 1629(load case 5),F=-1629(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40,B-C=-3647,C-D=-3949,D-E=-3949,E-F=-3647,F-G-40 BOT CHORD B-K=3132,J-K=3105, I-J=3105,H-1=3105,F-H=3132 WEBS C-K=680,C-1=989, D-1=-760,E-1=989, E-H=680 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)All plates are M1120 plates unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1629 Ib uplift at joint B and 1629 Ib uplift at joint F. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Girder carries hip end with 7-0-0 end setback 10)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)474.81b down and 463.01b up at 19-0-0,and 474.81b down and 463.Olb up at 7-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 11)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for "X conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to s to job names and locations are for administrative purposes only and are not part ( p�Z a specific building. An reference ;s of he review or certification of the truss designer. C\ -s c S'si.zul.'t L3LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) ' Vert:A-C=-54.0,C-E=-115.3,E-G=-54.0, B-K=-20.01 H-K=-42.7,F-H=-20.0 Concentrated Loads(lb) Vert:K--474.8 H=-474.8 '4 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:5301371061 Job Truss r_ Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 C1 ROOFTRUSS- 4 1 . Job Reference(optional) Universal Forest Products,lnc., Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:36 2003 Page 1 2-0-0 7-6-0 15-0-0 17-0-0 2-0-0 7-6-0 7-6-0 2-0-0 Scale=1:31. 5x5 TL20= C 6.00 12 D Bmi E Ti 1 A 5x7 TL20= F 5x7 TL20= 2x3 TL20 11 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets X Y : B:0-1-11 0-2-6 D:0-1-11 0-2-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.07 B-F >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.12 A >230 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 D n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:62 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=658/0-5-8,D=658/0-5-8 Max Horz B--183(load case 6) Max UpliftB--541(load case 5),D-541(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40,B-C=-725,C-D=-725, D-E=40 BOT CHORD B-F=561,D-F=561 WEBS C-F=185 NOTES (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL=6.Opsf;Category 11; Exp C;enclosed;MWFRS gable end zone;can left and right exposed ;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 541 Ib uplift at joint B and 541 Ib uplift at joint D. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. r T Jr, LOAD CASE(S) Standard f' s tu rh 1 CEJ } Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710C1 Job Truss Truss,Type ______- _ Qty Ply DurhamLumber/06 25 03/MA 53013710 C2 ROOF TRUSS 2 1 Job Reference optional) Universa!Forest Products,lnc.,Burlington,NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:37 2003 Page 1 2-0-0 7-0-0 8-0-0 15-0-0 17-0-0 2-0-0 7-0-0 1-0-0 7-0-0 2-0-0 Scale=1:34.1 5x5 TL20= 5x5 TL20= C D 6.00 V2 R �r E B � B F I� A 5x7 TL20= H G 5x7 TL20= 2x3 TL20 11 2x3 TL20 11 7-0-0 8-0-0 15-0-0 7-0-0 1-0-0 7-0-0 Plate Offsets X Y : 6:0-1-8 0-2-5 C:0-3-0 0-2-8 [D:0-3-0,0-2-81, E:0-1-8,0-2-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 B-H >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.11 A >240 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:66 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 4 SYP No.2, Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=658/0-5-8, E=658/0-5-8 Max Horz B=-176(load case 6) Max UpliftB=-535(load case 5), E=-535(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40, B-C=-726,C-D=-565, D-E=-726, E-F=40 BOT CHORD B-H=562,G-H=565, E-G=562 WEBS C-H=92, D-G=92 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf; BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 Ib uplift at joint B and 535 Ib uplift at joint E. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i i r� u7 r3x Cil %h Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710C2 Job Truss Truss Type Qty Ply DurhamLumber/06-25 03/MA 53013710 C3 ROOF TRUSS 2 1 , Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:55:47 2003 Page 1 -2-0-0 5-0-0 10-0-0 15-0-0 17-0-0 2-0-0 5-0-0 5-0-0 5-0-0 2-0-0 Scale=1:31.6 5x7 TL20= 5x6 TL20= C D 6.00F12 1 E B �AEll F 16 5x7 TL20= H G 5x7 TL20= 2x3 TL20 11 3x4 TL20= 5-0-0 10-0-0 15-0-0 5-0-0 5-0-0 5-0-0 Plate Offsets X Y): B:0-1-7,0-2-51, C:0-5-4 0-2-8 [D:0-3-0,0-2-01, E:0-1-3 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.07 G-H >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) 0.10 F >269 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 E n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:70 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEDGE Left:2 X 4 SYP No.2,Right:2 X 4 SYP No.2 REACTIONS (Ib/size) B=990/0-5-8,E=990/0-5-8 Max Horz B=-144(load case 6) Max UpliftB=-829(load case 5),E=-829(load case 6) FORCES (lb)-First Load Case Only TOP CHORD A-B=40,B-C=-1469,C-D=-1243,D-E=-1470, E-F=40 BOT CHORD B-H=1224,G-H=1242, E-G=1225 WEBS C-H=340,C-G=1,D-G=340 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph;h-25ft;TCDL-4.2psf;BCDL=6.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;can left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60. 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 829 Ib uplift at joint B and 829 Ib uplift at joint E. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Girder carries hip end with 5-0-0 end setback 9)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215.81b down and 210.51b up at 10-0-0,and 215.81b down and 210.51b up at 5-0-0 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. 10)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 1 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) \ tj�.; � Vert:A-C=-54.0,C-D=-88.3, D-F=-54.0, B-H=-20.0,G-H=-32.7, E-G=-20.0 Concentrated Loads(lb) ~ 4 Vert:H=-215.8 G=-215.8 Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710C3 Job Truss Truss Type Qty Ply Durham Lumber/06-25-03/MA 53013710 C4 TRUSS 4 1 Job Reference(optional) Universa!Forest Products,lnc.,Burlington,NC 27215, M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:57:25 2003 Page 1 -2-9-15 2-6-11 7-0-2 2-9-15 2-6-11 4-5-7 D Scale* 4.24F1-2 2x3 TL20 11 C 1 G B H 1 E131 A F E 3x4 TL20= 2x3 TL20 11 3x7 TL20 11 7-0-2 7-0-2 Plate Offsets X Y : [B:0-0-0,0-1-11,[B:0-1-9,0-8-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.05 E-F >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.48 A >79 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.02 D n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.1 D purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 4 SYP No.2 REACTIONS (Ib/size) D=175/Mechanical, B=350/0-7-12,E=77/Mechanical Max Horz B=237(load case 3) Max UpliftD--222(load case 3), B=-410(load case 3) Max Grav D=175(load case 1), B-350(load case 1), E=120(]oad case 2) FORCES (lb)-First Load Case Only TOP CHORD A-G=36,B-G=36, B-C=-73,C-D=45 BOT CHORD B-F=O,E-F=0 WEBS C-F-7 NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL-4.2psf; BCDL=6.Opsf;Category]l; Exp C;enclosed;MWFRS gable end zone;cantilever]eft and right exposed ;end vertical]eft and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 222 Ib uplift at joint D and 410]b uplift at joint B. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSIlTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, yj LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:A-G=-54.0 ` N Trapezoidal Loads(plf) \, 's. Lo ad Vert:G=0.0-to-D=-95.5,B=-1.7-to-E=-35.4 CQ y Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:53013710C4 Job Truss Truss Type Oty Ply Durham Lumber/06-25-03/MA 53013710 C5 ROOF TRUSS.,, Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215,M.Amerson 5.100 s May 30 2003 MiTek Industries, Inc. Wed Jun 25 11:46:38 2003 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 C Scale=1:14.6 6.00 F12 1 B B1 A D 5x7 TL20= 5-0-0 5-0-0 Plate Offsets(X,Y): B:0-6-0,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 B-D >999 240 TL20 245/193 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.09 A >295 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight:201b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP No.2 purlins. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Left:2 X 4 SYP No.2 REACTIONS (Ib/size) C=96/Mechanical,B=321/0-5-8,D=46/Mechanical Max Horz B=277(load case 5) Max UpliftC=-150(load case 5), B=-338(load case 5) Max Grav C-96(load case 1), B-321(load case 1), D=93(load case 2) FORCES (lb)-First Load Case Only TOP CHORD A-13=40,B-C=35 BOT CHORD B-D=O NOTES (6) 1)Wind:ASCE 7-98; 120mph;h=25ft;TCDL=4.2psf;BCDL=6.Opsf;Category ll; Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed ;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC 00. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 Ib uplift at joint C and 338 Ib uplift at joint B. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4"of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard v M C] [Q t: Ln t7 CNJ Customer No: 11310 Customer Name: DURHAM BUILDING MATERIALS Shop No: 53013710 Contractor/Job: BURBRIDGE RF Date Req:06/30/2003 Draw No:5301371005 SHOFFVER INDUSTRIES LEE GRA TTON .25 Jun 2003 8:50 am 5F31 S NC 62 , BURLINGTON, NC . 27215- (336)226-9356 FASTBeam®Engineering Ana__Lysis_@1996-2003 Georgia-Pacific Corporation Version: 3.4 Project : BS-0603.FBD DURHAM LUMBER - BURBRIDGE Mark# : 61 ATLANTIC BEACH, FLA Usage - Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5" 750 psi L 3.5", 750 psi 15' 10" LOADS Project Design Loads:Floor Live=40 psf, Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @Enc' @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0.. 15' 10" 18'0"+10'0"s.c.-FLOOR Uniform(plf 15 0 0 0 15' 10" Self Weight *Dimensions measured from left end whenspan#is 0, otherwise, from left end of the specified span. S UPPORTS(lbs) 1 2 Max R'n 8206 8206 Min R'n 2324 2324 DL R'n 2324 2324 Min Brg(in.) 3.13 3.13 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6673 1 0'2" 21 10640 100% 0.63 M(ft-lbs) 32483 1 7- 11" 21 35556 100% 0.91 LtRn(lbs) 8206 0 0.0.. 21 9188 100% 0.89 See Note#5 RtRn(lbs) 8206 0 15' 10" 21 9188 100% 0.89 See Note#5 LLDefl(in.) 0.47 1 7' 11" 21 0.53 U401 TLDefl'in.) 0.66 1 7' 11" 21 0.79 U288 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combinatior of lc, -is 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or eu jally from both sides. 10. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP, change to expanded printout. L'6r:n�_%-_ (not woM without signature) Lech Alexander P.E. JUN 2 5 2003 Flodda PE License #.30092 Durham Building Supply Burbridge B1 BS-0603 53601052 SHOFFN'ER INDUSTRIES LEE GRATTON 25 Jun 2003 8:50 am 5F31 S NC 62 , BURLINGTON, NC . 27215- (336)226-9356 FASTBeam®Engineering Analysis©1996-2003 Georgia-Pacific Corporation Version: 3.4 Project : BS-0603.FBD DURHAM LUMBER-BURBRIDGE Mark# : B2 ATLANTIC BEACH, FLA Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 750 psi 3.5", 750 psi 13' 0" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,-Roof:Live=20 psf, Dead=20 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100°/0 0 U 0" 13'0" 19'5"s.c.-FLOOR 2 Uniform(plf) 80 0 100% 0 010" IT 0" WALL 3 Span Carried(psf) 40 20 125% 0 010.. 13'0" 30'0"s.c.-ROOF Uniform(plf) 15 0 0 0 IT 0" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 7986 7986 Min R'n 3514 3514 DL R'n 3514 3514 Min Brg(in.) 3.04 3.04 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 6168 1 11'6" 71 13300 125% 0.46 M(ft-lbs) 25954 1 6-6" 71 44445 125% 0.58 LtRn(lbs) 7986 0 0.0.. 71 9188 100% 0.87 See Note#5 RtRn(lbs) 7986 0 13'0" 71 9188 100% 0.87 See Note#5 LLDefl(in.) 0.21 1 66" 71 0.43 L/748 TLDefl(n.) 0.37 1 6'6" 71 0.65 U419 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. (riot valid without signature) Lecil Alexander P.E. JUN 2 5 2003 Florida PE License #30092 Durham Building Supply Burbridge B2 BS-0603 53601053 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Burbridge residence Builder: Address: 10th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: David Burbridge Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 __ 4. Number of Bedrooms 4 - b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditioned floor area(ft2) 3529 ft2 c. Central Unit Cap: 18.0 kBtu/hr 7. Glass area&type _ SEER: 10.00 __ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 - a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:6.80 _ d. Tint/other SHGC-double pane 405.0 112 b. Electric Heat Pump Cap:36.0 kBtu/hr _ 8. Floor types - HSPF:6.80 _ a. Raised Wood,Stem Wall R=19.0, 1596.0W _ c. Electric Heat Pump Cap: 18.0 kBtu/hr _ b. Raised Wood,Adjacent R=19.0,363.0W _ HSPF:6.80 _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:80.0 gallons _ a. Frame,Wood,Exterior R=19.0,3474.0 ft2 _ EF:0.91 _ b. N/A _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1959.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft2 _ MZ-C-Multizone cooling, b. 2 Others 225.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 42026 PASS Total base points: 48867 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this di 0e S743' Energy Code. calculation indicates compliance �w�,,,;% ',,.0 PREPARED BY: '� with the Florida Energy Code. ///ll - is Before construction is completed R DATE: z S/Da this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. Dove OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 2-G O 3 EnergyGauge®(Version: FLR1 PB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3529.0 20.04 12729.8 Double,U=0.87,SHGC=0.66 N 9.0 6.0 12.0 19.20 0.65 150.7 Double,U=0.87,SHGC=0.66 N 9.0 6.0 22.0 19.20 0.65 276.3 Double,U=0.87,SHGC=0.66 W 2.0 6.0 33.0 38.52 0.85 1079.8 Dou1ble,U=0.87,SHGC=0.66 W 2.0 6.0 12.0 38.52 0.85 392.7 Double,U=0.87,SHGC=0.66 W 2.0 6.0 10.0 38.52 0.85 327.2 Double,U=0.87,SHGC=0.66 W 2.0 6.0 17.0 38.52 0.85 556.3 Double.U=0.87,SHGC=0.66 S 9.0 6.0 22.0 35.87 0.47 373.4 Double,U=0.87,SHGC=0.66 E 20.0 6.0 10.0 42.06 0.36 150.1 Double,U=0.87,SHGC=0.66 S 13.0 6.0 22.0 35.87 0.45 352.6 Double,U=0.87,SHGC=0.66 E 2.0 6.0 33.0 42.06 0.85 1177.1 Double,U=0.87,SHGC=0.66 E 2.0 6.0 8.0 42.06 0.85 285.4 Double,U=0.87,SHGC=0.66 E 2.0 6.0 11.0 42.06 0.85 392.4 Double,U=0.87,SHGC=0.66 N 2.0 6.0 41.0 19.20 0.90 708.6 Double,U=0.87,SHGC=0.66 W 2.0 6.0 35.0 38.52 0.85 1145.3 Double,U=0.87,SHGC=0.66 W 2.0 6.0 4.0 38.52 0.85 130.9 Double,U=0.87,SHGC=0.66 S 2.0 6.0 12.0 35.87 0.78 334.0 Double,U=0.87,SHGC=0.66 S 6.0 6.0 20.0 35.87 0.52 373.4 Double,U=0.87,SHGC=0.66 W 2.0 6.0 33.0 38.52 0.85 1079.8 Double,U=0.87,SHGC=0.66 W 2.0 6.0 8.0 38.52 0.85 261.8 Double,U=0.87,SHGC=0.66 W 2.0 6.0 8.0 38.52 0.85 261.8 Double,U=0.87,SHGC=0.66 E 2.0 6.0 12.0 42.06 0.85 428.1 Double,U=0.87,SHGC=0.66 S 2.0 6.0 3.0 35.87 0.78 83.5 Double,U=0.87,SHGC=0.66 W 2.0 6.0 17.0 38.52 0.85 556.3 As-Built Total: 405.0 10877.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 19.0 3474.0 0.90 3126.6 Exterior 3474.0 1.70 5905.8 Base Total: 3474.0 5905.8 As-Built Total: 3474.0 3126.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 72.0 6.10 439.2 Exterior 72.0 6.10 439.2 Adjacent Wood 21.0 2.40 50.4 Base Total: 93.0 489.6 1 As-Built Total: 93.0 489.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1959.0 1.73 3389.1 Under Attic 30.0 1959.0 1.73 X 1.00 3389.1 Base Total: 1959.0 3389.1 As-Built Total: 1959.0 3389.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1596.0 -1.50 -2394.0 Raised 1959.0 -3.99 -7816.4 Raised Wood,Adjacent 19.0 363.0 0.40 145.2 Base Total: -7816.4 As-Built Total: 1959.0 -2248.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 3529.0 10.21 36031.1 3529.0 10.21 36031.1 Summer Base Points: 50729.0 Summer As-Built Points: 51664.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 51664.8 0.385 (1.000 x 1.147 x 0.91) 0.341 0.950 7233.0 51664.8 0.385 (1.090 x 1.147 x 0.91) 0.341 0.950 7233.0 51664.8 0.231 (1.090 x 1.147 x 1.00) 0.341 0.950 4339.8 50729.0 0.4266 21641.0 51664.8 1.00 1.123 0.341 0.950 18805.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3529.0 12.74 8092.7 Double,U=0.87,SHGC=0.66 N 9.0 6.0 12.0 24.58 1.02 301.6 Double,U=0.87,SHGC=0.66 N 9.0 6.0 22.0 24.58 1.02 553.0 Double,U=0.87,SHGC=0.66 W 2.0 6.0 33.0 20.73 1.04 713.3 Double,U=0.87,SHGC=0.66 W 2.0 6.0 12.0 20.73 1.04 259.4 Double,U=0.87,SHGC=0.66 W 2.0 6.0 10.0 20.73 1.04 216.1 Double,U=0.87,SHGC=0.66 W 2.0 6.0 17.0 20.73 1.04 367.4 Double,U=0.87,SHGC=0.66 S 9.0 6.0 22.0 13.30 3.28 958.1 Double,U=0.87,SHGC=0.66 E 20.0 6.0 10.0 18.79 1.51 283.2 Double,U=0.87,SHGC=0.66 S 13.0 6.0 22.0 13.30 3.54 1035.7 Double,U=0.87,SHGC=0.66 E 2.0 6.0 33.0 18.79 1.06 657.7 Double,U=0.87,SHGC=0.66 E 2.0 6.0 8.0 18.79 1.06 159.4 Double,U=0.87,SHGC=0.66 E 2.0 6.0 11.0 18.79 1.06 219.2 Double,U=0.87,SHGC=0.66 N 2.0 6.0 41.0 24.58 1.00 1012.4 Double,U=0.87,SHGC=0.66 W 2.0 6.0 35.0 20.73 1.04 756.5 Double,U=0.87,SHGC=0.66 W 2.0 6.0 4.0 20.73 1.04 86.5 Double,U=0.87,SHGC=0.66 S 2.0 6.0 12.0 13.30 1.26 200.8 Double,U=0.87,SHGC=0.66 S 6.0 6.0 20.0 13.30 2.73 726.4 Double,U=0.87,SHGC=0.66 W 2.0 6.0 33.0 20.73 1.04 713.3 Double,U=0.87,SHGC=0.66 W 2.0 6.0 8.0 20.73 1.04 172.9 Double,U=0.87,SHGC=0.66 W 2.0 6.0 8.0 20.73 1.04 172.9 Double,U=0.87,SHGC=0.66 E 2.0 6.0 12.0 18.79 1.06 239.2 Double,U=0.87,SHGC=0.66 S 2.0 6.0 3.0 13.30 1.26 50.2 Double,U=0.87,SHGC=0.66 W 2.0 6.0 17.0 20.73 1.04 367.4 As-Built Total: 405.0 10222.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame.Wood, Exterior 19.0 3474.0 2.20 7642.8 Exterior 3474.0 3.70 12853.8 Base Total: 3474.0 12853.8 As-Built Total: 3474.0 7642.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 72.0 12.30 885.6 Exterior 72.0 12.30 885.6 Adjacent Wood 21.0 11.50 241.5 Base Total: 93.0 1127.1 1As-Built Total: 93.0 1127.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1959.0 2.05 4015.9 Under Attic 30.0 1959.0 2.05 X 1.00 4015.9 Base Total: 1959.0 4015.9 As-Built Total: 1959.0 4015.9 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Stem Wall 19.0 1596.0 0.80 1276.8 Raised 1959.0 0.96 1880.6 Raised Wood,Adjacent 19.0 363.0 2.20 798.6 Base Total: 1880.6 As-Built Total: 1959.0 2075.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 3529.0 -0.59 -2082.1 3529.0 -0.59 -2082.1 Winter Base Points: 25888.1 Winter As-Built Points: 23001.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 23001.8 0.400 (1.000 x 1.169 x 0.93) 0.501 0.950 5039.2 23001.8 0.400 (1.069 x 1.169 x 0.93) 0.501 0.950 5039.2 23001.8 0.200 (1.069 x 1.169 x 1.00) 0.501 0.950 2519.6 25888.1 0.6274 16242.2 23001.8 1.00 1.150 0.501 0.950 12598.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 80.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 21641 16242 10984 48867 1 18806 12598 10622 42026 PASS P , ZHE srg1�o EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 10th St, Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate,joints between exterior wall panels at corners;utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to-the tollate. 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. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/ResFREE'2001 FLR1 PB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score,the more efficient the home. David Burbridge, 10th St, Atlantic Beach, FI, 1 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 - 4. Number of Bedrooms 4 - b.Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No - SEER: 10.00 - 6. Conditioned floor area(ft2) 3529 ft2 c. Central Unit Cap: 18.0 kBtu/hr - 7. Glass area&type - SEER: 10.00 - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 - a. Electric Heat Pump Cap:36.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:6.80 _ d.Tint/other SHGC-double pane 405.0 ft2 b. Electric Heat Pump Cap:36.0 kBtu/hr - 8. Floor types - HSPF:6.80 - a. Raised Wood,Stem Wall R=19.0,1596.0ft2 _ c. Electric Heat Pump Cap: 18.0 kBtu/hr - b. Raised Wood,Adjacent R=19.0,363.0W - HSPF:6.80 _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:80.0 gallons - a. Frame,Wood,Exterior R=19.0,3474.0 ft2 - EF:0.91 - b.N/A - b.N/A - c. N/A - - d.N/A - c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1959.0 W _ 15. HVAC credits MZ-C,MZ-H - b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0,150.0 ft2 - MZ-C-Multizone cooling, b. 2 Others 225.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 04 THE s7, in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a° 1,1, �yS Address of New Home: City/FL Zip: COD wE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStardesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.22) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone 1 r' Energy Design Systems Job: T126103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904287-1258 Email.energydesign@oomcast.net Project Infs a For: David Burbridge 10th St,Atlantic Beach, FI Notes: !eInformation Weather: Jacksonville, Mayport Naval, FL ,US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 17525 Btuh Structure 19651 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 17525 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 19061 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 5179 Btuh Area (ft2) 1570 1570 Total latent equip. load 6099 Btuh Volume (fP) 15700 15700 Air changes/hour 0.79 0.45 Total equipment load 25160 Btuh Equiv.AVF(cfm) 207 118 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjC_jHtsoft Right-Suite Residential—5.066 RSR29784 2003-Jul-25 22.08:56 #Xk C\Documents and Settings\customer\My Documents\Wrightsoft\Burbndge res 10th St Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Z Energy Design Systems Job: 7125103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project Information e 7 For: David Burbridge 10th St,Atlantic Beach, FI Notes: Design s a Weather: Jacksonville,Mayport Naval,FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative fiumidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 14409 Btuh Structure 22144 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 14409 Btuh Use mfg: data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 21479 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3551 Btuh Area (ft') 1596 1596 Total latent equip. load 4471 Btuh Volume (ft) 14364 14364 Air changes/hour 0.59 0.34 Total equipment load 25950 Btuh Equiv.AVF (cfm) 142 81 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heatinginput Sensible cooling 0 Btuh Heatinouput 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. • wrightsoft Right-Suite Residential—5.066 RSR29784 2003-Jul-25 22:08:56 Page 2 -"(A C:\Documents and Settings\customer\My Documents\Wrightsoft\Burbridge res 10th St Atl Bch rsr RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone 3 Energy Design Systems Job: 7125103 1065 Oak Vale Rd,Jacksonville,A 32259 Phone:904-287-5339 Fax.904-287-1258 Email energydesign@comcast.net TNT RM a ME For: David Burbridge 10th St,Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport Naval, FL ,US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF b 72 OF Inside db 72 OF Inside d Design b 33 °F Design TD 20 OF Daily range L o Relative humidity 50 /o Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 4767 Btuh Structure 6366 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 4767 Btuh Use mfg; data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 6175 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average0 Internal gains 920 Btuh Fireplaces Ventilation 0 Btuh Heating Cooling Infiltration 1040 Btuh Area (ft) 363 363 Total latent equip. load 1960 Btuh Volume (ft) 3267 3267 Air changes/hour 0.76 0.24 Total equipment load 8135 Btuh Equiv.AVF (cfm) Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a n/a Efficiency n/a Efficiency 0 Btuh Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 cfm Actual heating fan 0 cfm Actual cooling fan Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2003-Jul-25 22:08:56 Wrygf"7tSOft Right-Suite Residential T"5 066 RSR29784 Page 3 c:\Documents and Settings\customerwy Documents\Wrightsoft\Burbridge res 10th St Atl Bch.rsr CITY OF ATLANTIC BEACH 800 SE IINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r'!r3s3�Vis' I Application Number . . . . 06-00033875 Date 9/08/06 Property Address . . . . . . 336 10TH ST Application type description PLUMBING ONLY Property Zoning . . . . . TO BE UPDATED Application valuati n . . . . 0 Application desc IRRIGATION ----------------------------------------- Owner Contractor --- --------------------- BURBRIDGE, DAVID DOLPHIN IRRIGATION INC 336 10TH ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 247-2630 ----------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc .00 Permit Fee . . . 50 . 00 Plan Check Fee Issue Date Valuation . . . . 0 Expiration Date 3/07/07 --------- _--_---1_________________________ -------------------- Fee summary charged Paid Credited Due ----- --------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 1� I PERMIT Is APPROVED ONLY IN ACCORD i CE VnTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. —� .. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: U Property Address: 336, z0 Owner: 46ozA n Z ( e Telephone#(904) (/'7Z-S/1/ Contractor: &9 L, ;V_17V r;t n G,V7 r0 r-J Telephone#:(9a!e) 7C"7- v o Contractor Address: /`'�d 1r it1X17JL6�`1 �- 3-2, I�' Fax#�9 N)--7s'I-33Id 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 practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, • ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters jC Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road s Atlantic Beach, Florida 32233445 Phone: (904)247-5800• Fax: (904)247-5845. http:/Iwww.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/02/05 Parcel Number . . . . . 170037-0001- Property Address . . . 336 10TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BURBRIDGE, DAVID Contractor . . . . . . OWNER Application number 03-00026669 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . Occupancy type . . . . Flood Zone . . . . . Special conditions . . THIS IS A CONDITIONAL CERTIFICATE OF OCCUPANCY. OWNER IS ALLOWED TO MOVE IN AND OCCUPY RESIDENCE PRIOR TO FINAL LANDSCAPING AND SODDING WITH THE UNDERSTANDING THAT IF LANDSCAPING IS NOT COMPLETED BY 2/28/05 THE UTILITIES WILL BE SHUT OFF. Approved . . . . . . . uilding Of cial VOID UNLESS SIGNED BY BUILDING OFFICIAL Schlueter, Jennifer From: Kaluzniak, Donna Sent: Wednesday, February 02, 2005 3:17 PM To: Schlueter, Jennifer Subject: FW: 336 10th Street CO Jenny, Malcolm & Chris checked 336 10th--all OK and ready to go! -Donna From: Walker,Chris Sent: Wednesday, February 02, 2005 2:44 PM To: Kaluzniak,Donna Subject: RE: 336 10th Street CO Everything looks great here. -----Original Message----- From: Kaluzniak, Donna Sent: Wednesday, February 02, 2005 11:44 AM To: Walker,Chris; Clemons,Malcolm Subject: FW: 336 10th Street CO From: Schlueter,Jennifer Sent: Wednesday, February 02,2005 11:42 AM To: Kaluzniak, Donna Subject: 336 10th Street CO Donna, Just making sure Public Utilities has no hold ups on issuing a CO for David Burbridge at 33610th St. I have conditional approval from Public Works and Building and Zoning have approved. Tx, Jenny 1 Building, Planning & Zoning Zonintion CITY OF ATLANTIC BEACH InspeDepartment CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: ✓ d -Ae") Permit #-. Property Address: 33 S+ 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: 0 Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of occupancy: Department Date Notified Date Approved Approved By Fire Dept. _— - Public Works Public Utilities Planning Dept. p S' 2- . 2 - o Building Dept. 2 I . 0S- 2 2 - o Final Survey with FFE Q� Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No To:The City of Atlantic Beach From: David Burbridge RE:C.O. Site/Landscaping plan for 336 10th St,Atlantic Beach I, David Burbridge/home owner, request to move in and occupy the property at 336 10th St prior to final landscaping and sodding. I recognize that if the final landscaping is not completed by 2/28/2005 the utilities to the property will be cut off. 6a C. David Burbridge U 2/1/2005 e, , Li 1 L4 (4 V 2 I O _1 O tire'. JENNIFER SCHLUETER MY COMMISSION#DD 121301 = EXPIRES:May 27 2006 %'s PF Banded Thru Notary Pubk Underwriters ■ ■ ■ j_%t1QJ1 CITY OF ATLANTIC BEACH J v 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 hftp://ci.atianfirbeach-fl.us FAX To: P)1 OC- CQ YIQ tX Fax#: 2H --A From: Date: _?� 21 S Pages: 2 Re: CC 4�� �33 U ❑ Urgent tr For Review ❑ Please Reply Notes: PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Feb 012005 4:01 PM Last Transaction Date Lmgn Tvne Identification Duration Pages Result Feb 1 3:59PM Fax Sent 92475843 1:16 2 OK 13007D WDOSA02-A B&B EXTERMINATING COMPANY, INC. 215 OSCEOLA STREET • JACKSONVILLE, FLORIDA 32204 (904) 389-3323 • FAX (904) 389-9606 j RETREATMENT AND REPAIR r/ SUBTERRANEAN TERMITE PRETREAT SERVICING AGREEMENT Customer Name: DAVID B U R B R I D G E Telephone No. Covered Premises Address: 336 10TH ST . City: ATLANTIC BEACH State: FL Zip Code: 32233 Treatment Date: 12 /12 /03 WDO Treatment Sticker Location: Type of Structure: o U s e Type Treatment: Preventive Presumptive(affected wood but no live termites) Existing(affected wood and live termites) THIS AGREEMENT WILL BECOME EFFECTIVE UPON PAYMENT IN FULL AND IS SUBJECT TO THE GENERAL TERMS AND CONDITIONS ATTACHED HERETO. IN SUMMARY, THIS AGREEMENT PROVIDES FOR RE-TREATMENT AND REPAIRS FOR NEW DAMAGE WITH A LIVE INFESTATION TO AN AGGREGATE OF $50,000.00 SUBJECT TO THE GENERAL TERMS AND CONDITIONS. COVERAGE: For a period of one year beginning on the treatment date shown above, B&B Exterminating agrees to provide the necessary nice andttrUeatSeft jor the control of subterranean termites for the covered premises(also referred to as"structure")for the sum of $ ,payable on completion of treatment by cash,check or credit card accepted by B&B Exterminating. In addition,B&B Exterminating will perform any further re-treatment it finds necessary,free of charge during the initial and renewal terms of this agreement,subject to the general terms and conditions attached to this Agreement.This Agreement covers Subterranean Termites only. REPAIR:Subject to the general terms and conditions attached,if subterranean termite damage occurs in or on the covered premises,or its contents, while this agreement is in effect, then B & B Exterminating will be responsible for the reasonable costs of repairs as determined by B&B Exterminating,subject to the above limitation.B&B Exterminating is not responsible for any repair payments unless B&B Exterminating has been given the opportunity to inspect the covered premises in the area requiring repair prior to the start of any repair. RENEWAL:This agreement is renewable from year-to-year,upon reinspection of the covered premises by B&B Exterminating and upon payment of an annual renewal fee as follows: Renewal month/year Dec 2004 Amount: 255 .00 Renewal month/year Dec 2006 Amount: 255 .00 Renewal month/year Dec 2005 Amount: 2 5 5 .00 Renewal month/year Dec 2007 Amount: 255 .00 Following the expiration of the fourth year renewal,B&B Exterminating reserves the right to completely retreat the covered premises at a rate to be determined by B&B Exterminating,subject to B&B Exterminating and customer entering into a new servicing agreement. TERMINATION: This agreement may be terminated by B&B Exterminating at any time if customer fails to comply with its obligations under the agreement and the general terms and conditions attached.The customer must pay the annual renewal fee during the expiration month(initial treatment expiration month is the expiration month each year)of the previous agreement,or the agreement will be terminated for nonpayment. TRANSFER OF OWNERSHIP AND STRUCTURAL CHANGES:The customer agrees to notify B&B Exterminating of any additions and/or alterations to the treated structure.This may require the customer to pay for additional treatment,service charges,and/or adjustment to the annual renewal fee.In the event the property is sold,within the fourth year renewal and the agreement is currently up to date,it will be transferred to the new owner upon closing.Seller or buyer must notify B&B Exterminating of change of ownership so we may transfer all information to the new owner. The annual renewal fee will not be refunded in whole or in part due to transfer of ownership of the treated structure. CHEMICAL SENSITIVITY:At the customer's written request,B&B Exterminating will provide information about the chemicals to be used in treating the covered premises.If customer or any member of his/her household are or may be sensitive to chemicals or chemical odors, customer should consult with his/her physician before chemicals are applied in, on, or under the structure. Please notify B&B Exterminating in writing of any chemical sensitivity you may have. RELEASE AND INDEMNIFICATION:Customer expressly releases B&B Exterminating for injuries to persons or property on the covered premises arising out of or caused by any termite treatment or negligence or alleged negligence of B &B Exterminating or any of its employees,agents or representatives.Further,customer agrees to indemnify and hold harmless B&B Exterminating from any claims or causes of action brought by any third person or party asserting injury to person or property arising out of or caused by any termite treatment or negligence or alleged negligence of B&B Exterminating or any of its employees,agents or representatives. ARBITRATION:The customer and B&B Exterminating agree that any controversy or claim between them,arising out of or relating to the interpretation, performance or breach of any provisions of this agreement,shall be settled exclusively by arbitration administered by the American Arbitration Association, under its commercial arbitration rules, and judgment on the award rendered by arbitrator(s) may be entered in any court having jurisdiction.In no event shall either party be liable to the other for indirect,special,or consequential damages or loss of anticipated profits. EXISTING CONDITIONS:The following conditions that are conducive to termite infestation and/or factors that inhibit treatment procedures were found to be present at the time of execution of this agreement. In the event of a termite occurrence related to these factors or conditions, the customer agrees to accept responsibility for the expense of treatment and/or damage caused by these specified subterranean termite(s): CONDITIONS CONDUCIVE TO INFESTATION. The customer warrants full cooperation with the company during the term of this agreement,and agrees to maintain the area(s)treated free from any factors contributing to the infestation,such as wood,trash,lumber,direct wood-soil contact,standing water under pier type structure,or as noted elsewhere herein.Siding material,planter boxes and other obstacles may require movement or removal as specified in the general terms of this agreement.The customer also agrees to notify the company of, and to eliminate,faulty plumbing,leaks, cracks in concrete foundation,dampness from drains,condensation or leaks from roof or otherwise into,onto,or under the area(s)treated.At no time will damage caused to any portion of the structure(s),even by an active wood destroying insect infestation, be the responsibility of the company in areas where of the conditions described in this paragraph exist. Failure of the company to alert the customer to any of the above conditions does not alter the customer's responsibility under this paragraph. The printed form of this agreement contains all of the terms and conditions of the agreement and no other representations or statements will be binding upon the parties.The headings are for convenience and ease of reference only,and do not necessarily reflect only what is referenced in the heading.No alterations of or additions to this agreement(other than information to fill in blanks)are effective or enforceable unless the alteration or addition is signed by a corporate officer of B&B Exterminating and corporate seal is placed thereon. This Agreement incorporates the general terms and conditions as attached and noted on reverse,as agreed by signature and/or payment of annual renewal fees. W, A . M i n e r CUSTOMER B&B EXTERMINATING REPRESENTATIVE 12 /29 /03 DATE DATE B & B Exterminating Company has been serving your community since 1938 iw/Construction Subterranean Termite Soil Treatment Record form Is completed by the licensed Pest Control Company. ;report is submitted for informational purposes to the builder on proposed (new) construction cases when soil treatment for prevention of terranean termite infestation is specified by the builder, architect,or required by the lender, architect, FHA, or VA. ;ontracts for services are between the Pest Control Operator and builder, unless stated otherwise. Mon 1: General Information (Treating Company Information) Company Name: B&B Exterminating Com City: Jacksonville State: Florida Zip: 32204 Company Address: 215 Osceola St. Company Business License No.: SPC"122 Company Phone No.: (�)389-3323 FHANA Case No. (if any): Aon 2:Builder Information Company Name: David Burbridge Phone No.: ( ) cdon 3: Property Information Location of Structure(s)Treated(Street Address, or Legal Description, City, State and Zip): 336 10th St . Atlantic Beach FL 32233 Type of Construction: ® Slab ❑ Basement ❑ Crawl ❑ Other (More than one box may be checked) Outside: N/A Type of Fill: dirt Approximate Depth of Footing: Inside: N/A )Mon 4: Treatment Information Date(s) of Treatment(s): 12-16-03 Brand Name of Product(s) Used: Prevail f7 EPA Registration No.: Approximate Final Mix Solution%: •25 Approximate SinVireatment Area: Linear ft.: Linear ft. of Masonry Voids: 161 Sq. ft.: u VV Approximate Total Gallons of Solution Applied: 160 Was treatment completed on exterior ❑ YES ® NO Service Agreement Available: ® YES ❑ NO Note:Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List): Comments: lame of Applicator(s): Glenn Savage Certification No. (IF REQUIRED BY STATE LAW): JE0081727 he applicator has used a product in accordance with the product label and state requirements.All treatment materials and methods used comply with state and federal regulations. r a_ /�� � j Date: wthorized Signature: t Naming:HUD will prosecute false claims and statements.Conviction may result in criminal and/or civil penalties.f+e U.s.o.,00,,,oto�,a,IVP A-Mb > THIS FORM MAY NOT BE ALTERED. (2/97) arms VA-26-8375 and HUD-92052 are obsolete __ _ uuo.unici vvanania iwi wuNciauvn wnn t, UUiiiNeiry uunny uic Lunn U1 duti agreement,and agrees to maintain the area(s)treated free from any factors contributing to the infestation,such as wood,trash,lumber,direct wood-soil contact,standing water under pier type structure,or as noted elsewhere herein.Siding material,planter boxes and other obstacles may require movement or removal as specified in the general terms of this agreement.The customer also agrees to notify the company of, and to eliminate,faulty plumbing,leaks, cracks in concrete foundation,dampness from drains,condensation or leaks from roof or otherwise into,onto,or under the area(s)treated.At no time will damage caused to any portion of the structure(s),even by an active wood destroying insect infestation,be the responsibility of the company in areas where of the conditions described in this paragraph exist. Failure of the company to alert the customer to any of the above conditions does not alter the customer's responsibility underthis paragraph. The printed form of this agreement contains all of the terms and conditions of the agreement and no other representations or statements will be binding upon the parties.The headings are for convenience and ease of reference only,and do not necessarily reflect only what is referenced in the heading.No alterations of or additions to this agreement(other than information to fill in blanks)are effective or enforceable unless the alteration or addition is signed by a corporate officer of B&B Exterminating and corporate seal is placed thereon. This Agreement incorporates the general terms and conditions as attached and noted on reverse,as agreed by signature and/or payment of annual renewal fees. W . A . M i n e r B&B EXTERMINATING REPRESENTATIVE CUSTOMER 12/29 /03 DATE DATE 8 & B Exterminating Company has been serving your community since 193 ft&BEXTERMINATING CO., INC. , 215 OSCEOLA STREET • JACKSONVILLE, FL 32204 130070 130070 (904) 389-3323 • FAX (904) 389-9606 t A 12/23/03 12/23/03 DAVID BURBRIDGE 340 10TH ST. ATLANTIC BEACH, FL 32233 RETURN THIS PORTION WITH PAYMENT DESCRIPTION AMOUNT BALANCE INVOICE I ServiceAddress- 336 10TI ST. , FL 32233 12/16/03 98719 92379 SUBTERRANEAN TERM 300.00 300.00 92379 300.00 CURRENT 30 DAYS 60 DAYS OVER 90 DAYS TOTAL TOTAL AMOUNT 300.00 0.00 0.00 0. 00 300 .00 DUE 300.00 CHECK ITEMS BEING PAID PLEASE REMIT PANT FOR TERMITE RENEWAL,_PEST CONTROL, LAWN, FLB, PRETREAT, OR OTHER. THANK YOU AMOUNT REMITTED 3 Payment Due: Net 30 Days J agreement,and agrees to maintain the area(s)treated free from any factors contributing to the infestation,such as wood,trash,lumber,direct wood-soil contact;standing water under pier type structure,oras noted elsewhere herein.Siding material,planter boxes and other obstacles may require movement or removal as specified in the general terms of this agreement.The customer also agrees to notify the company of, and to eliminate,faulty plumbing,leaks, cracks in concrete foundation,dampness from drains,condensation or leaks from roof or otherwise into,onto,or under the area(s)treated.At no time will damage caused to any portion of the structure(s),even by an active wood destroying insect infestation, be the responsibility of the company in areas where of the conditions described in this paragraph exist. Failure of the company to alert the customer to any of the above conditions does not alter the customer's responsibility under this paragraph. The printed form of this agreement contains all of the terms and conditions of the agreement and no other representations or statements will be binding upon the parties.The headings are for convenience and ease of reference only,and do not necessarily reflect only what is referenced in the heading.No alterations of or additions to this agreement(other than information to fill in blanks)are effective or enforceable unless the alteration or addition is signed by a corporate officer of B&B Exterminating and corporate seal is placed thereon. This Agreement incorporates the general terms and conditions as attached and noted on reverse,as agreed by signature and/or payment of annual renewal fees. W . A . Miner CUSTOMER B&B EXTERMINATING REPRESENTATIVE 12 /29 /03 DATE DATE 8 & 8 Exterminating Company has been serving your community since 1938 20' ic to � . 0 o LOT 19, BLOCK 12 v o = . p O � n 130.00' (R) I z D o rnmA 130.f0' (M) LOT 19 r- n m Z THE WESTERLY 10' OF� LOT 17 o q Ui N -(11x14] a (11108)LOT 17, BLOCK 12 -At, «o CONC. n CONC.s a CONC. v vn m ,Tmj D Dol r W p .,Un " N (o 46 0) o 0 00� o C xgo o a -q Z n nip '1 C � m v THE EASTERLY 40' OFN = o LOT 17, BLOCK 12 0 ., z 'gym V �_ o zDo � rniu ch e Z D J aSOD LOT 17 exp C -r1Z LOT 15 �! co z THE WESTERLY 10' OF e9. o� � y r D ---j 0 LOT 15, BLOCK 12 `S��s m `" J z n rte- m (10]6 106 1 Qj l y m Z (10.9) `1.00v � �7 n m O tD ❑ N I i-. m Z7 ma 130.07' (M) Q ^� f O n O 130.00' (R) THE EASTERLY 40' OF oar < D m LOT 15, BLOCK 12 M D cn m z r —i n m p 'v OOm r T w Z O O M , 0 -Tj - Un r Z LOT 13, BLOCK 12 X -U D (� orr C D D � Z m -t o =AST CDAST DRIVE (RICHT—Of--WAY VAR/ES) T E 0 U) c rncn0- P S D m C)DG G v� �-z r ;;unC) Zmm O 0 m Z _= J p nL 0 Z � m Z mO r,xx > m r WXijmzoz Om0O (n omrr O�CD< Q -< omm� N �In 0 z ocn(1s . 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NEW SFR/NO RADON/3892SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 291763 Owner Contractor - ------------------------ ----------------------- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 (904) 247-2630 --------- -------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee 1071 . 00 Plan Check Fee 518 . 00 Issue Date . . . . 10/27/03 Valuation . . . . 291763 Expiration Date . . 4/25/04 -------------- ------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 17 . 51 AB CONSTRUCTION SURCHARGE 1 . 94 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 750 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- Permit Fee Total 1071 . 00 1071 . 00 . 00 . 00 Plan Check Total 518 . 00 518 . 00 . 00 . 00 Other Fee Total 2464 .45 2464 .45 . 00 . 00 Grand Total 4053 .45 4053 .45 . 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 WHICH ARE PART OOF THIS PERMIT PERTY RAND SUBJECPAYING T TO REVOCATION FOR VIOLATION CE FOR BUILDING ON OFIAPPLICCAB E PROVISIONS FSSUED ACCORDING TO ROW. PLANS BUILDING OFFICIAL CITY OF ATLANTIC BEACH S f PERMIT CALCULATION SHEET J v Date: / d - .7 -3 - 03 Address 336 T -SST /1E-,j Heated Square Footage f2 @ $ S� per sq ft = $ G y, (o Gara Shed 3 6 3 @ $ Lf per sq ft= $ Carpo /Porc 0 3 -@ $ S� per sq ft = $ 10 0 7-3 Deck @$ / S� per sq ft = $ -21 ,3o Patio @$ per sq ft = $ TOTAL VALUATION: $ l .3 Total Valuation 1 s` $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: `L7Zr— TOTAL BUILDING FEE $ ZONING: /2 S- 2- + '/2 Filing Fee $ FLOOD ZONE: _X�-, (f) Fireplaces @$35.00 $ 00 IMPERVIOUS SURFACE: 70 BUILDING PERMIT FEE $ WATER IMPACT FEE $ f0 SEWER IMPACT FEE $ f 2 S'c7 WATER METER/TAP $ b' CAPITAL IMPROVEMENT$ -7;2 Sr SEWER TAP $ -- O - DFF a,errlo r- pfoVS A ( 0 ) RADON HRS .0050 $ ^ Cj -- SECTION H PAVING ( ) $ - CROSS CONNECTION $ S� ST(3&2) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 3 3 C. l 6)r 4 17- — IJE CJ s F� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 2` Bathroom group consisting of water closet, lavatory, / Y Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 r Dishwashing machine,domestic 2 1 Z Drinking fount i&em '/2 Floor drains 2 Hose bib 1 �` Z Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or Z— dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 3 `� Shower compartment,domestic 2 Z_ Sink 1 2 Urinal 4 Urinal, 1 gallon per flush or less1 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= _ MULTIPLIED X 20 TOTAL$ y., e r ' r 7 CITY OF ATLANTIC BEACH r J; , FLOOD PLAIN DEVELOPMENT INFORMATION Location: Ei `Z /—Z t Type of Development: � k Flood Zone: / K Required Lowest Floor Elevation: l �o�R C` vL, If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB Yo � HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinan affectin the proposed development. 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G ^C'G •G�G�G•C�G�G•C�C ^G �C 'C �C �G « « « « « « « « « « « « « « « « « « « « « « « « OZ p p OZ as G OZ O O� G G C G G G•G o o zx° o p C p OOz zx Ox Ox G z z z z z z z z z zzxzz zz zzzzzzzz z z z x Z > a a a a > a > a> a>'a» a'> >>»a>aa > > a > < < < t N-" C',` RECEIVED CIT`! OF ATI-ANTIC BEACH " ) & Z0N'�NG DEPARTMENT OF PUBLIC WORKS AUG 4 2003 1200 SANDPIPER LANE J p , ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX: (904)247-5843 BY: L,J� S SUNCOM:852-5834 I� :�. http://ci.atlantic-beach.fl.us �I PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # O-B - co G'� Applicant: 1Z CJ t Address: 3 I i� 5-� Project:. e +40 O's C Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 69 Q a�v�ea� c..at e t flew ee 1:jw s A uxt(Allo -tests b--r Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna aluzniak,Public Utilities Director AOOL7�� 111 Date g1h q Signature Contractor Notified Date I�9/v z /n led Cc: CITY OF ATLANTIC BEACH D. Ford s BUILDING / ZONING DEPARTMENT L. Higgins r i, S. Doerr f '1 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 r�r, l�� (904)247-5845 Fax P E r- L- ! 'V lily)' 3 h '. v i l ' fl J I PLAN REVIEW COMMENTS ( AUG 14 2003 Permit Application # Property Address: 33 l !ST— Applicant: TApplicant: ( Project: KIeLO 4(JISE This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your applicationwh�se items have been completed. Reviewed By: C'Q te � Date: O 1� Q3 Cc: CITY OF ATLANTIC BEACH D. Ford 5 BUILDING / ZONING DEPARTMENT L Higgins iJ 800 Seminole Road "1 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax - ! H PLAN REVIEW COMMENTS AUG 'I 4 2003 Permit Application # Property Address: 33, S4- Applicant: (3 y R (2 l Q C4!" Project: �'-s-iFr-:- This permit application has been: Approved Reviewed and the following items need attention: Please re-submit y r applicatio hen these items have been completed. Reviewed By: Gt�� Date: • C E I `J E D H DEPARTMENT OF PUBLIC WORKS � 1Jt� 1200 SANDPIPER LANE J AUG 1 4 2003 M ATLANTIC BEACH,FLORIDA 32233-4318 is1 I TELEPHONE:(904)247-5834 �^' 7 FAX: (904)247-5843 '' S) SUNCOM:852-5834 BY C—J 61k-5 . http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # - Z � Applicant: DAL) (D Address: 94 Project: u� `-U St- ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. �i Your permit application has been reviewed by the Public Works Department and the following items need attention: Provide erosion or sediment control plans . Provide survey in 1 ' contours signed and sealed by a Florida Professional Land Surveyor. Provide grading plan. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date Motted63 lr� CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD J r ATLANTIC BEACH, FLORIDA 32233 h: INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026683 Date 8/18/03 Property Address . . . . . . 336 10TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ------ ----------------- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 (904) 247-2630 -------------------------------------------------------------- ------------- Permit . . . . . . TREE PERMIT Additional desc . . 00 Permit Fee . . . . . 00 Plan Check Fee Issue Date 8/18/03 Valuation . . . . 0 ----------- ---------------------------------------------------------------- Special Notes and Comments APPROVED FOR REMOVAL OF A 14 . 3 " PALM TREE TO EITHER BE REPLACED WITH 8" OF PALM OR RELOCATED ON SITE. Fee summary Charged Paid Credited ----Due--- ----- ---------- --------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 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 Minutes of Tree Conservation Board August 13,2003 Page 2 5. Old Business A. Tree Removal Applications: 2) 1814 Hickory Lane: Ms. Margie Petit introduced herself and advised that she was the buyer of the home located at 1814 Hickory Lane. She advised that she would like to remove the trees for the purpose of installing a pool. She further advised that she understood that the trees that she would like to remove had been used for prior mitigation but that she would be willing to plant trees inch for inch. Ms. Petit also informed the board that she did not plan to remove the 30"live oak on the east side of the lot which was originally proposed for removal. She proposed planting eight 4" oak trees to mitigate for the removal of protected trees. The applicant was advised to ensure that tree barricades were placed around all the trees that were to remain on the lot. Chair Mears stated that the applicant's proposal provided for more trees than originally proposed and there would be no bald spots on the lot. A motion was made by Board Member Shaughnessy, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of a 5"Laurel oak, a 10"laurel oak and a 13" laurel oak to be mitigated 100 percent with eight 4"laurel oaks to be planted on site. 6. New Business 3) East 40' of Lot 17,West 10' Lot 15,Block 12,Atlantic Beach: Mr. David Burbridge introduced himself. He stated that this request was for the removal of trees for new construction next to his home at 340 10"' Street. He further stated that he would like to attempt to relocate the 14.3"palm tree on site but would like the option of removal if necessary. A motion was made by Board Member Permenter,seconded by Board Member Shy . .tu-Amd the Building Official to issue a permit for the-M tis "palm rce io tie relslacec v 1f"of'pabn er relocated on site. 2) 19-16 17-21�-29E Dormers R/P Pt. Govt.Lots 2,3,4;Block 21 (Simmons Road): Chair Mears advised that the applicant could not use crepe myrtle trees as mitigation. A motion was made by Board Member Permenter and seconded by Board Member Shaughnessy to direct the Building Official to issue a permit for the removal of 33" of oak to be mitigated with 16.5" of oak and to remove 24" of pine to be mitigated with 12" of hardwood either to be planted on site or to be paid into the Tree Fund. Discussion was held and the board determined that the best way to handle this situation was to deny the application and to request that the applicant re-apply with proper mitigation noted. The vote was called and Chair Mears,Board Member Permenter and Board Member Shaughnessy voted against the motion. The motion failed. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy, and unanimously carried to deny the Tree Removal Application. FROM : ASSOCIATED SURVEYORS INC FAX NO. : 904 771 3659 Aug. it 2003 02:01PM P2 V MAP SHOWING BOUNDARY SURVEY OF THE EASTERLY 40.00 FEET OF LOT 17 AND THE WESTERLY 10.0 FEEI OF LOT 15, ALL IN BLOCK 12, AC('ARDING TO TRE PLAT OF "ATI.AIQTIC BEACH", AS RECORDED IN PLAT BOOR 5, PAGE 69 OF TRF. CURRENT PUBLIC RHCOB.DS OF DUVAL COUNTY, FLORIDA. CERTVIED TO: C. DAVID BURBRIDGE AND SHANNON B. BURBRIDGE Ngo 'rte 3.s:.4H�'.s. ,ry%��wc•'.: . .4,43.44 W S� II, -4 J Q o u � x10 (1 a' m ° Tt+¢ E.I Y 4c> , V u \� e - b �y1 rI Q G.B Vin, z V � � N � 2 v roll 4 s4.0. VVaCC At' / lLd:�r P CKa eSq •i sis.«" S��Q> ��M 0 y.e r o aFWE11A< ►eores� JP '4 s t. 4.�QL E s err.Szi aow,y��4rs svrvaY. C2 2 a -PnR SHOWN.HEREON UE5 MITHN FLOOD ZONE X AS BEST DETERMINED FROM.F.LM.A. FLOOD NAPS.PANEL NO.. / DATED64./l-A? , o A.ssa.GtATED SURVEYORS INC. 3.THLS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w LAND k ENGINEERING SURVEYS PIPES AND UTIUTIES; IF ANY; NOr DETERMINED. 4.JURISDICTIONAL AND ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3845 BLANDING BOULEVARD LOCATED BY THIS SURVVEEYY 2 JACKSONVILLE. FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, �J TITLE, COVENANTS. RESTRICTIONS CLOSURES. TAKINGS OR ORDINANCES, ETC O.S S y, CERTIFICATE O/ AUTHORIZAnON NO. LB 00 054a6 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL.IRON F�PEs FOUND HAVE NO IDENTIFICATION.. I HERESY CERTIFY THIS SURVEY WAS DONE UNDER MY LpgENOPPAWREVIATFOUS DIRECT SUPEROSION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.= POINT.OF CURVE BT .=BETNZ STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY* OR..L.9.5488 P.T. POINT OF TANGE?ICY �r}+O) =Cww 6IG17-6, IDA ADMINISTRATION CODE. CHA TE 472, P.S. • FOUND IRON PIN OR PIPE (IP) P,R.C, =POINT 11 REVERSE CURVE ■ FOUND CONCRETE MONUMENT (CM P.C.C. =POINT OF COMPOUND CURVE BY: - X CROSS CUT OR GMLL HOLE C/L - CENTER LINE R/w-RIGER OF WAY. (R) -RECORD L = ARC LENGTH CONC. =CONCRETE 9.T.- BUILDING TIE CHARLES B. HATCHER FLORIDA CE FICATE NO. 71 R -RADIUS (M) MEASURED AX MR-CONWIDNER (E.T.) - ¢AVE TIE CHARLES L. STARLING FLORIDA CE FICATE NO. 4579 C 4 R-COVENANTS k RESTRECBONS wM =WATER METER up- unurr POLE RAYMOND J. 5CHAEFER FLORIDA CE.TIFiCATE N0. 6132 .0.R,V,-OFFICIAL RECORD VOL"WE P.EO, .POOL ETIUPMENT =GUY AW-MR P.RM. PERMANENT RE1tIdNLE MDNUIEIR -O.U.--OVER HEAD UTILITIES JOB N0.37ZG7 DATE DG Qu4,,00-3 B.R.L=BUILDING RESTRICTION LINE X—X FENCE N t D=NAIL 6 DISK SCAIF: /"�Zo' DRAFTER _SyaF�.- ET. wELECTRIC TRANSFORMER A PAD W W WIRE FENCE E.B.-ELECTRIC BOY :.J:, ,k a JACKSWL1E EUCtR1C-AUITgRRY REF.COR.-REFERENCE CORNER L `'' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION 6v IP to s= Date: Job Address: Owner of Property: v' 5 n�Lw v Address: �J`�0 5� }7 7 �— p�- / Telephone: a Z Zoning District: __f_:: Legal Description: Block Number: Z Lot Number:l �" l ' Contractor: V w n &✓ State License Number: N Contractor's Address: &+Vk. L- G-57 Telephone: Fax: / Describe propose use and work to be done: Present use of land or building(s): fn.0 a - �+ � Valuation of proposed construction: 4�)-� 0� What are the dimen ' s of the added space: feet x feet 1EPe added area be heate d cooled? New electrical or incr in service. ew fireplace? New heal 9n it conditio ' ? um t xtures. P oyal of Homeow ' Association or of vate entity required? If yes,please submit this application. is project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please ve contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, p Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (if not required, written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.usRevised 1/14/03 Page 1 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that : /0 all information provide ' this application is correct. Signature of owner: Date I hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information br;ng true and correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: Address and contact information of person to receive all c rre ondenc�regardingthis application(please print). Name: a iJ ad-to_ v cot,.12— Mailing -Mailing Access: Telephone. ��2 ( Fax: a G'�) E-Mail: �.✓ �� l l r,v AS TO OWNER: Sworn to and subscribed before me this day of �� - ,206• State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER :? .. : 4 MY COMMISSION#DD 121301 EXPIRES:May 27,2006 ❑ Personally known ••r�►" SondedThruNotary Public Underwriters Qoduced identification ff / L' Type of identification produced l AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: 4;�4'Py �#" JENNIFER SCHLUETER MY COMMISSION#DD 121301 ❑ Personally known EXPIRES:May 27,2006 ❑ Produced identification :ter•....� '•f,,or„.••• Bonded ThN Notary PubNb underwriters Type of identification produced 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Revised 1/14/03 Page 2 Map Output rage i vi 1 JAXGIS Property Information 3 54 3 5 U 342 me 334 3" i spa 3 331 3'tT 339 �'3" 319 3 33 3 3" as 0 �o �a 3" 3W sus 3T4 3� 3 3S3 32$ 325 321 3T1 363 363 361 331 341 3" 340 I 3 3 E 33+1 3U 364 358 354 $�Ib 3TC a Copyrig ht IC]28U2 C ity off.Jacl®onvi3m—FI I Total lat MapFlood and Use Zoning ENT Value ook Panel E# Name Address Acres egal Descriptions one 40 -69 16-2S-29E Not in 170037 OOOC BURGRIDGE 10TH 480520 0.3 012 5584 LANTIC BEACH Flood DAVID 2233 1OFT LOT 15,LOT 17,E 40FT LOT 19 Zone http://maps.coj.net/WEBSITE/DuvalMAps/toolbar.asp 8/14/2003 CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026683 Date 8/18/03 Property Address . . . . 336 10TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----- ------------------- ----------------------- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 (904) 247-2630 ----------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . 00 Permit Fee . . . . . 00 Plan Check Fee Issue Date 8/18/03 Valuation . . . ----------------------------------------- Special Notes and Comments APPROVED FOR REMOVAL OF A 14 . 3 " PALM TREE TO EITHER BE REPLACED WITH 8" OF PALM OR RELOCATED ON SITE. Fee summary Charged Paid Credited ----Due--- ----- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 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 WHICH ARE PART OF THIS PERMIT AND SUBJEERTY OWNER PAYING CT TO REVOCACE FOR TION FOR VIOLATION OFING IMPROVEMENTS"IAPPLICABLE PROVISIONS FSSUED ACCORDING TO ROW. PLANS BUILDING OFFICIAL 5 l CITY OF ATLANTIC BEACH s� OWNER/BUILDER AFFIDAVIT Date:141 l Job Address: / CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAWN DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT rr FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH)4ORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TCLEARLY WORKERS SHOULDAL OOBSERVE S RVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Y P JENNIFER SCHWETER :[ = MY COMMISSION#DD 121301EXPIRES:I May 27,2006 R/BUILDE SWORN TO AND SUBSCRIBED BEFORE ME THIS �DAY OF 1.1� 20` . NCtrA,Wy PUBLI MMISSIO EXPIRES: � �j� NOTE: PHRASES UNDERLINED ABOVE. � 111 * w Bill ~�~N_ Co. u� uu^^^u`ou ��0NN Thompson �~N������"0�� AruAmmc Bcxc* ~_m�~ � ° ���mmm������mm Electric =��~ pLoqIoAose0001oo rsLspHomse4s'5eo1 August 2, 2004 \\ � CITY OF ATLANTIC REA�CH LARRY HIGGINS City of Atlantic Beach > 800 Seminole Road AUG 3 �ww��0h� Atlantic Beach, FL 32233 —'---' / RE: 336 10th Street BYi _ Electrical Permit #03-26669 � n As per our conversation with Larry Higgins, the above listed is ready for Early Power. This letter serves as Letter of Responsibility as required by Larry Higgins. I shall except the responsibiltv and follow through as work progresses. If you need further information, feel free to contact us. Respectfully Submitted, W. R. Thompson, Iv ' Mast r Electrician ME-258 121301MY COMMISSION#DC 121301 -11ay 27.20M 1P 1p D ��V� � z. EXPIRES:1! � Nu" � 1 V Y j 4 7 � rj r Ise CITY OF ATLANTIC BEACH i �r r J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 - 03000260'69 er Application Numb . . Property Address . . I 336 10TH ST Tenant nbr, name . . . . . . NEW SFR/NO RADON/3 92SCliG Application description. . . . SINGLE FAMILY RESIDENCE -� Property Zoning . . . . . . . TO BE UPDATED - -- Application valuation . . . . 291763 Owner Contractor Q<( _ _ _ _ _ BURBRIDGE, DAVID OWNER it-;N CQ 336 10TH ST ZX233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH Q --� (904) 247-2630 U - - - - - - - --- - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 11107- —� Permit . . . . . . ELECTRICAL PERMIT �a6 i Additional desc WIRE NEW HOUSE 0 m I Sub Contractor BILL THOMPSON ELECTRIC CO, INC Permit Fee . . . . 125 . 00 Plan Check Fee- Issue Date Valuation . . • . 0 Fee summary Charged Paid Credited Due Permit Fee Total 125 . 00 125 . 00 - - ---- - - - - - - - 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026669 Date 2/17/04 Property Address . . . . . . 336. 10TH ST Tenant nbr, name . . . . . . NEW SFR/NO RADON/3892SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 291763 Owner Contractor --- ------ --------------- ---------------------- -- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-2630 ------------------------------------ ---- - ------- Permit . . . ELECTRICAL PERMIT Additional desc WIRE NEW HOUSE Sub Contractor BILL THOMPSON ELECTRIC CO, INC . 00 Permit Fee . . . . 125 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited - - Due- - - - - - - --- ----- - - - - - - - - - -- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 �i 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 T14E PROPERTY OWNER PAYING TWICE FOR BUILDING T WHICH ARE PART OF THIS ERMIT.AND SUBJECT TO REVOCATION FOR VIOLATION OF IAPPLICCAB E PROVISIONS F LAW. PLANS ur• r�rnrr_n�rrr e r CITY OF ATLANTIC BEACH ' s ELECTRICAL PERMIT APPLICATION Date: 2 7 OT Property Address: Owner: �/ /�` Telephone#: Contractor: Bill Thompson Electric ., Inc. – Telephone#: (904) 249-5601 Contractor Address: 49 W 7th St Atlantic Beach,_FL 32233 Fax#: (904) 270-0540 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. If other construction is Building: Building Type: D Trailer Service: being done on this building 6;d— New Residence ❑ Temp. —New Or site,list the building ❑ Old ❑ Commercial ❑ Signs ElIncrease Pmt n tuber: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Z Conductor Size: AMPS: r COPPER ALUMINUM RACE /r Switch or ?�•ip Breaker AMPS 3t4,20 PH / W VOLT WAY 3 Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS I 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. IVOLTAGE PH NO. OVER 1 H.P. PHS DER600V 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.atiantic-beach.fl.us CITY OF ATLANTIC BEACH v 800 SENIINOLE ROAD r� ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026669 Date 2/09/04 Property Address . . . . . . 336 10TH ST Tenant nbr, name . . . . . . NEW SFR/NO RADON/3892SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 291763 Owner Contractor -- --- - --- --- -- - ---- --- -- --------------------- --- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-2630 ------------------- ----------------------------------- ------------- - - ------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . TROPIC HEATING & AIR Permit Fee . . . . 103 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ------ - - -- -- - - - --- - - --- - --- - - - -- -- - - - -- - Permit Fee Total 103 . 00 103 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 103 . 00 103 . 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. s� BUILDING OFFICIAL FROM TROPIC HEATING AIRCONDITIONING PHONE NO. : 2412172 Feb. 06 2004 05:01PM P1 , . VED CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH L PERMIT APPLICATION I FEB 0 6 20 i MECHANICAL 04 Date: Property Addrm: Co 1 -----__ _ Owner: r �r�t`_�a Telephone#• 2 t-ll �7��5 Contractor: ~���5 C �, Telephone#: 2 L4 1` 7 Contractor Address: ��� J<' S {��.n/f wv£� Fu#:2 ' 2 2 ro considdatioo of permit givrn for doing the wont as demeobed in the above swoment,we bemby agree to perform said wort in accardance urith rhe attached pians and specifics ion,which are it part hereof aced in accordance with the City of Atlantic Brach ordiomocs and standards of Rood pritcrice listed therein. Type of Heating Fuel; If other construction is being done on this building or site,list the building permit number: Bltxtric a Gas: —1y Natural _Central utility —'z�fc6� ❑ Oil -0 5 0 Other-S MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK tii��eat _Space _Recessed XCentral Floor u/�identiol t1i�Air Conditioning: Room Central --1 L3 Duct System: Material n:F—j Thickness �-.5 O Commercial Maximum capacity-1-100 cfm O Refrigeration New Building ❑ Cooling Tower:Capacity aPm 0 Existing Building n Fire Sprinklers:Number of Heads O Elevator: __ Mtmlift Escalator (Number) O RepWeuritmt of Existing Systa+n o Gasoline Pumps (Number) 4 Tanks (Number) D Ncw Installation D LPG Containers (Number) (No system previously installed) O Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑. Boilers O Gas Piping ❑ Otho-Specify O Other Specify LIST ALL EQUIPMENT 1— 2•,5*w Q%r0tV,i I- A/ C AIR CONDrMNING.REMC-ERATION Z0t3H Wfr A CONDENSOR'S Approving Number Units Description Modelit Mututtotuns Ton's Agency ivS 3 30 Chtr�FVL2.5 VL- 6--1 L- 6- eco Ctl�rr,);x V4- REATING--FUWACEB,80MERS,TIRE?LACES&AIR HANDLER'S Approving Number Unita Description memo menafactaca BTU's Agency vL TANKS Nominal Capacity Type Liquid Serial Approving How Many Dimansiow Coetaimcd Mamatbenim NoARency 800 Seminole Road•Atlantic Beach,Florida 32233.6445 Phone:(904)247.5800. Fax: (904)147-5845• http:ifwww.ci.atlantic-beacb.fl.us CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 V INSPECTION PHONE LINE 247-5826 r Application Number 03-00026669 Date 2/04/04 Property Address . . . . . . 336 10TH ST Tenant nbr, name . . . . . . NEW SFR/NO RADON/3892SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 291763 Owner Contractor --- -- --- - ----- -- ---- -- -- - - - -- - - -- - - - - - -- - - - - -- -- BURBRIDGE, DAVID OWNER 336 10TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 247-2630 ---------- ----- - --------- -- - - - - Permit . . . PLUMBING PERMIT Additional desc NEW FIXTURES Sub Contractor WILLIAMS BIG BOY PLUMBING INC 00 Permit Fee . . . . 217 . 00 Plan Check Fee Issue Date Valuation . • • • 0 Fee summary Charged Paid Credited _ ---- ---------- - - - - --- --- - - . 00 . 00 Permit Fee Total 217 . 00 217 . 0000 00 . 00 Plan Check Total • 00 . 00 Grand Total 217 . 00 217 . 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 ARE PART OF THIS PERMIT OWNER ND SUBJECT TO REVOCATION FOR VIOLATION CE FOR BUILDING TISSUED ACCORDING OW IN THE PROPERTY PAYING OF APPLICABLE PROVISIONS OF L . PLANS WHICH BUIL ING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION r � Date: Q Property Address: -336P U S f r_ Owner: ®� �a e C��'ay� a E .5 Lta'vV Telephone#: � o �� �l�. Telephone Contractor: �� t k t� S 7 p Contractor Address: �� CP < < � Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building pe it number: ❑ Re-Pipe 3 b L1 b q Number of Fixtures: Bath Tubs Showers 5� Closets Shower Pans Dishwashers 1 Sinks Disposals Urinals Floor Drains _� Washing Machine Lavatory _____�_ Water lSewer 2' Water Heaters 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) 247-5845. http:/lwww.ci.atlantic-beach.fl.us — P.O. BOX 1� 330150 �� ��Q�1��Q �,a C ,�?^ ATLANTIC BEACH (JA I� FLORIDA 32233-0150 A , +' TELEPHONE 249.5601 N'4 ` SERVICE LOAD CALCULATION PROJECT SERVICE ADDRESS: PERMIT NUMBER: ELECTRICIAN: HONE: SIGNATURE: -- - ntoin-rLneo rnorra^i^, " --, ' SERVICE INFORMATION _ Z d Amperes p �CflC,� �; gyp}{; Wire Size: Voltage: Am _ ___ ; Underground: Commercial: Large Residential: orhead Undround:9 ;• : { Sq. Ft. of Bldg 6 Total HVAC Tons: 6 Yz,—Number of Meters: k fa r °Ir �,ru�ti yrs c Specify 1 PH & 3PH�(ntlaC)M-1n1s for this&ac•tion may tie mad LOAD DATA (Description/Wattag©/ SQ FT X 3 SMALL APPLIANCE _L LAUNDRY DRYER WATER HEATER RANGE TOP OVEN MICRO 1_ DISPOSAL 4-M2r DISHWASHER �� P' 16J -g WATER PUMP i . POOL * # x a FREEZER SPA TUB x ' w 1.ST 1.(71L0, 000 40% X _ j oy ' HVAC/ IST evo 2ND _ -.. 3RD TON/ A i-1 - -- --- /2401)4111, j 1 —. �p 3- 0