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Permits 850 Main St (vault) i I WEST 9TH STREET I 50' RIGHT-OF-WAY FOUND 5/8" REBAR PLS # 4620 i ti z LOT 2 BLOCK 149 LOT 2 0 0 N FOUND 1/2" IRON PIPE102.00 � oo rr FOUND 1/2" IRON PIPE • BROKEN CAP R. MILLER L.B. jF5189 I I ® �-- . 59 16.J' 12.3 _ ••� W � I pj H 13 17.0 = as ... w LL 0 LOT 3 0 m 1 STORY FRAMEI BLOCK 149 RESIDENCE 1850 .!;:*20.0' - . -- = 2.0' m..•CONCRETE DRIVE ;, (Y •20.0' • < 0 ® � In I i -- 3 rq- FOUND 112" REBAR °'3 �a O� waoo rlce >< 1.e' MOW POWER POLE FOUND 112- IRON PIPE R. MILLER L.B. 15189 a x '00 MILLER 3848 LOT 4 " BLOCK 149 LOT 4 1 I I i . I ANGLES: A= 89'42'00" B= 90"18'00" i No7Erk THIS PROPERTY LIES IN FLOOD ZONE 7(" BY FLOOD MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D ALL INTERIOR ANGLES ARE AS FIELD MEASURED AND POSSESSED NO BUILDING RESTRICTION LINE BY PLAT OHE DENOTES OVERHEAD ELECTRIC CERTIFIED TO: ALL FENCEING SHOWN IS 6' WOOD FENCE EXCEPT AS NOTED : ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 150 UNLESS OTHERWISE NOTED TANYA HANNINGTON THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I I I 1 66 6.. MY il.AL iL!_ _ __L_ LL_ 1 ncr out uw sny urua �nla ai,ii goy rirota�a tno i minimum technical standardpp set rth by the Florida Board of Land Sufv�yb rsuant to Section 472'027 Fioridd statute qd apter D U R D E N 61 g17 da Ad istration d SURVEYING AND MAPPING, INC. 8150 Lonestar Road Aa _ Jacksonville, Florida 32211 (904) 724-5588 Fax 724-9154 FLORIDA REGISTER VEYOR Nb. 4707 LICENSED BUSINESS NO. 6696 H. BRACE DURVEN. Jr. ' SIGNED AUGUST 29, 2003 SCALE: 1" = 20' 8- 32591 I THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. v— 3 2 5 9 I r ., , 'r 4 - -� -- - -- ----- — v I Job Truss - -- Truss Type - -- ------ ---- Ory -- Ply ---_-- - --- Job---- --- ,Truss ---- -- — Truss Type ---- ---- Ot- Ply ' I , t ! f y # 90607 I CO3 i ROOF TRUSS 1 j 1 90607 C04 ROOF TRUSS 1 1 9 _ I - ------- (optional) I ---- - - ` o tional I y f i MiTek Industries,Inc.,Chesterfield,MO 63017�- - ------------- 4.201 SRI s Sep 13 2000 MiTek Industries,Inc. Tue J�1M 2510:00:37 2002 Page 1 tuFTele dndustries,Inc.,Chesterfield,MO 63017 4.201 SRt s Sep t3 2 MiTek Industries,Inc Tue J I I b 10-0-0 10-0-0 2-3 8 12-3-8 I p a-0 12-3-8 4-3-8 Yi0 I 4z4= ,3 0 E- o rz C 1I { 4 1` 1x1 4 1( g 55 4.4 i i� wa W4 fl wt c sml3 ifj e m \tiv2 �� \_ � if i j Tt i#� q yP ( W2 t I . a�.,o; aro iz aiz_ A 34 n A 6-1-12 12-3-8 6-1-12 12-3-8 a LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GOP LOADNiG(psf) SPACING 2-0-0 CS! DEF L in (hoc) Udell PLATES GR t ; TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.09 H >999 M1120 2410190 TCLL 20.0 Plates Increase- 1.25 TC 0.52 Vert(LL) 0.08 H >999 M1120 24 #', y{ TCDL 7.0 Lumber Increase 125 BC 0.41 Vert(TL) -0.10 B-H >999 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.09 B-H >999 t is li f, BCLL 10.0 Rep Stress Inca YES WB 0.35 Horz(TL) -0.07 F Na BCLL 10.0 Rep Stress Incr YES WB 0.28 Worz(TL) -0.06 F Na BCDL 5.0 Code FBC2001 1st LC LL Min Vdefl=360 Weight 71 Ib BCDL 5.0 Code FBC2001 1st LC LL Min I/dell=360 Weight 66 pt LUMBER BRACING LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. TOP CHORD 2 X 4 SYP NoA TOP CHORD Sheathed or 6-0-0 oc pub except end verticals. {p BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling direct applied or 5 7-15 oc bracing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly al) , , IE 1 !) 9 Y PP ng WEBS 2 X 4 SYP No.3• Pfd or 5 9 8 oc bracing. s WEBS 2 X 4 SYP No.3"Except` Except .I t W2 2 X 4T SYP No.3,W4 2 X 4T SYP No.3 91 WZ 2 X 4T SYP No.3,W4 2 X 4T SYP No.3 REACTIONS(lb/size) F=504/0-3.6,B=620/0-3-8 ?( f REACTIONSpb/size) F=504/0-38.B�20/0-3-6 { Max HorzB=618(toad case 4) y{ ' Max UpiifF=-598(toad case 4),8=-593(load case 4) Max Horz8�16(bad case 4) Max Up81F= 9(bad Esse 4),B=631(bad case 4) FORCES(lb)-First Load Case Onty FORCES(Iby-First Load Case Only TOP CHORD A-8=23,B-C-1039,C-D=206,D-E-162,E-F=-474 TOP CHORD A-B=23,B-C=1039,C-D--480,D-E=-431,E-F=444 BOT CHORD B-H=949,G-H=949,F-G=-0 BOT CHORD B-H=949,G-H�49,F-G=0 Q # WEBS C-H�10,C-G=-883,D-G-70,E-G=455 WEBS C-H=58Q C-G=-720,D-G=54,E-G=545 (rt NOTES (5) NOTES (5) f t 4 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 pall top chord dead IoaQ�nd 5.0 psf } '`.s bottom chord dead load,in the gable end roof zone on an occupancy(allegory 11,condition 11 partially enclosed building,with exposure C ASCE 7-98 per bottom chord did load,in the gable end roof zone on an occupancy category If,condition It partially enclosed building,with exposure C P� exP AGE 7-98 FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. t porches exist,they are not exposed to wind. The lumber DOL increase is 1.33 FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber Dqk, is 1.33 and the plate grip increase is 1.33 and Me plate grip increase is 1.33 ry I 2)Provide adequate drainage to prevent water ponding. 2)Provide adequate drainage to prevent water ponding. surface. ) U ) P��to grain value using ANSVTP1 1-1995 an a to in formula. Builth designer should v j 3)Be®rin9 at joiM(s)F.B considers pastel b Wain value uskp ANSUTPI I-1895 to 3)Bearingat'oin s F.B considers g gi gra Building gn arty capacity of bearing j + surface. angle grain formula. Bulling designer should verify cery of bearing 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 598 Ib uplift at joint F and 593 Ib uplift at j ' t B ' ,"i / 4}Provide mechanical connection(by others) buss to bearing plate tapable of withstanding 5591b uplift at joint F and 631 Ib uplift at joint 83. I f 5)This truss has been designed specifically for Turbo Web ) Ji / , , ! z. 5)This truss has been designed specifically for Turbo Web LOAD CASE(S)Standard , h� oc a LOAD CASE(S)Standard yF{yf @ � ��rflkQ4 "Ati fsi ' tis ifePt51{cal Oe e�T, ' �� 4� 14 � � � ✓� Irl Y f �l , I I � ------ ---truss -- - Truss Type - - - Y_--_-- --- - Type-_---_— � Job T iT T e QA' C Job Truss Truss T e - ----- ._. - - Ply =a "9060T Coo j ROOF TRUSS I 1 9060T Coll IROOFTRUSS 3 1 ! i _-1�_. Lo tional (optional) III Industries,Inc.,Chesterfield,MO 63017 4.2 1 SR1 s Se 13 2000 MiTek t -'s,Inc. Tue Jun 25 10:00:36 2002 Page 1 I MiTek Industries,Inc.,Chestefield,MO 63017 4.201 SRI s Sep 13 2000 MTek IrRf7 p 2-3-0 I 7-9-9 11-9A I1 11-9-0 0-6 8 4.4= 3.411 E4xI= 1 E r I t ! 1 4.4y D Izt, YY( ( J :kt04( v 4.41 vw T 3.41 q 6.00 12 C C W4 ,,5 all W2 4x12= H 4,4 3x4 uqq� �. ' `I 4xau 3.wFiy Li x 4x4_ � A i4 { A AI4= 2x4 II t 6-1-12 1 8-3-12 12-3-8 - -1 z - � � - I� f - {- Plate Offsets X Y:03:0-4-1,0-0-111, :1-3-14 Ed Ni t LOADCJG(psf) SPACING 2-D-0 CSI DEFL in (loc) I/detf pt#TES GRIP TL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.05 1 >999 Milo 0 LOADING(psi) SPACING 2-" CSI DEFL in ((qk) Vdefl p i I TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.06 A-B >416 TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.15 J >W8 MI BCLL 10.0 Rep Stress Inti YES WB 0.29 Horz(TL) -0.02 G n!a TCDL 7.0 Lumber Increase 1.25 BC 0.39 VeTL) 0-12 r 77 J >999 BCDL 5.0 Code FBC2m1 (Matrix) 1st LC LL Min Vdefl=360 Weft BCLL 10.0 Rep Stress Mcr YES WB 027 Horz(TL) -0.09 fH Na BCDL 5.0 Cotte FBC2001 1st LC LL Min Vde1=360 W LUMBER BRACING i TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 640-0 oc purlins, except end verticals. LUMBER BRACING ii+ t- BOT CHORD 2 X 4 SYP II BOT CHORD Rigid ceiling directly applied or 6-7-$.00 ung- TOP CHORD 2 X 4 SYP No.1 TOP CHORD Shed or 5-7-13 oc purfiins,ex WEBS 2 X 4 SYP No.3'Except' BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rig{jfce6ng drectiy applied or 5 1 W3 2 X 4T SYP No.3,W4 2 X 4T SYP No.3,W5 2 X 4T SYP N0.3 WEBS 2 X 2 SYP No.3'E.3 W t W2 2 X 4T SYP No.3, CR2 2 X 4T SYP No.3 (I ¢ 11 REACTIONS(lb/size) B=630/0-3.8,G=494/0-3-8 Max Horz8�85(Ioad case 4) REACTIONS(lb/size) B= � 620/0-3-6,H04M-3-8 Max Uplif =-587(load case 4),G=-60:1(load case 4) - Max HorzB=335(load case 4) I Max Upli1B=-649(load case 4),H=-3980oad case 5) FORCES(Ib)-First Load Case Only — TOP CHORD A-B=47,B-C=737,C-0-785,D-E='100,E-F=128,F-G=194 FORCES(Ib)-First Load Case Only BOT CHORD B-K=600,J-K=21,II D-1=510,H•1=700,G H=46 TOP CHORD A-B=23,B-C=-1263,C-D-1263,D-E=-611,E-F=598,F-G=598,G-H=-439 WEBS C-K=251,I-K=691,C-1=62,1}H=75"7,E-H=110 BOT CHORD B J=1183,1 1=1183,H-1=0 r: 1 WEBS D.1=689,D-1=-871,E-1=364,G-1=551 NOTES (4) f 1)This truss has been checked for unbalanced loading conditions. NOTES (5) 2)This truss has been designed for the wind loads 4 enerated by 120 mph Winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0P 1)This truss has been checked for unbalanced loading conditions. m bottom chord dead bad,in the gable end roof zone on an occupancy category 11,condition 11 parfiatiy enclosed building,with exposure C ASCE 7-98 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 R*top chord dead bad and 5.0 # I 1 FBC2001 If end veficals a cantilevers exist,Chet'are not exposed to wind. N porches exist they are not exposed to wind. The lumber DOL increasi8i!s 1.33 bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 11 partially,enclosed bulld%.with exposure C ASCE 7-98 1 and the plate grip Increase is 1.33 FBC2001 C end verticals or cantilevers exist Met'are not exposed to hNtrmd. C porches exist they are not exposed to,Y6nd. The lumber DOL trhcrea84 } I r 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5871b uplift at joint B and 6031b uplift at joint G and the piste grip increase is 1.33 a 4)This truss has been designed specifically for Turtw Web 3)Bearing at joinKs)B,H considers parallel to grain value using ANSVTPI I-1995 angle to grain formula. Building deshgSher should verify capacity of surface. !! 4)Provide mechanical connection(by others)of buss to bearing ptate capable of nMCmstarhding 6491b uplift at joint S ancy3398 Ib uplift at' nt H LOAD CASE(S)Standard ti ° 5)This truss ties been designed specifically for Turbo Web j �p t1 LOAD CASES)Standard / i Wil wI (,.I d Y y p )tai e 'Lu F, j C / 1 {. II ,.rtf 5kru Lf tl F F i C 1 ! 1 at s f t I r .• - . ....._,.t,..,.e.., ,.:ve.:r.: � 4iattu�" t`�kk :dr�. .;. I • � i-rp it y 1 Job Job --- Truss Truss Type 1 Qty ply i ------ -- — -- — --- -- --- -- — ------ - --ITruss --- _ ----;TrussT a-- YP �Oty Ply :, B03 190607 CJ1A �ROOFTRUS$ 2 9060T ROOF 11 �1 1 1 6 p o bona - — - --- --- (optional) ) Industries,Inc. Tue Jun 2510:00:35 2002 P t MiTek Industries,Inc.,Chesterfield,MO 63017 � MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SRt s Sep 13 2000 Mr ege "11-2-01 SRt s Sep 13 2000 MiT 1-0-0 soo 14-38 233$ 9-00 538 900 sw.•ta 1-0-0 4.4 40 D E �� [ l' 1 i • BDU� t }' iY i rA4 B &wF12 F ii 1 I C wet rf � a4, 3.OU PIP 3MG 3.4= 3K1� A 3x10= 23-M 1 0 0 Plate Offsets X,Y: :0-2-10,0-1-8, E:0-5-4,0:!-0, G:0-2-10,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL irh _(�) I/defl I a ## TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.022 D >599 1 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Ildeft IRLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.03 V ert(TL) 0.09) A-B >284 ' f TCLL 20.0 Plates Increase 1.25 TC 0.70 V LL -0.18 G H >999 tA()� 249/190 f l Vert(LL) BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.001 C n1a TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) -0.26 G-H >999 BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL tufin llt%q=360 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.05 G Ma is Ae BCDL 5.0 Code FE'�C2001 1st LC LL Min I/defl=360 %Weight 112 fir LUMBER BRACING BOT CHORD 2 X 4 SYP No 2 BOT CHORDtheathed A�oc purlins. { LUMBER BRACING ceiling directly applied or 3 �r TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed o 4-11-12 oc pufins: J BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or�i It-9 OC bracing. REACTIONS(lb/size) C=78/Mechanical,B=267/0-3-8 t WEBS 2 X 4T SYP No.3*Except* Max HorzB=138(load case 4) @€hf, Max k W2 2 X 4 SYP No.3,W4 2 X 4 SYP No.3 Max UpIW—GravC=78 load case 4 B 267(load case 1) REACTIONS(ib/size) G--966/0-3-8,B=1082/0:.8 ( ) ( ) Max Horz8=259(load case 4) FORCES Qb)-First Load Case Only Max Up1ifIG=-774(load case 5),B=-1077(load case 4) TOP CHORD A-B=44,B-C=-68 BOT CHORD B-D=7 t s FORCES Qb)-First Load Case Only p € I TOP CHORD A-B=24,B-C-1519,C-D=1286,U-E=1159,E-F-1286,F-G-1519 NOTES (5) BOT CHORD B-J=1345,W=1159,H-1=1159,G-H=1345 1 This truss has been des' for the wind bads generated 120 winds at 15 ft above level,usin 5.0 c{ ) ) designed ge by mph ground using5.0 top chord dead bad and 5.0 § ! WEBS CJ=226,D-J=322,E-J=-0,E-H=:122,F-H=226 on an occupancy category 11,condition II partially enclosed building,with exposure C ASCE 7-98 per FBC2001 N votieals or cantilevers exist not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 NOTES (5) 2)Refer b girder(s)for truss to truss connections. ((( 1)This truss has been checked for unbalanced l acing conditions. 3 at ons B considers parallel to } )surtacg j ' t() p grain value using ANSIlfPI 1-1995 angle b grain formula. Building desiq verily�Pauh of be 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground levet,using 5.0 psf top chord dead toad and�P� gum, { bottom chord dead load,in the gable end roof zone on an occupancy category It.condition 11 parflafty enclosed building.with exposure C ASCE 740 Par 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint C arky 477 lb uplift at joint B. FBC2001 If end verticals o cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The(umber DOL inmi*e Is 1.33 5)This truss has been designed specifically for Turbo Web and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. LOAD CASE(S)Standard {w s{€{ 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 774 lb uplift at joint G and 1077 b uplift at t B r. 5)This truss has been designed specifically for Turbo Web LOAD CASE(S)Standard �tt,��£ � - I -a 'r� v� e`�•r! �tl �, { f. r F; ��£, � _�e�• �.�1 -tea �4 tl r � •I 1 II #k7 -Z I } r{ V - -- ------- ---- --- --- — -- - ----- -------- -- ---- - IJob -----;T�------ Truss --- ! Job i Truss Truss Type Qty Ply �I ---- ---- ---- ---- -J Qh --I Ply I 1 "� l; 90607 CJ3A ROOF TRUSS i 90607 B01 ROOF TRUSS 2 i 1 J 2 J 1 (7 3 1 - - -- - - -- �� tiO NGTek Industries.Inc..Chesterfield,MO 63017 - -- --- ---- i o tiona �tvtiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SRt s Sep 13 MTek Industries,inc. Tue Jun 2510:00:33 2002 Page 1 I 4.201 SRI s Sep 13 h C � 4 � t 11-7-12 -- - 23-3-8 3-0-0 ' I ( iiV. a,- [ 11-7-12 - 3-0-0 Kr fJ r 1x8 11 K �..� �. / \ E Tt 4 it t i z4 gg \ 91, 3.OD 12 r 'A4 x4 - i M 6 b44 s - 4 - Jx4- 4=�= 3.4,1 J - t �?1 g 23-3-8 3-0-0 { Plate Offsets(X,Y):[B:0-2-10,0-1-81,[F:D-2-10,0-1 8] LOADING(psf) SPACING 2-0-0 CSI DEFL In ( ) V all I TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL)) -0.00 B-D >999 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Ilden PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.15 A-B >174 TCLL 20.0 Plates Wyease 1.25 TC 0.94 Vert(LL) -0.15 G4 >999 MI120 249/190 BCLL 10.0 Rep Stress Ina YES WS 0.00 H-041 € ) -0.00 C Na TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.22 G•1 >999 BCDL 5.0 Code FBC2001 (Matrix) 1st LC I&Min Udeg=360 i' BCLL 10.0 Rep Stress Incr YES WB 0.35 Horz(TL) -0.04 F Na LUMBER BRACING ' # BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=360 Wert 107 th t TOP CHORD 2 X 4 SYP No.2 TOP CfKORD Sheathed or 3-0-0 oc pt q ( J LUMBER BRACING BOT CHORD 2 X 4 SYP No.2 BOT CORD Rigid ceiling directly ap € TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-9 oc pdortins. ! ,q BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly ap�RN�a x-10 oc bracing. REACTIONS(Ib1size) C=27/Mechanical,B=276/0-3.8,D=41/Mechanical WEBS 2 X 4T SYP No.3 Max HorzB=203(bad case 4) Max UptifC=141(load case 5).B=-352(load case 4) 1�1 REACTIONS(ib/size) F=966/0-3-8,8=1082/03.8 ' i h Max Horz6=303(ioad vaso 4) FORCES(lb)-First Load Case Only Max Upl'ifF=-814(load case 5),B=-1027(load case 4) TOP CHORD A-B=46,B-C=58 BOT CHORD B-13=8 FORCES(Ib)-First Load Case Only J i yl ( TOP CHORD A-0=24,B-C=-1546,C-D-1311,D-E=-1311,E-F-1546 NOTES (5) BOT CHORD B-1=1370,H-1=912,G-H=)12,F-6=1370 1)This truss has been designed for the wMd loads generated by 120 mph winds at 15 It above ground level,use 5.0 psf top chord dead bad I WEBS C-1=-268,D-1=485,D-G=185,E-G=-268 on an occupancy category 11,condition Ii partiagy enclosed building,with exposure C ASCE 7-98 per FBC 3,' E not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 4.33 1 If end verticals a cantilev NOTES (4) 2)Refer to girder(s)for truss to truss connections. 1)This truss has been checked for unbalanced loading conditions. 3 Bearing at joins B considers 2)This truss has been deli and 5.0 ) 9 1 a ) parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Build designer should verity qpa r designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead ids P surface. bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition It partially enclosed building,with exposure GAkSCE 7 Per 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 Ib uplift 9j9)otnt C and 362 lb uplift at joint FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. V porches exist,the are not ex I"—Is 1-� 4 ` and the plate grip increase is 1.33 Y Posed to wind- The lumber d 5)This truss has been designed specifically for Turbo Web 3)Provide mechanical connection(by others)of truss to bearing plate capable O withstanding 814 lb uplift at joint F and 1027 th uplift at joirR4$- LOAD CASE(S)Standard 4)This truss has been designed specifically for Turbo Web LOAD CASE(S)Standard A%� � f t31jp { h 4 1 - ill y�+upi x a 7 ` I r E lf�r i� (Y „ 't4 al 1 I I,l h. Job ;Truss I Truss Type - -- --- - PI -------- ------- - ----- -- T�- '( ----- y - Job i Truss ;Truss Type QtY I Ply i�b -- --- -- II I 9060T ;CJ5A ROOF TRUSS 2 1 f i _ i 90607 i A09 ROOF TRUSS 2 1 Tue Jun 25 11:57:05 2002 P 1 MiTek Industries,Inc.,Chesterfield,MO 63017 -- - 4 201 SR tional I (f ;4 MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SRI s Sep 13 2000 MiTek Industries,I�(Lc ! s 13 2000 MTek Industries,l I 11f t I �- '�11 fluff 2-0-8 15-"8 5-0-0 {- 2-0-8 13-3-0 swF.,ar. 5-0-0 ik I r h t IP C II It i ! z 4x8= 6.00 t2 A k 4 III�' I' II� t�.l E •E � � ac4 e.aorif 3.41 Ijl II, tr p JIIp E l"I 1� Ip T1 3.4 it 0 4`. 114 h o �. E Bt 3 j � J dt 3.4 C t Y II e 3.8= _ 3.4 I( S F - • if, lgr FF I m n 3x4=. \\\v) 104) 15 3 8 j t 5-0-0 - GRIP LOADING SPACING 2-0-0 CSI DEFL In lou Udefl LOADING(pst) SPACING 2-0-0 CSI DEFL in (lou) Udefl PLATES (P� ( ) PLATES TCLL 20.0 Plates Increase t.25 TC 0.48 Vert(LL) -0.O6 W >999 M1120 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.03 B-D >999 MI120 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.10 W >999 TCDL 7.0 Lumbar Increase 125 BC 0.15 Vert(TL) 0.17 A-B >151 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 F n/a BCLL 10.0 Rep Stress Inch YES WB 0.00 Horz(TL) -0.00 C rhha IF -' BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Udefl=360 Weight:79 Ib BCDL 5.0 Coda FBC2001 (Matrix) list LC LL Win Udefl=360 Weight 20 Iti LUMBER BRACING LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or 6-0-0 oc purtins, except end vertitOls• TOP CHORD 2 X 4 SYP No 2 TOP CHORD Sheathed or 5 , BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling dire f BOT CHORD 2 X 4 SYP No.2 BOT CHORD 9h 9 �Y applied or 6-0-0 oc bracn � Riad ceiling dhr"aPPtied or 10.0-0 oc brack { WEBS 2 X 4T SYP No.3*Except* �h �I W2 2 X 4 SYP No.3,EV1 2 X 4 SYP No.3 REACTIONS(Ib/size) C=101/ B=340/0-3-8,Mechardcal,B40/0-3-8,D=71/Mechanical ' Max Horz6=284(load case 5) 9 j Ip i REACTIONS(tb/size) K=413M-&8,H=62610-3-8.F=337/0-3-8 Max UpliflC=268Qoad case 5),B=340(load case 4) Max HorzK=-632(load case 5) E €I t r i Max UpliIK=434(load case 5),H=500(load case 5),F=-649(load case 5) FORCES(lb)-First Load Case Only a TOP CHORD A-8=46,B-C=35 ,t( t FORCES Qb)-First Load Case Only BOT CHORD B-D=14 TOP CHORD A-13=199,B-C=-246,C-D=369,D-E=-454,E-17=401,F-G=47,A-K=-453 - 4 { BOT CHORD J K=-3,1 1- 56,H-1-546,E-1=-418,F-H=35 NOTES (5) WEBS A-J 393,B-J=25,C-I=215 1)This truss has been de5.0 psf top chord deiWj l t srgnned Mr the wind loads generated by 120 winds at aboveCground 798FBC2001 N end verticals bad and 5.0 psf bottom ! { a N on an occupancy category It,condition II partially enclosed building,with ex chok per �ndlevers exist,tthey are Trot NOTES 4 trot exposed to wind. The lumber DOL increase is 1.33 and the to increase is 1.33 exp P P� 9n 1)This truss has been checked for unbalanced loading conditions. 2)Refer to girder(s)for truss to truss connections. 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 psi 3)Bearing at joirhXs)B considers pastel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should veri�ry capacity of bearing bottom chord dead load,in the gable end roof zone on an occupancy category II,condition II partially enclosed building,with exposure C ASCE 7-98 per sum. FBC2001 N and verficats or cantilevers exist,they are not exposed to wind. tf porches exist,the right is exposed and the left is not exposed. The lumber 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 Ib upfift at joint C and 340 lb uptit�I B. DOL increase is 1.33,and the plate grip increase is 1.33 5)This truss has been designed specifically for Turbo Web a 3)Provide mechanical connection(by others)of truss to bearinip plate capable of withstanding 434 lb uplift at joint K,500 Ib uplift at joint H and 649 Ib upliftat ^ I joint F. LOAD CASE(S)Standard e ') y 4)This truss has been designed specifically for Turbo Web f � til r € �y r dip, " LOAD CASES)Sfarhdard � 4 r } t 1gl ! ��'f til"` { .. (( fk r s. { q IppR t byyyy - �t r I`z F .y 4 4 ( 1 II`. Ill III I{ II 4r: 1r i,r , I l�t t� �i� fi ,,I r i� �tlpis 9I�fl't'sta�uIlLultfi HI(;ll➢llt: :. u� P -- ----- - ------- - ----- -- -- —-- ----ti� -- cuss Type Y Job —�i 0607 DOZ �T T e Ory P i --- I Truss Truss Type Ory Ply ROOF TRUSS 1 1 I ROOF TRUSS l 1 1 -- -- ----- ti } t d„ �60T A07 -�----- 1-- o aq - - ! 3 2000 MTek Industries,Inc.Tue Jun 25 10:00:25 2002 Page 1 f MiTek Industries,inc.,Chesterfield,MO 63017 4.201 SRt s Sep IviiTek industries.lnc.,Chesterfield,MO 63017 4.201 SR7 s Sep71_ a _ 2-0-0 g-0-p 17 6-0 —� �-0 ---.—__� 2-0-0 1 8A: 2 9-0-08-1 j T2 � { 4.4 4.4 E` I4 a4 It Extl a E IF 2.4 II G G Wt W3 s.WFIY ws r t t zM 4 i emf+i s4" W110 iii �E [ Fi C 4 9 Tt Bt (1 I tlJ I �r H 2.411 G 2.4 II I F t 5.12= L K I `�I I — F•N, w '4,f 22111 5.6= C J btG 3.0012 b,!_ A I G 5.8= 9N u �I �II I r li I k i r1 t r 4 E 11 P E 26-6-0 I 118-2 8 11 �— 1294 j Izi Plate Offsets i B:0 2-10 0-1 8 0-2-10 0 1 8 ate PlOffsets ,Y: B:0 2-10,0 1-8, D60.0-2 8 4�:0 :0 0-2A I. jt I LOADING(psf) SPACING 2.0-0 CSl AFL in (loc) Udefl .t. PLATES GRIP 11 + SPACING 2-0-0 CSI DEFL in (loc) Udell TOLL 20.0 Plates Increase 1.25 TC 0.55fi(LL) 0.01 E G >999 LOADING(psf) MII20 249/190 TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.44 I-K >718 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vii 0.10 E F >259 �I 3' 1' TCLL 7.0 Lumber crease 1.25 BC 0.90 Vert(TL) -0.49 I-K >643 BCLL 10.0 Rep StressInot NO WB 0.02 HRSrz(1L) 0.00 E Na 1 BCLL 10.0 Rep Stress Inca YES WB 0.51 Horz(TL) -0.25 1 Ma Weight 1391b BCDL 5.0 Code FBC2001 (Matrix) 1S3tLC LL Min Udefl=360 cal i BCDL 5.0 Glide FBC2001 (Matrix) 1st LC LL Min Udefl=360 LUMBER -84 tACING j s µ BRACING TOP CHORD 2 X 4 SYP No.2 TR)P CHORD Sheathed or 1 r j LUMBER TOP CHORD Sheathed or 3-141 Pudins• BOT CHORD 2 X 4 SYP No.2 %'T CHORD Rigid ceiling TOP CHORD 2 X 4 SYP No.2 applied or 3-9-4 oc braclng. �II � BOT CHORD 2 X 4 SYP Ni BOT CHORD Rigid ceiling direi apP WEBS 2 X 4 SYP Ni WEBS 2 X 4T SYP No.3"Except' REACTIONS(ib/srze) B=341/0-3-8.E=34110-3-8t j W32X4SYPNtiW72X4SYPiiW92X4SYPNo.3 I Max HorzB=112(loaA CS d case 4) Max UpfdB=470(load case 4),E=-444(load case 5) REACTIONS(ib/size) B=1217/0.3-8,1=1217/0-3-8 F rt ib , Max HorzB=217(land case 5) Max GravB=346(load case 6),E=346(load case 7) (Fa 1 e k r , Max UplifB=1232(N)ad case 4),1=1070(load case 5) 77� , FORCES(Ib)-First Load Case Only I pp Y FORCES(Ib)-First Load Case Only TOP CHORD A-B=47,B-C-199,C-D-138,D-E=-199,E-F=47 TOP CHORD A-B=47,B-C-1900,C-D-1660,D-E=2732,E-F-2749,F-G=2628,13-1-1=3098,H-1=-3503,fJ=46 BOT CHORD B-H=137,G-H=138,E-G=137 t{ p BOT CHORD 8 0=1651,N-0=4i',M N=5,E-M=135,L-M=2676,K-L=2658,I-K=3175 WEBS C H=11,D-G=11 f P rE i f r ' f. WEBS C 0=249,D-O---4 26,M-0=1588,D-M=1598,F-M=81,F-L=312,G K=717,H K 357 NOTES (6) r t ( } 1)This truss has been checked for unbalanced loading conditions. NOTES 6 unbalanced loading conditions. f)This Cross has been checked unbalang 2)This Cross has been designed for the wind loads generated by 120 mph winds at 15 ft above groun�l� using 5.0 psf top chord 2)This truss has been deli IN expol lir the wind loads generated b 120 mph winds at 15 ft above round level,using 5.0 psf top chord d�load and 6.0 Psf bottom chord dead load,in the gable end roof zone on an occupancy category Ii,condition 11 P31113%enclosed building.with bottom chord dead bad,in the gable end roof zone on an occupancy category II,condition 11 partially enclosed building,with expos C ASCE 7-98 per FBC2001 If verticals or cantilevers exist.they are not exposed to wind. Ifporches exist IheY ash not exposed wind. The DCL increase is 1.33 and the plate grip' �+ ,( FBC2001 ff end verticals or cantilevers exist they are not exposed b wind. N porches exist,they are not exposed b wind.The IuMlbe► Increase is 1.33 and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. € 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others}of truss b bearing plate capable of withstanding 4701b,r{tpiiR at joint 8 and 444 b uplift 4)Bearing at joint(s)1 considers Fla to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verifj�ccapacitY of bearing 5)Special hanger(.)or connection(.)required to support concentrated foad(s)9.0Ib down and 26.21b y� 3g0,and 9.0Ib dawn an surtop chord. Design for unspecified connecdon(s)is delegated b the building designer. E ' 4 1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1232 lb uplift at joint B and 1070 lb u t I,q 1 P% 6)This truss has been designed specifically for Turbo Web ( '` 6 This friss has been designed:ipeclfically for Turbo Web j r d• '7 (1 * LOAD CASE(S)Standard k 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 4 e LOAD CASE(S)Standard y H' Uniform Loads(plf) Vert:A-C=-54.0,C-D=-50.1,D-F=-54.0,B-E=27.8 > } c r f✓l Concentrated Loads(lb) N # Vert:ii D--9.0 01 M 4 it 4 t- 4: �} �Il 'dR,a( I I r I � 1 NSS SS YP I jJob �T �TN T e ICY i�1y i Job -- Truss rum Type Oty I Ply (!' 190607 EJ7 IROOFTRUSS 9 111 (optional 90607 A05 ROOF TRUSS 1 1 j { , (optonapek Industries,Inc.,Chesterfield,MO 63017 4.207 SRI s Sep 13 2000 MTek UK i { j M-Tek trMustries,Inc.,Chesterfield,MO 63017 -- ------- - — 4.201 SR1 s Sep 13 2000 MiTek In sties,Inc. Tue Jun 2510:00:24 2002 Page 1 a 7-0-0 i� 26-6-0 7-041 26-6-0 sw•,:.s. I �I u r, 3.41 M 2x1\: 6.00 12 / i iV i a4 v 3.41 E 6xS� p w3 H Ti ,a W, �I N V46 D _ iI ` Sx0= Irl rI ( + B 3.00 t2 K 4.4> 2x41r 4X6= 2x4= f A 7-0-0 13 5t412 26-" Plate Offsets X, :0-4-0,030 1:0-2-0,0-0-2 b1:0-3-12,Ed LOADING(Psf) SPACING 2-0-0 CSI DEFL in (I 1t o M�A (' ) 3 TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.09 j Ru, LOADING(psf) SPACING 2 0-0 CSI DEFL in (loc) Udell PLOWS GRA TCDL 7.0 Lumber increase 1.25 BC 0.17 Vert(TL) -0.13 B;FE >607 TCLL 20.0 Plates Increase 1,25 TC 0.83 Vert(LL) 0.38 O >828 M112iP 2491190 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 EE Na list LC LL Mrr Vdefl- G TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.41 B-0 >776 BCDL 5.0 Code FBC2001 (Matrix) =960 W r BCLL 10.0 Rep Stress lncr YES WB 0.68 Horz(TL) -0.23 1 Na BCDL 5.0 Code FBC2(01 (Matrix) 1st LC LL Min Udell=360 Weloht:143 b LUMBER BRACING j TOP CHORD 2 X 4 SYP SS wed or 6-0-0 oc Pte• TOP CHORD Sh Y'' LUMBER BRACING BOT CHORD 2 X 4 SYP SS 91��eiling directly PDr 7, BOT CHORD Ri applied or f TOP CHORD Sheathed or 3-4-0 oc purlins. WEBS 2 X 4T SYP No.3 TOP CHORD 2 X 4 SYP No.1 REACTK)NS(Ib/size) D=82/ME chanicai,B=412/0 3 8,E=181lMec hanical 6 A + BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-7 4fca bracing. a= t WEBS 2 X 4T SYP Ni"Except )r jMax HorzB=398(kfad case 4) W2 2 X 4 SYP No.3,W8 2 X 4 SYP No.3,W9 2 X 4 SYP No.3 ), Max UplitD=-169(load case 5),B=-428(load case 4).E=155(load case 6) �G REACTIONS(ib/size) B=1217!03$,1=1217103$ FORCES(ib)-First Load Case Only Marc Haz6=288(load case 4) TOP CHORD A-B=47,B-C=-233,C-D=28 ik r i Max UpfifB=1161(load case 4),1=1 140(load case 5) BOT CHORD B-E=159 FORCES(Ib)-First Load Case Only WEBS GE=179 TOP CHORD A-6=46,B-0=3473,GD=-3194,D-E=x-3141,E-F=-1814,F-G=1575,G-H=1913,1-14=1918,W=47 BOT CHORD B-0=3147,N-0-2763,M•N=1501,L-114=82,G-M=334,K-L=127,I-K=1637 NOTES (4) Pc�t�qr�d�load and 5.0 WEBS C 0=201,E-0=953,E N=1305,K-M=1601,H-M=10,H-K=356,F-N=957 1)This truss has been designed for the wind loads generated by 120 ngth winds at 15 ft above ground level,using 5.0 bottom chord dead load,in the gable end roof zone on an occupancy category It,condition ft partially enclosed twi exposure C ASCE 798 r NOTES FBC2001 9 end verticals or cantilevers exist.they are not exposed to wind. ft Porches exist tfley are not exposed to Mfithd. The kftrrber DOL increase(5) and the plate grip increase is 1.33 77 1)This buss has been checked for unbalanced loading conditions. 2 Refer to be s for fuss to truss connections. ` 2)This truss has been designed for the wind loads ganereted by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead load and 5.0 ) 9i rt) join 28y lib��at joint B and 165 b ur t'' bottom chord dead bad,in the gable end roof zona on an occupancy category il,condition 11 partially enclosed building,with exposure C ASCE 7-98 3)Provide mechanical connection(by others)of truss to Dearing plate capable of wtlflsmrMirW 169 lb uplift at t D,4 rs 1.33 j FBC2001 If end verticals or cantilevers exthey are not exposed b wind. U porches exist,they are not exposed to wind. The lumber DOL increases joint E. ist, li4)This truss has been designed specifically for Turbo Web 1t Iand the plate grip increase is 1.33 3)Bearing al irrt(s)B considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of beadW LOAD CASE(S)Standard surface. A 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1161 Ib uPfift at joint B and 1140 lb uplift at join(1 fi 5)This truss has been designed specifically for Turbo Web I � j If' LOAD CASE(S)Standard y' a •�`-" Fes '." Ls.��t;��,.4 �`f'+f.� k"o •�,, = r IIr7 > e' 1 t 7n r r � z• io !til jE 01 Y I t ; i 1 t --- — ---- ---- -- --- -- — - ----- -- -- ----- Job --- Truss Truss Type - ---- qty- Ply �-- --- Job Truss Truss Type --�CRy— Ply I 190607 HJ2 ROOF TRUSS i� 1 i: •.S + €p, s( ( 19060T 1A03 1ROOFTRUSS s, (optional) (optional) .__ - I _ ---- MiTek Industries,Inc.,Chesterfield,M063017 4.201 SRI s S 13 2004 MiTek Industries,Inc.,Chesterfield,MO 63D17 4.201 SRI s Sep 13 2 MTek Industries,Inc. Tue Jun 251000:22 2002 Page 1 I Sep 13-3-0 26-6-0 � {{ 13-3-0 z i 13-3-0 TRUSS-TRUSS CONNECTION mss= HUS26-SIMPSON HANGER r (REFER TO SIMPSON CONNECTORS a.u p ,I BOOK FOR HANGER PROPERTIES.) D 42112 55 1 6x6 if $ 4.61 E N 3M F"3 D I -4\\ W7 1 11 I ' SxiL III t U N 4 / 5x6- 3x6- J i 3.M 12 K A - (11 A ae� a1u .xs= 1 * 8-3-8 1410-12 26 8 0 t 11 I f " 3 Plate Offsets X,Y: M:0-5_-0,0 3 4I LOADING(psf) SPACING 2-"0 CSI DEFL m {�) Well TOLL 20.0 Plates Increase 1.25 TC 0.53 VeMLL) -io.Op g >999 EIf r LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) (p,45 A-B >81 TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.40 O >795 M1120 249/190 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) (0,00 C rda TCDL 7.0 Lumber Irxxease 1.25 BC 0.83 Vert(TL) -0.40 B-O >778 SCDL 5.0 Code FBC2001 (Matrix) 1st LC Li lyl{in Udefl=360 BCLL 10.0 Rep Stres<3 Ina YES WB 0.67 Horz(TL) -0.23 J Ma -- i , BCOL 5.0 Code FBC2001 1st LC LL Min Well=360 Weight:144 Ib LUMBER BRACING, 4 )� TOP CHORD 2 X 4 SYP SS TOP CH( D Sheathed or 2-10-0 0cpurl LUMBER BRACING BOT CHORD 2 X 4 SYP No.1 BOT CHOJ(D Rigid ceiling directly appfi I Pp TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-4 oc,purl&- i �+ p BOT CHORD 2 X 4 SYP No.2'ExcepN BOT CHORD Rigid ceiling directly appliW or 0-2-0 oc bracing• REACTIONS(ib/size) C=-67/Mechanical,B=291/0-4-15,D=18/MecFlanical ( kstt B1 2 X 4 SYP SS Max HorzB=113(load case 2) I WEBS 2 X 4T SYP No.3'ExcepY Max Up1ifC�7(load case 1),B=490(load case 2) W2 2 X 4 SYP No.3,W4 2 X,4 SYP No.3,W8 2 X 4 SYP No.3 Max GravC=198(load case 4),B=291(load case 1),D=78(load case 1) j -i� i ' • � '' "w + 1_ , ,1` REACTIONS(lb/size) B=121710-",J=11;01/Mechanical FORCES(Ib)-First Load Case Only I� Max HorzB=330(load case 4;: TOP CHORD A-B=50, t; I Max Upfif8=1140(load case 4).J-927(load case 5) BOT CHORD B-D=O B C=43 FORCES(lb)-First Load Case Only NOTES (4) TOP CHORD A-B=23,B-C=3446,C-D=-3156,D-E=-3156,E-F-1728,F-G=-2099,G-H=2099,H-1=2099,W=1836 1)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,usi 0 op d�ad�d arX J 1E ;4 BOT CHORD B-0=3132,N-0=2760 M-N=1546,L-M=78,G-M=189,K-L=O,J-K=1630 on an occupancy category 11,condition II partially enclosed building,with exposure C ASCE 7-98 per FBC20 ff end verticals or cant 1 WEBS C-0-216,E- 967,E-N=11341,F-N=670,F-M=925,K-M=1745,I-M=254,I-K=-454 not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. NOTES (6) 3)Provide mechanical connection(by others) truss to bearing plat capable of withstanding 671b uplift at joigjt C and 490 Ib uplift at joint B. 1)This truss has been checked for unbalanced loading conditions. 4)This truss has been designed specifically for Turbo Web 2)This truss has been designed or the wind loads generated by 120 mph winds at 15 ft above ground level,using 6.0 pst lop chord dead loadla�5.0 psf bottom chord dead bad,in the gable erxi roof zone on an occupancy category II,condition If partially enclosed building,with exposure C ASE 7-98 per LOAD CASE(S)Standard FBC2001 ff end verticals or cantilevers exist,they are not exposed o wind. ff porches exist,they are not exposed o wind. The lumber DOi4M1�se is 1.33 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 and the plate grip increase is 1.33 f i t� {"3 Uniform Loads(ptf) h 6 ii 3)Refer o girders)for truss to truss connections. t r / i / Vert:A-B=-54.0 4)Bearing at joints)B considers parallel o grain value using ANSI/TPI 1-1995 an o grain formula. Building designer should verify cpaa!$ °" Trapezoidal Loads(calf) surface. r Vert:B=-2.9-to-C=-38.2,B=-0.0-to-D=21.2 5 Provide mechanical connection b others of buss o bearinglate capable of withstandin 1140 Ib uplift at'oint 8 and 927 Ib u eft at : 6)This truss has been designed specifically or Turbo Web P9 P 1 PI �'i LOAD CASES)Standard R 4^ S ttI 111 ` 3 I •�h ✓ � -' � ~5 O •n k z ,g� g`• xlfr. wry`{/JaFf3f7Fir:e,.,-.... G .r t l � t' , I l I -- -- -------- —---6-y-7—ply r E, .. ; --- ------- --------- a a � iJob Truss Truss TYPe ' ' 90607 HJ7A ROOF TRUSS M 11 j { : 90607 A01 ROOF TRUSSi I 1 �__ ---.— o tional f{ (oPfionap --- Mi7ek Industries,Inc.,Chesterfield,MO 63017 I 4.201 SRi s Sep 13 2 — -- --4.201 SRt s Se 13 2 IATek Industries,Inc. Tue Jun 25 10:00:21 2002 Page 1 MiTek Industries,Inc.,Chesterfield,MO63D17 P 1 t 9-10 13 13-3-0 26 0 f 13 3�0 9-10-13 13-3-0 F 3x1 c 1}d,}}pp� ,Y7 600 i2 I (1{ It 11 4� C k 111 72 j Ip ! I I wt 5x8 G 1 I } D ZA wr {PI ii Wt - f 1 Br C {{ [(trt 1) 2x1 II til -S L O N - B Iz10 h 2.72 t2 i (I i. fts A :i.00 12 L K Isr= I t f S -R 3x5 2z/11 /+A= 111 I NN( 1° kS J •_ A i 9-10-13 P S �8 13812 - 1 f 1 I li i'a i I j Plate Offsets X,Y: :0-4-0,0-3-0 1:0-2 ).0-0-21, M:03-12,Ed Plate Offsets Y: B:0-1-12,04A LOADING(psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIP LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl ( TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.12 F-G >999 x 1. _• TCLL 20.0 Plates Ina ease 1.25 TC 0.83 Vert(LL) 0.38 O >828 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) q•35 A-B >101 I'g TCDL 7.0 Lumber In 1.25 BC 0.78 Ve TL) -0.41 B-O >776 = rt( BCLL 10.0 Rep Stress inch NO WB 0.41 Horz(TL) -s0.02 E Na BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.23 1 n1a BCDL 5.0 Code FBC2001 (Matrix) list LC LL YAn Udell=360 1 ' , BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well=360 Wit 143 lb LUMBER BRACING; j LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHOOD Sheathed w 5-2-13 oc pu I ;• 1ti ;`, ' i s TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed w 3.4-0 OC purdjlls• BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly apps• BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly appy w 3-7-4 oc bracing. WEBS 2 X 4 SYP No.3`ExcepC WEBS 2 X 4T SYP No.3•Except' W2 2 X 4T SYP No.3 j W22X4SYP No.3,W42X4SYP No.3,W82X4SYP No.3 + a REACTIONS(lb/size) D=229/Mechanical,B=52510-3-8,E=416/Medianigl �i (i t' REACTIONS(lb/size) B=1217/0-3-8,1=1217/0-3-8 Max HorzB=517(load case 2) Max HorzB=288(load case 4) Max UplitD=463(load case 5),B=-545(load case 2),E=2860oad case 3) Max UplifB=-1161(load case.4),1=4 140(load case 5) �p t� FORCES(lb)-First Load Case Only FORCES(lb)-First Load Case Only TOP CHORD A-6=49,B-C=1325,C-D=57 TOP CHORD A-B=46,B-C=-3473,GD=3194,D-E-3141,E-F-1814,F-G=-1575,G H=-1913,N-1=-1918,I-J 47 BOT CHORD B G=1246,F G=1248,E-F=72 BOT CHORD B-0=3147,N-0=2763,M-N=1501,L-M=82,G-M=334,K-L=128,1-K=1637 WEBS C-G=190,GF=-1220 I' w it WEBS C-0-201,E-0=953,E-N-1305,F-N=957,K-M=1602,H-M=9,H-K=-357 �¢ v� NOTES (5) 1 �} NOTES (5) 1)This buss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,usq 5.0 psf top chord dead load t 1)This truss has been checked for unbalanced loading conditions. bottom chord dead load,In the gable end roof zone on an occupancy category ii,condition 11 partially endow building,with exposure C A 2)This truss has been designed for the wind loads generated by 120 mph winds at 15 ft above ground level,using 5.0 psf top chord dead loadi2and� FBC2001 ff end verticals or cantilevers ex(st,the are not exposed b wind. ff orches exist they are not e DOI bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition II partially enclosed building,with exposure C A per and the plate grip increase is 1.33 y P Sbsed to wind. Tire lumber I E" � �s''w s.'" FBC2001 ff end verticals or cantilevers exist.they are not exposed to wind. fF porches exist,they are not exposed to wind. The lumber DOZL;inaeaae�1•� 2)Refer to ghrder(s)for truss to truss connections. and the plate grip increase is 1.33 3)Bearing at joints)B considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. BuildingJcdesigner should verity caped 3)Bearing at joint(s)B considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capadl�/ bearing surface. surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 ib uplift at j*ht D,545 lb uplift at joint B am 4)Provide mechanical connection(by others)oftruss to bearing plate capable of withstanding 1161 Ib uplift at joint B and 1140 Ib uplift at Joirif4L joint E. 5)This truss has been designed specifically for Turbo Web 5)This truss has been designed specifically for Turbo Web 1� t { LOAD CASE(S)Standard,? LOAD CASES)Standard t ) i ' fir 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 } �' E 2 r h ' s >. : •• Uniform Loads(pit) { € i w A rir Vert A-B=-54.0 f 1 n � f ad's - '� �1f-. y, trapezoidal Loads(P� Vert B=2.0-to-D=-133.6,B�.O-to-E=-74.2 s` 1 I 1*4 I��' 111 �i� !I r � �� {,, ,�•: � T I cola `TIM, r' t 4 ..r€r�,.tr.•,=.., � 41 f III ' i � ' ��{ rj�( �r;',�•� � - I G � � li �[ E ,i ,.1 •,1 }S . u 4 Ir= r (I To: _Reactioig-Summary H H&A CONSTRUCTION 0060T Job Number: 3/150 MAIN STREET Page: 11 Project: Block No: Date: 0-25-2002-11:59:23 AM 1I, Model: Lot No: Project ID: 9�60t Contact: Site: Office: Account No: Deliver To: Name: Designer: �ttm 3/150 MAIN STREET Phone: Salesperson: Quote Number: t ( Tentative De ive Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: in i' I Joint 2 Joint 9 1 A01 26-6-0 ROOF TRUSS 6.00 1217 tbs. 1217 tbs. Ll �; I 143 lbs.each 3.00 -1162 lbs. -1141 lbs. Joint 2 Joint 9 2 A02 26-6-0 ROOF TRUSS 6.00 1221 tbs. 1096 lbs. �z t is 4 l 140 lbs.each 3,00 -1165 lbs. -917 lbs. r ' Joint 2 Joint 10 I A03 26-6-0 ROOF TRUSS 6.00 1217 lbs. 1101 lbs. Irl h 143 tbs.each3.00 1141 tbs. -928 lbs. Joint 2 Joint 10 �i 6 A04 26-6-0 ROOF TRUSS 6.00 1217 lbs. 1217 tbs. 147 tbs.each 3.00 -1142 tbs. -1141 lbs. Joint 2 Joint 9 II 1 A05 26-6-0 ROOF TRUSS 6.00 1217 tbs. 1217 lbs. 143 lbs.each 3,00 -1162 lbs. -1141 lbs. j� Joint 2 Joint 9 1 A06 26-6-0 ROOF TRUSS 6.00 1217 lbs. 1217 tbs. / 1 1491bs.each� � _3,00 -1185 lbs. -1109 tbs. Joint 2 Joint 9 I A07 26-6-0 ROOF TRUSS 6.00 1217 lbs. 1217 lbs. 138 lbs.each 3.00 1233 lbs. 1071 Ibs. AI f (1) 2-Ply Joint 2 Joint 10 2 A08 26-6-0 ROOF TRUSS 6.00 2423 lbs. 2423 lbs. It 141 lbs.each -3,00 -2658 lbs. -2494 tbs. i Joint 6 Joint 8 Joint 11 �" �I ,• 2 A09 15-3-8 ROOF TRUSS 6.00 337 lbs. 626 tbs. 413 ft. - n 79 tbs.each 0.00 -650 tbs. -501 tbs. 435 tbs. ` Joint 6 Joint 8 Joint I I f� A10 15-3-8� 1 ROOF TRUSS 6.00 325 tbs. 644 tbs. 40 r F 80 lbs.each 0.00 -640 lbs. -529 lbs. 418 lbs. Joint 2 Joint 6 B01 2 c 23-3-8 ROOF TRUSS 6.00 1082 tbs, 966 tbs. �I �W 1061bs.each 0.00 1028 tbs. -815 lbs. t 1 B02 Joint 2 Joint 7 i 1 23-3-8 ROOF TRUSS 6.00 1082 tbs. 966 lbs. v � E 125 lbs.each 0,00 -1041 lbs. -806 tbs. Joint 2 Joint 7 �A 1 B03 23-3-8 ROOF TRUSS 6.00 1082 lbs. 966 lbs. 1 I� 111 lbs.each o.00 a 078 ms. -775 lbs. h. Joint 2 Joint 8 l B04 23-3-8 ROOF TRUSS 6.00 2130 tbs. 2014 lbs. 1IJ 134 lbs.each 2X4/2X6 0,00 -2320 lbs. -2011 lbs. l� E Joint 2 Joint 7 1 3 C01 12-3-8 ROOF TRUSS 6.00 630 lbs. 494 lbs. 9 €i i ti 77 lbs.each 0.00 -588 tbs. -604 lbs. Joint 2 Joint 6 i I CO2 12-3-8 ROOF TRUSS 6.00 630 lbs. 494 lbs. 70 tbs.each 3.00 -586 lbs. -606 tbs. Joint 2 Joint 6 1 CO3 12-3-8 ROOF TRUSS 6.00 620 tbs. 504 tbs. 71 lbs.each 3.00 -594 lbs. -599 tbs. ; Joint 2 Joint 6 at / 1 C04 12-3-8 ROOF TRUSS 6.00 620 lbs. 504 tbs. 64 Ibs.each 3,pp -632 tbs. _560 tbs. Joint 2 Joint 6 2 CO$ 12-3-8 ROOF TRUSS 6.00 620 tbs. 504 lbs. 60 tbs.each 3.00 -645 lbs. 400 tbs. i r Joint 2 Joint 8 1 I C06 12-3-8 ROOF TRUSS 6.00 I 620 tbs. 504 lbs: 65 tbs.each 3.00 -650 lbs. -399 tbs, � }}f I iii (IlkRjtt JOBADDRF.SS C SGL ( n TYPE WORk S� PROPERTY OWNER S Li TMEMONE a� q -X905 CONTRACTOR �E'CLIrS OYl (�U✓l "• 9 F7.F. _ONE PERMIT NOMER .INSPECTI'ONS.• FOO?TNG 3 OZ- SUB 3 of� 0 M BEAM I IVT'I:L C�/11 v1 N,gDr,�ly VG J F.RA31VIGi1COVER UP IN, MATION 1 C _ 0 1 FINAL BUILDING 1OL C.ERTMCATE OF OCCUPANCY ELEGn?ICAL PFRAd Ts# ,L{ Cp 9, U INSPEC730NS ROUGU q 3 u z- FINAL O MECEAMCAL PE&MM LVSPECTIONS BOUGff "z- FINAL INSPECTIONS ROUGUIUNDER M AB �iy TOPOUT cl_ 3(z� o L WA .R FINAL .r NOTE'S- MAP SHOWING BOUNDARY SURVEY OF L GST 3 BLOC/•C 150 L(7-LAA/7'/C f3,EACq 55c7/0'kl AS RECORDED IN PLAT BOOK---;e— OOK.,.B_PAGE '34 OF THE CURRENT PUBLIC RECORDS OF _COUNTY, FLORIDA. 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TATf ft ID4 Gl ACAL AA d p: ANh a �t rot t rgru/s LAND SLIPV YQQ 4YRT/PICA C A 3 4d .[ h�o►ap AlrotrActkn Lear /.P, Mar f+�vt iz w, fattwwnt Cone Cone • a s • • • - =qlo nal e Y� x tir`F t�k� r 'C fi� �a�� ."„5 �,Z`":. "" b '►� Sgt '`7 1i n1 � �� t�; yF��y j K All r ,d, �. rck '�' °h'lu •��F `- �� d� e��8 .+:�'y�se5"�s,'�.�'� �°' , �� C�+7tu i '� -�k- ,y'�""•nl r Y -r r�. t[7A"�'ai''�1:. C� � 'j ,A�'r.`" '"° "` -D tx'�F�.��' a"b"�j�tb• to r� F�t $!"�.'i ..§�j�+ ^^'dµ t t`��3� j x,, '4 �V" r. �{'"•4. "T �.:c.}}jy�.7a' �'y":!`Y �' hf`p�- � y ICY 1 '.^t C.avS ��`��,,`� � �r` D ,a• ti..�:} f§+^. .1�5. fi�gg•,��,� h„" .h�' sk"ur�'."f,clt� 6Y^}�� r�-{,'F �`s{'k �i��^„x�h �P , '" ' `Yap'��d{[ �y�T.A s"C N• �� ,g� '�,Nr� M 333�__S .• ,r F��'+ t h 1'4& ��y �' Y!i.{X+`"kx r7. ttewc Se..S a ,ie { irr1..;a t , 1F A,rL Sit!• w 4. � x�a.- = F.,: ', t �j ?1 � f,,,FR j =;�` '61t.�.L.� ."� �� A `R 4 GhM R *1• •� - ap -'.Y k�i Y� 1 ! 7ti � b=t �' y ix4� tR,,� -a4�� '•�i f `� �+� �ry i36r� Are 1 ,�+� �a-k4�-�y' • • `9� ,y�°�Z 4r''`{� 9 hi+1. „�e N. h 9 ,t a I e< c'K ¢.�,�f':M r rY.t u' ..:- s � i' • • t-v3�t;. '"F1 ,�l»"' � " Rn � 1 a ��Me+Re It A i r '� y '3 tl hk! �'��x �`. • • •' •• • • : ir�i� 'i u�I �n Ti w i ! ► • LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 6 / 9 /2002 Re: Wind Loading Requirements For New Residence Located On Lot 3 Blk. 150, Atlantic Beach, Ff. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #8 through #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear wails sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincere Louis J. Gabriel, P.E. F,�te Sheet 61102 �� 6r &L, P`E of Lot 3 gb1C � 50 Al, ub,T kt dame e. Ina s 4-- e. Po flue 5 true twrA L ek ttri AD rFoor ; — N Ro o � ! YLt Ste S ,� p!o o v- IYu I I 1�y W►Gri�t �rGE YV11'Y1 5 ee f}, YQ.W► 5� s L. -W See 56444 A tnc.o var►E to S-Edgy, ••..jc :— Y?- A 3 b bo LL'i q, 98 o - r- -, pe net, It 1• s t ca C%4 Gu•)lttvf-tL QV%Less v►OtAJ 01 .er�►se 5 mow+ W 4,� Ye.�^, FarGew►ert: — � a.t- Gofxe rs 1 #9 Roc ov► 98 o•c• e Pn w� o.c- PqVje-L AAA.O lTiA 11-r- AIA 5L 11yoxts. UviLess vloteJ p bt►esr►��s e mtr"., goof kci�� ROOV- (a reo► VA orts 00cYVACNLO �- �o � . o F Reiff. �et�,Meter- : - �_.--�.{��_G '._ . ....__..Z---�� 3�' DA'I'S: t Sheet Z. of 19LIC 150, g, LA)wed s p t Z o tYLp1� C 3 Se(_ u s t1 s tr%►utWe- UJJ -l- 6 a �A RtV ► S� $,;A VeA;J,...t CxPoswte. , as ryl�') IMPOAAWu f"tor, I = 1• o '. u►j tome_ lDe46 i s ts-v% e �.t st�w�wfa -r.,c�-r►d,r c�h.�j� t S `° t�-G b CO Cvh u3n FU`�M'`4^� �v C u c �ldtui •► b� P � y �t o,r c.� '?/IG P & �aitom► P t•Ubt� ShcWn be-40 LE .4 DesMDQ PWIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(in.)1A TYPE Panel Span 5 2 ft 2 ft<Panel Span 4 It<Panol Span 6 it<Panel Span <4ft <6ft <aft 2 In k6 Wood Scn w3 16 16 12 9 2 1/2 BS Wood Screws; 16 16 16 12 Double-Fielded MOO 12 6 4 3 SI:I inch=25.4 mm I foot=305 mm Notes: I" This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2ISo kN). 4. Nails shall be lOd common or 12d box double-headed nails. 4 ope444An Ike_ StyWjW_c Will 6e- &S p arf b,% ops, ow, C A d a yv,%. pu(t TA ?,b t) sGtouAt cLOW,rr ,mow. m4 w1iij,(ow4 Fir % J space 0-H PA#.4e EJ-j u _ 8 2 lbs C 6 -3.y) 2'} `c). 5; - �5, � 1' Ft perr I:t- a-K pAW4 test's to s trwvWe Pc� � 36) = ((Wjlg] 1k'ou� O"A" >r)vsr 4i �l`.,�> C DATE: � Sheet of P ( 2 wo C fit:?+ I�t•�—20 ) / 3� = 340 P" Z 2 J 2 p- ��r�v► Sz-� l Z•t = 3 82 Rod-, T'>l &0 O-C, 7tj Pio v i��:: l Z Oa4'� L t�33� /5 �.J 32 �p r �. 3�� P�.� r✓-y�. G NRM (; . .fit � ►5 ;��:� ;�� `CCE p,) ON f3-C- �f1�`'-�C � N 1A iJl�l1^'HCl i. r1.s Ir - - eM O- A 36 t3olt: — •57 A F►� l�UcrU•T• s I — Pe �esse•� � v s 15oopsi F4 = 3(,000 A� = o.2. L. Ap= IT-Q& —> AlLr,.j - -re-"1i01 s ZlgG 16s ,. or t990 1)0-s .0 . currl kv"-(.S "c�)(►/$ tkic,k Y'o� Ste-& A-29 �„JG SM•rj.. &4f-UJeQ -� Fb4Uvv- =27..ks�(Stec-, r6..L (uo0j)= A00 . ,. > fb-=—��. q.Q)IC Cz�cn)C�/q�_fa_�J).- 545PS; -�-ta,QGs�I•)� Cq oa)Ct�3?) = 532 Q�► � 54 S Psi o•� �x�.i-%- Mvm�.t (o•3-T) (o--M)CVSXS45) y4)c-4o'1"l•'=.>Fb =MIs =-40 ;'o.ov26 _ 01- :/621914Z700)(1-33)56ar lgyij 1 "Sitn4 ONA Awc,4or ZoUs3 1 p 41 314'"k' 3/4k4-4 ., 0-d- tLvw a 6l e T �►�► cry '/Z�� A 3 L , b 6 " c uk c 14 _? Ft t IA40 16s (se-e- a6vc) Attuwc.ote S�Aeair a-,, 1/Zt, + A3G bolts 350 Ab iSer ar 0•12 86 F� /i �ii:Z�a c 5►,�r� 35o`�1c15aa)(o•z) - 19 57 16s o r (o•V12�Co-Z)( 3b,000) = $�� Ibs DAT8 Sheet 1 of tot3 eLy- 15Dflf> (rj) eq"�4t4 Cr1tie-rt", Cur a t Building,simple diaphragm:A building which complies 4 3 with all of the following conditions: 2 4L°1vG'nxs'I,u 1. enclosed building, 4E 3 ' 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 IKrERIOR 4E LONGMJDWM 3. mean roof height,h, does not exceed least horizon- ROOFZONE tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- I LDNGITIML i rations within the building, 1E LONorn,Du�ALC% 2a 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting _ systems, and WIND DIREcnoN 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 3096' . FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WNDWARD ROOF -REWARD ROOF LEEWARD ROOF =T'& lu a s _ L/2 Ln TRANSVERSE ELEVATION LONOMDINAL ELEVATIoN FIGURE 1606.20 APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.21) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Height B C p 15 1.00 1.21T.78 1.47 20 1.00 1.291.55 25 1.00 1.351.61 30 1.00 1.401.66 35 1.05 1.451.70 40 1.09 1.49 .74 45 1.12 1.5350 1.16 1-56 .81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Nae:All table values shall be adjusted for other"posunes and heights by multiplying by the above coefficients. 'n'✓C� " � °'o _ ,1�'.'r�1� Uy- V;'e:'.�r 0 -.... .muonf Iflluinuuun111ffUrttU11111111NfNttilt03ttllrilll1t11tt11tINlflllllllltlllllllllllIIIl111110tIf111111fgii11t11111UlillllillltfillltlllllliN111f111111Nililllillllililltll11111fir1111t1111if1U111t111Nllllllllflllllfii1111 m TABLE 1606.2A .� 0 MAIN WINE}FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B m cra Horizontal loads2 Vertical Loads(pat) Max.Horizontal Walt Loads+(psf) as i� Windward b End Zane Interior Zone End Zone interior Zona Overhang Zone Wind Roof Velocity Load angle WindwardLeeward Windward Leeward End interior (mph) Direction (degrees) Wall R0013 Well R0013 Roof Roof Roof Roof Zone Zone IE 4E 1 4 90 Transverse 0-5 12.8 1 -6.7 8.5 1 -4.0 -15.4 1 -8.8 1 -10.7 .8 1 .21.6 1 -16.9 10.0 .7.5 7.2 -5.8 20 1 17.8 -4.7 1 11, -2. -154 1 •10.7 1 -10.7 1 -8.1 -91.6 -16.9 12.0 -10.1 1 8.8 -7.5 30< angles 45 1 14.4 1 9.9 1J.5 1 7.9 1 5. -8.8 1 4.8 1 -7.5 -5.1 -5.8 11.0 -8.1 1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -6.8 1 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 1 .9 -8.2 10. -4.9 -19.1 -10.8 -13.3 - .4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 -5.8 14.6 -3. -19.1 -i -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3 30 < an 1 45 1 12.2 14.2 9.8 6.9 -10.8 5.9 - .3 -6.3 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.6 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 9. •10.0 12.7 -5. -23.1 -13.1- -16 0 -10.1 -32.3 - 5.3 15.0 -11.3 10.7 -8.7 20 2 .6 -7.0 17.7 -3. -23.1 -1 -16. 8 -15.1 1 .1 -11.3 30 < an le S45 .6 14.8 17 11. 8 -13.1 7. -11.3 -7.6 -8.7 16.0 .1g.2 13.7 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 •23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 -7. -27.4 -i .6 -19.1 -12.1 .38.4.. -30.1 17.0 -13.4 12.7 -10.3 20 31.8 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 - 4. -38. - 0.1 2.0 -18.0 15.6 -13A 45 25.7 17.6 20.4 14. 9. -15.6 8. -13. -9.0 -10.3 19.0 -14.5 16.2 -12.1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27A -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le<_ 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 •12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -82 -32.2 -18.3 -22.4 -142 -45.1 -35.3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 -n 20 4 .0 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19. -52.3 -40.9 29.0 -24.5 21.2 -18.2 r- 30 < an le<_ 45 35.0 23.9 27.8 19.1 13.4 -21.2 11.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 0 01 150 Transverse 0=5 35.7 -18.5 23.7 -11.0 -42.9 -24.4 1 -29.8 -18.9 0.0 -47.0 27.0 -20.9 19.9 -16.1 n 20 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 0.0 -47. 34.0 -28.1 24.4 -20.9 30 < an le 5 45 40.1 27.4 31.9 2.0 15.4 -24.4 13.4 - 0. -14.1 .16.1' 30.0 6 25.4 -18.9 ? Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -6Q.0 -47,0 27.0 •20.9 19.9 -16.1 i 1 For 51: I W=0.0929 m2, I mph=0.447 m/s,I degree of angle=0.01745 rad,t psf=47.88 NW. t Notes: 1 Pressures for roof angles from 5 to 20 degrees shall be Interpolated from the table, 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c), 3 It pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). Co.f a z. L . bYi c�-, P•E of -Sk e-4rr W o6A s A vN FD r Firso r 5e rJ Rooirs ; e 0 t31�J► t e�i rti�,i WAS .� (�Yi�.ier�G. 0. L, '�'I�i C� �•��' it am W&LL "ad, ,; -J ee O..{ tazLJ Roar P' �t UZA A W d.esi9-nares "0xterio,r" WALLS wkcte 'I" atecit%a l " imtef or' WALLI w- :- TCi b v,.t W i otY., (S•e ;- 5p- a. e �ta J.., {} �` (3Y��+ � ' 'iJc �,P,�+t:V'�• O- Wt a W6.1• `SGS ist' S1 Pmxv- C ti 1t it l - ;.. 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W� ; SHEAR WALL CALCULATIONS FOR FIRST S CITY OF (o �2 9b k Awc-4-*&s da Office of Building Official REQUEST FOR INSPECTION Date, Permit No. 15 Q Time A.M. Received M. ess Loc ity Owner's Name Contractor BUILDING ON RETE ELECTRICAL PLUMBING MECHANICAL Framing El Rough Wiring 0 Rough ❑ Air Cond.& 0 Re Roofing E Slab Temp Pole 0 Top Out D Heating Insulation 11 Lintel El Final El Sewer E! Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday CA M Inspection Made -PM' Inspector Final Inspection E v Certificate of Occupancy El Date CITY OF U Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time A.M. Received P.M. mc�� Y-) Job Address (Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough 11 Air Cond.& Re Roofing G Slab C Temp Pole C Top Out D Heating Insulation Lintel ❑ Final ❑ Sewer 0 Fire Place E Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Thurs. Friday —. C 0 L A.M. Inspection Made PM, Inspector Final Inspection C7 Certificate of Occupancy Q Date (o -q9 10 CITY OF 4&4x4c Bim-4" Office of Building Official REQUEST FOR INSPECTION Date Permit No, Time A.M, Rscew � PM. �� f ` ; 0 Job Address Locality Owner' PPAs Name � � - VT S cior BUILDING C NCRETE 4LECTRII;�� PLUMBING MECHANICAL Framing ❑ Footing Daugh r ❑ Rough D Air Gond.& 0 Re Roofing ❑ Slab 0 Temp Pole17 Top Out D Heating Insulation 1] Lintel C Final NieSewer Q Fire Place Q Pre Fab READY FOR INSPECTION ,LD Mon. Tues. Thurs. Friday P.M. L 7 A.M. Inspection Made 2 f F PM, Inspectorems. �.� 4 Final Inspection Ej Certificate of Occupancy Ci Date OF )4 n � e o� ION t t+ 0 % t T ( wir ON, Date MECNp Cond $ p Received C J Donrraot0r PwMgiNG G Heairn9 e Job Cdr ss, fi . ER`�A� p aOP Dar p p`��Pab AM Ek b W\rin9 p $e,Ner P.M X009 Dwner's GO ETE p TemP po\e p ffOv Name.. p Fva E XON V1t.01NG p S ab e9 No FOR NSP ttrors din \ AE i coot\n9 p ed A'M P'M n F\n �trop Pan°H p R�so\a<�on a\tnsPof pc � x 1 Su _ Gertii\cate f / Date Mon \nsPeGt�on Made '--r \nsPeotor CITY OF .4&4a& B - � Office of Building Official REQUEST FOR INSPECTION Date ___ Permit o. r Time A.M. Received PM. Job Address Locality r Owners {i a 1 r Name 4Jl _____Contractor -- BUILDING C ETE ELECTRICAL PLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Roug Air Conti& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation 0 Lintel 01 Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon, Tues. Wed. Thurs, Friday A.M. Inspection Made ___._._ P.M. ' Final Inspection❑ Inspector Certificate of Occupancy Date CITY OF t _ . .- Office of Buildi g Official REQUEST FOR VSP IONS b 2 coo 5q 8,5' Date � � Permit _ Time A.M. ^•- Received M• Job ss L cality Owner's ✓ � t, J _ /,�'� ___ jI RETE ContraCTRt�Ac ELEI PWMBf+TIG ? MECHANICAL Framing ng ❑ lung Rough ❑ Air Cond.& Re Roofing ❑ Stab ❑ Temp Pole ❑ Top OutHeating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place C Pre Fab READY FOR INSPECTION Mo i Tues. Wed. Thum, Friday Inspection Made P Inspector anal Inspection ❑ Certificate of Occupancy❑ Date t0W1'&_'R Spec - SPECIFICATIONS DATE: CONSTRUCTION JOB ADDRESS: LotX lock ISP Atlantic Beach All Items may not apply. (Mark those either"In Allowance","Owner Choice", Not Applicable"N/A",None. 1. FOUNDATION: Not Applicable-Monolithic Slab FOOTING-Concrete Mix or PSI:NA Slump:NA Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width: N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material:N/A If Concrete Block-Size:N/A Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number: N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/A Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width: N/A Length:N/A Depth:N/A N/A Reinforcing:N/A TNumber:N/A Spacing:N/A FOUNDATION WINDOWS: N/A Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A Vents:N/A Access:N/A Drain:N/A DRAIN TILE-Material/Size: N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A Foundation Insulation:N/A —FR-Value:N/A Found.Bolt/Size:N/A Spacing:N/A Termite Protection:N/A GIRDERS-Material:N/A Size: N/A Span:N/A COLUMNS-Material:N/A Size: N/A Spacing:N/A J 1 OWNER Spec ---- 2. ]LAT CONCRE'T'E: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealen N/A HOUSE FLOOR-Concrete Mix or PSI:2500 Slump: 3" Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier: 6 mil poly . Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump:3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI:2500 Slump: 3 Reinforcing:Fibermesh Fill: Sand _J Thickness:4" Size:3'wide Finish&Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" f Size: 8'x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Mix or PSI:2500 1 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/2" x 10" 32" O.C. Location:At perimeter EXPANSION JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3.FRAMING: Framing Labor: Framing includes the installation of mud sill plates;rim joists; floor joists; sub flooring;plates; exterior and interior walls; ceiling joists; headers; rafters;roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete. walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring;deck handrail and seating; deck stairjacks,treads and risers. - -- 2 AWL 'OWNtR Spee Framing Materials: SillInsulation: Foam Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:NIA Size:N/A Glue:N/A Underlayment Material:N/A Size:N/A Glue:N/A Wall Sheathing Material:7/16" O.S.B Size:4'x8' Comer Brace Material:N/A Wall Siding Material:CERTAINrEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies Rear). Roof Sheathing Material:O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size:N/A Bolts.N/A Nails-Framing Members:Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Tran: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A NIA 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" NIA Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door 42 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A 3 OWNER Spee Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard comer post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl f Gable Vents:None 4. WINDOWS: Manufacturer/Style:KINCO MARK 50 Material:Aluminum Insulated Glass: 518" Screens:Fiberglass Storms: N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant WeightMiclmess/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging. 6"pre-painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing:N/A Chimney Counter Flashing: N/A Valley Flashing:26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge 4 ,fir: OWNER Spec 5. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size. Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1stFloor N/A N/A N/A N/A N/A N/A 2nd Floor r N/A N/A N/A N/A N/A N/A 7.EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other 5 a OWNER Spee 8. INSULATION: Location. Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK' Item Manufacturer Style Size &/or Material Doors ' . Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A 6 �r. OWNER Spec 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock '/z" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture '/2 " Ceiling Nailed 3 s Finish-Walls: Smooth Finish-Ceilings:Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over "High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size 7 OWNER Spec _ Other: 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE BRICK/STONE, Style/Number.N/A Bond/Pattern:N/A Mortar Color: N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry Finish:Textured Thickness: 5/8" No. of Coats: 3 =Mortar Color/Painted:Per Color Sheet Metal Lath:w/felt Other. Stucco at foundation only 13. HEATING: Gas Furnaces shall have an AFUE of 80%or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat:Electric 8 OWNER Spee Heating Brand Name,Model, Size: Heating Brand Name,Model, Size: Heat Pump/Air Conditioner Brand Name,Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil,Brand Name,Model,Size:N/A Thermostat,Make,Type: SECO Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A t Registers Brand Name, Style,&Number: CODY One-way throw-11 Grilles Brand Name, Style,&Number: CODY Flue Material:N/A Size:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name,&Model: N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent:4"metal Bath Vents: 3" diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private:N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private:N/A Pressure Reducing Valve-Make&Model:N/A OAR Spee Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump NIA Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/4"TO '/�" House to Kitchen Sink CPVC SCD40 Glue 3/" TO '/z" House to Refrigerator CPVC SCD40 Glue 3/4" TO '/z" House to Dishwasher CPVC SCD40 Glue 3/" TO '/a" House to Ice Maker N/A Other Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A 11 OWNER Spec - Bathroom-Fix-tures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A62 W 1448LHP/H71/A H 72WH Shower Faucet&Control DELTA D- 1324LHP/H7 l/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22 2521LHP1H22/ WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub y . OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location,Soft Water: N/A Other 12 Of oi a �ui�d�n9 p� �ON REt� w �oca;dy N`Gp4 g G°°d' G M��NG � Nea°q�ace Qate CortractOr P� b a Fare Fab SP�er�6d � N�Gp1. G o put Pre q o, P.M dress ELE �k;n9 Sewer Job Pou9h?ote � Ford GREE a temp %oN Names NG FO&V 9 N OV FSR� SPVC` �FVra11m.Rprr°�r9o�;r9 ��rtet A fed. ppMM tihcate rO P � o �- ot Fnt t° ' l oc Ge Pe tat'On tnsu (ues (�' pate U Made 1/1� t� Inspect+or' l✓, VIS90 or �1�1 - ggcs CITY OF 4& h -A;" Office of Building Official REQUEST FOR INSPECTION Date Permit No. " ime A.M. ceived _ PM. , J s ocality Owner's Name Contract BUILDING CONCRET ELECTRICAL PLUMBIN MECHANICAL Framing 11 Footing ❑ Rough Wiring ❑ Ro Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ` Fire Place ❑ G Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. cJ A.M. Inspection Made �In,�� Inspector Fin 'Q Certificate of Occupancy❑ Date -- O�p�IANTj� TA ORIOQ' OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE 'So MArtk <6t10 •2b. 0Z THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted � ��.�zA•�-� dc.L t �Q u��`�ti7 LJ �us� \UItJ�c.i 1 D $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath,earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beery PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG o.m. Monday through Friday. CITY OF vea44 - 576 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 Iwo SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sinc ly, 6 � ATLANTIC BEACH BUILDING DEPARTMENT CITY OF .4&arc B Office of Building Official REQUEST FOR INSPECTION Date Permit No. " Time A.M. Received P.M. Job Address Locality Owner's Name � � i t-A or BUILDING �' RICA PLUMBING MECHANICAL Framing ❑ oting ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing © lab ❑ Temp pole Out 7, Heating Insulation ❑ Lintel El Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday �tQ/ AM . Inspection MadePM.F Final Inspection� x Certificate of Occupancy n Date M CITY OF �teazcttc f�eac� - ��vuda 800 SEMINOLE ROAD '��►►► ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904) 247-5805 l SUNCOM 852-5800 DATE - - 0 2- JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, (( a- ATLANTIC BEACH BUILDING DEPARTMENT - MAP SHOWING BOUNDARY SURVEY OF L c: T' 3 f3G oC x 150 A 7-1-A/C/7J/C eEA C- 4 5F'C7/o AS RECORDED IN PLAT BOOK i8 PAGE 3¢ OF THE CURRENT PUBLIC RECORDS OF ✓AL COUNTY,FLORIDA. CERTIFIED TO Tf/o 44"l 5 eA OY MA / W 5TREE T 50- 00 70•DO'1J/a j! � � nJ' 4620 (Z d' N 0. !� 0,6ol".5 ird#4rN4 g p.7�' ��s!"-� BL oc k 150 N �J 5c7. 00 , BGOC� X49 �\ FNv. %2`/.v. vct.PVEN N 1674 ' D•,�'WE9T CAA4EL 1A 571,7E57 t a.te'�• I UNL S IT ARS T/IE S TURF ANII THE GINAL RAZl,l,Sr,lS OFA FLORIDA LICCNSCD UAWYOR AND MAPPER, THIS DRAWING-SKETCH, !.Jeprrlpr err based LEGM PATE U/ P 71rr b e �G41N s1f ve emmir Aiwtho? SCAL£ / S C/eva flaw rlwen MW CISM ro0—C6at o!end tK wy m AA M t.5,o t .w- soar AT" ./OB No. Lreatrdt Vrrhro/ is of INS M6 VA of!A?9A I. oy croA+rY ptottrip awy, tnr prgprrty shorn hereeu►1Arr rtt/Ier lawar frXfvix,�' , '�F i� �P 1P�! or s wen on thr fiwlrat crwrpAwy A62 rown t Aomey trfXA.4 AN te7nN ftaod lnrw vftvl W. r sea 'A o uO gr 5 =14 tta w t o 4.pi tFJRAIJ Cora+wrty-P.nN Mwl rr/2Q�7�- DOO/D X AW?I'.t 4W=COT roryo f VP S Lhtrsr aMrrNsr nbiaat eey porYAan of tM perch Met way be eyeAled es WheANr �-- .�-.--- byy Srartr w- GovlrvrKntat roNAC/Ii her not been A(ftNYwlrof and any AlbN/ty rt^WOW ,ARD A. � ASSOCIATES ehrrrfrow At not tM rr�oonr/bttty of MiI.wdrrr�+rd d Thlre my be RYrhVCtAaar a- lrre+wntr of RlCard enn4heed byexeAW�RtA7N tart l�PLP'£SSIL�AL LAND:SY1P!!tY.�PS her#m 6161 F )-ex 1�p1) 710t-3M have rot been rtwrn £1CN SHITE #AV /K�'& AAWwAnaW rN4r NAY AC&S&IN MIS A*Wr J.ILKSLWVlLL6 fZA?IW JFPi7' 'Ne: CAPD Apl l"s . ,V)Ar?7LW .ffPrrwsMnt Can Mo/Potht I LL Mstd 1lINl rAp�t�t+ nMr t►a aw+�:-a n to�iGM�vtntrrr ar,w Kt�c PRK Ptrrwnrnt RefirtnCe Abrwxns I R F terra t ndrSww ar rtY=!i l:X AY QARTVQIOYAYtIr v/>w tlr P awn! o Akw�e f A, �'1-Fkionrrti�teeb A�rthaMty �r�tx .r�wAluAt" Rr r m IP E'*ys+�ns c Srr t fi x"lwnwt�c�w�ro Poet s of Ct eve h we AiC ARr CondtAsrrr Pal►t of Tonprncy GlT.V, Cpb/e TNev PRC Port of Rewrrl cw*va tore a% Owrhrad t her +�J r +� P!. Punt oflntrrrectAon tl'At) fwd hlterWd VRaoAir /r ad it�toi vN"ve pp�eegg��s low Q. �AirrtctcM teaErirattr rpeaots t: LAND SV YQZ RTIfICAf[ ALE£"r Na 3BI® h�ta�P RltrtrA:*w Law l.P. lron Ppe rw? far�nent Cone Conc+^r!r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _ PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24335 Address: LOT 3 BLOCK 150 Permit Type: TREE REMOVAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est.-Value: Parcel Number: _ Improv. Cost: OWNER INFORMATION �. Date Issued: 6/25/2002 ----Name: RADY; THOMAS Total Fees: Address: Amount Paid: _ Date Paid: _ Phone; (00.0)00070000 Work Desc:. TREE REMOVAL _ CONTRACTOR(S) LAPPLICATION.FEES PROPERTY OWNERS }s "2;:F•�5� .'BTW i� �Nb �•�� k �}� r ,F��wuC _. � .. µ 3.,Ye",�s} s7,'ta „aydl.•'x °"k �w y'"�'�, M a �4 _ - y} ��k'�`S'��W Sl �.�Y T�,2'w„;.�� ,+� � .+'�•�lx...rf t�ki '�` "�+M� x{'�4 - .+�..< '.y�....,x't. S'�+'��s�+��s�'' �,`��ww'��e4,�'n�.�¥t ^�r �,�• 'S� 'x3` {+i"�qtr.n�S '�� ,r?��. .,, k wsn ..3y��,�,q ?+�«�aa ,w r '�t••'y a-.r e'�m5wy '� tvi �, '* �riq.. �Y'�=Y+� ��x•rF �' � .� ' . �� " W p�vkyx�-....6w i -e�' •..�'r<"�'t+ 3 u��"✓a '"� '� `'�3"w; ikc'm x�. i x� �� ; , �'+1�* • ,�, srt awui�4, + .�. �.r�+' r F Sr �� y b 'tz �. x_. 2• r p .+1aMuar:ar✓ °L4r y '�^r4'x .Tc fr �,a�P°t +s2" #r w�•p*4 t `�+"►3" flx1. 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": � "FAILURE TO CO f PROPERTY OWNEIF su ., �• k,M�' v� � r,W, xF 'a3 tC ? 'v "" � �d �p ISSUED ACCORDING TO A J_CT TO REVOCATION 11 FOR VIOLATION OF APPLICA ATLANTIC BEACH B ILDING EPT. MAP SHOWING BOUNDARY SURVEY OF L O •T• 3 GOC/-< /50 ATL A/V 7-1 C f�FA CN Al "Al AS RECORDED IN PLAT BOOK i8 PAGE 34 OF THE CURRENT PUBLIC RECORDS OF '/l✓AL COUNTY, FLORIDA_ CERTIFIED TO T/-/O44<15 CAOy MA / lV STREET /20• a0' 70.00'P/A filo. /z"1.P. N_° 46 20 6'S I� N o 0 ti h p O ' PUQDE,v W 1674 O �� D•65'A'0971-1 0.73' �,a9r"�• 8�OG k /50 �l! N 50. 00 Ls�oc� X49 FNS. A Ai F. Oa.QOE,V X 1674 D•3'WE97 1 GOT / 1 GOT 2 G O T 3 G D T o �y CA M E L 1A .5T/7EE T UNLESS IT DEARS THE SIGNATURE AND THE ORIGINAL RAISED SEALNOT OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAVING.SKETCH. PLAT OR MAP J'n__ISL Ararr�gs ore based VAj In NOMS N14 .EEM DATE �U/ 8i 2p0/ 2. TNs/s a boUn yc1 rvQy p Amres ravan s may.Acxr SCALE * £Irvatrwvs shown thus C11W refer to US COostal and 600defx Aevey Pa" Abt mt x—x NWM /OB Noo% . -9g3 6faar for Per tA:al Atu+ or ISh'9, (1K6.V.Lt oe 19M.. ,.x v 4 By Cvvphe plottiV ONy, the property shown hereon 1105 rnhr,Iones, 0 y k��MI A& ;1 /D5/ as shorn an tM rrarro/Ener?;y A6nagrnrnt Ap71 lr_rAA.4 A6 t"wl Flood Inswnnce ,g vinc Law yam'fytMt; PrograK Flood 4-1-1-817 R�� B g tFJRAtJ Ca++++syty?anK Akntrer /2Q075- 000!D A �/�r r F/(e Abp A-vlj raf ob to . AWIEr CWrS;W1 .�, S We"0 rwsr no tied any porYAw�+ or thr parcel that nay be olremrd as Vrt/anak ��•.�- by Sta to ar Cawr nr"till Agenars hos not been ilk termnrd and any /wbNity resu telp w a ep A� .�♦reS thereiron&not the reapoonsr6A/ty of the unareryned FAC .r MLLER ASMATES TE 6. nhere Amoy be RestrArWas ce Easenentr or Record evlaW,ced by t/rie exonWW* :hot P"rCSSIL7VAL LAND ,Afl k TAPS have rot bee shown hrroom 6701 PEACH A;VJ Su1TE ociv Fox (904) AW-3738 ANMEVIAT1QIl1' rMT AMY Ar(/SED IN THIS SIRV£Y _A0rXZWVILL E FLLWIM 3E?i l 'rip (SIN) 721-!226 7�Fnv177DP-__..__._..._ , Tl�°VIA7JDV"-.�'%�r1E� PC.P '�]�Permanent Come*!Awt Lit (/cMsed R�rlrOft Amps.:S rC nwr nes s ue ve:n n rrF t wncmvrAmr®v a sr rrnwc PAX Pernonent Rtrerrnee Ab urmeot ( R(tE.F Riytrtrrra Land Scrvey,% rnzli wr x nr dew VJWWW AW JW A=0 4W wmi Amt PllC. Pant of Curva torr a1 ivcksom tti Elrc tnr Autlwr qty NuptN R '. ct.lsk�Y": GVRIIEP Mro aSr�tr/Ltri/lr"If w 1kLR pac Pahs of curvy u E P £gtyr+Mt �aalre cr cwd fiw's-rGes sIIF aVrtxs ev awra sx✓�l P.C. Pah! or Cu^vo ttrr A/C Ar Conattanrr oro ww�y •r a retwlpl c ,usraltn�t amiL'rwa�wr m P.T. Pant or Tongrncy CJI.r.V. Cable reervIsAw srcnnv hes rx srlr!/n44 ' P.R.C. 00, Pant or Reverse Comp t", OW Uvrrhead Lars ,D t- P.l. Pant or IntersectAOn lf.X) Field Assured R11v t or 1✓ay R= Raatus equals OR.. Vol, !/Cp 1 Rrccrds Volu+r L= Arc tenth equals RIC D A HILLER STATE OF ria4ejDA. RE6ISTEArP AX d AM* Ch= herd Pearl�p 6 Dkstaner egrn/s LAND RRVEYok CERr11-XATE No. 3848 page � ALP" = �to or Centro/Anp/r equals t, AeYatp Restek'tW LIV LP• Iron PWr smt Ed"ment Ca�c C.111= WIND FORCES STRUCTURAL ANALYSIS FOR LOT 3 BLOCK 150 ATLANTIC BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: MAY, 2002 G/�i/o� OWNER Spee Fixture Description-Brand Name,Model Number, etc. Size/Other Kitchen Sink E1jer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other 15.ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No.of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches:Levington Receptacles:Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 13 OWNER Spee 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper 14 OWNER Spee 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4. 15 Dmmg/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 r Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 15 OWNER.Spee 110 Voltage Wiring Detail(continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR- 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4'2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch(O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 16 OWNER Spec 16. PAINTING: PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats:2:N/A Siding:Vinyl Trim: Vinyl Doors:Owner's Choice Windows:N/A Deck:N/A Garage Doors:-To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR:COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L4 Number of Coats:2 Walls of Papered Area:N/A Number of Coats:N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Swiss Coffee L4 Number of Coats:2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A Number of Coats:N/A Paint and Number ofCoats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain,Finish,.and Number of Coats Interior Millwork:N/A Paint and Number of Coats Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material:N/A Gage or Weight:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other 17 OdVNER Spee -_ 18. CERAMIC TIDE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0" AFF Guest Bath Bath#1 VIATYL Owner's Choice To 7'-0" AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2"MR Sheetrock Grout: Owners' Choice Other 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: 18 OWNER Spec 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod:3,000 SF of Floritam St. Augustine Number and species of plants: 30-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing,showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range r MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities, Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE:N/A 24. MISCELLANEOUS: N/A 19 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 . . . . . . 9/18/03 Parcel Number . . . . . 000000-0000- - Property Address . . . 850 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . RADY, THOMAS Contractor . . . . . PEARSON CONSTRUCTION 904 8528 Application number 03-30024538 000 000 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Bu' lding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE ffi Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number Tana Hannington BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 850 Main Street CITY STATE ZIP CODE Atlantic Beach FL 32233 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 3,Block 150,Atlantic Beacg,Section"H",Plat Book 18,Page 34 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS(Type): #9-##.#N' or ##. ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bi.NFIP COMMUNITY"NAME 8 COMMUNITY NUMBER B2.COUNTY NAME B3.STATE City of Atlantic Beach Duval Florida B4.MAP AND PANEL B5.SUFFIX I B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) 120075 fl) I D 041789 X NIA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑ AS Profile ® FIRM ❑Community Determined ❑ Other(Describe): B11. Indicate the elevation datum used for the BFE in B9:® NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes❑ No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* [] Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations-Zones Al-A30,AE,AH, A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used BM Does the elevation reference mark used appear on the FIRM? ❑Yes ® No o a)Top of bottom floor(including basement or enclosure) 11 .7 ft.(m) o b)Top of next higher floor N .A ft.(m) o c) Bottom of lowest horizontal structural member(V zones only) N .Aft-(m) o d)Attached garage(top of slab) 11.2tt.(m) E o e) Lowest elevation of machinery and/or equipment w`° servicing the building N.Aft-(m) E 15 o f) Lowest adjacent grade(LAG) 10_-Zft.(m) Z in o g)Highest adjacent grade(HAG) 11.3ft.(m) 2 o h) No.of permanent openings(flood vents)within 1 ft. above adjacent grade 8 J o i)Total area of all permanent openings(flood vents)in C3h-sq. in. (sq.cm) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME H.BRUCE DURDENKJR. LICENSE NUMBER 4707 TITLEPRESIDENT COMPANY NAME DURDEN SURVEYING AND MAPPING,INC. ADDRESS CITY STATE ZIP CODE 8150L NESTA6400/& JACKSONVILLE- FL 32211 SIGNATURE DATE • , TELEPHONE 900724-5588 FEMA Form 81-31,AUG 99 SEE VERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: BUILDINC•STREET ADDRESS(Including Apt.,Unit,Suite, and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number 850AAain Street CITE STATE ZIP CODE Company NAIC Number Atlantic Beach FL 32233 SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company, and(3)building owner. COMMENTS ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items E1 through E4. If the Elevation Certricate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2. The top of the bottom floor(including basement or enclosure)of the building is ®ft.(m)_in.(cm)❑ above or ❑ below(check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is _ft.(m)_in.(cm)above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain managernent ordinance?❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who r pletes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPR SENTATIV 'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS E] Check here if attachments SE TIO G-COMMUNITY iNF ATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C(or E),and G of this Elevation Certificate. Complet the applicable item(s)and sign below. G1. ❑The information in Section C was taken from other document tion that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law t certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑The following information(Items G4-G9)is provided for community floodplain management purposes. G4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: _ft.(m) Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31,AUG 99 REPLACES ALL PREVIOUS EDITIONS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 . . . _ 20/02 Property Address . . . . . . 850 MAIN ST Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RADY, THOMAS RICHARD GRAVES ELECTRIC 850 MAIN STREET 5355 AIRPARK LOOP ROAD WEST ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 284-7855 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NEW 200AMP 1PH 3W 240V SERVICE Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/19/03 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 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 THIt PFR I IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL NONEON TRANSF. NO VA MA MOTOR SIZE EACH SIGN SWITCH FLASHERS _ Updated 5nW002 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025083 Date 10/25/02 Property Address . . . . . . 850 MAIN ST Application description . . . REINSPECTION FEE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------ ----- - ------------ -------------- -- - ------- PEARSON CONSTRUCTION 1710 LIGHTY LANE ATLANTIC BEACH FL 32233 (904) 246-8528 ------------------------------------------ -------------------------------- -- Permit . . . . . . REINSPECTION FEE Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ----- ----- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. • • al,F-Al MMM 0 IreTwId • • - 7,FTV I IF • • • • 1,010 • � ; • to • • 1 . _ • t/ a tf1 /It /f11 • • - . . . • 1 44 •n ' My "' '�- <�no, 3P F iK� ? Ar's�-�%•. x ffm•e.r..c.. m -c - f 's�u-' c• r c'``2- .�ty��a ONV.a ' � c.'r - ,ne '_'. m.•''.3'^a3+�..3�•a-r •y,..d.e-,.'c -1..y,r..-,� e,,`.s - `ri 4'd OW` y� `` `^.v •'i �s?".�,7E . • � � k^.�� )� } �Y ,�,_ = e,�., ��,.o";'m�S�r3.'-- + �] .��;��'^s-tet�'-`'~O ' " `•t t A,y.ea. z ter ':` - bra -^w,� Yz -r.%"a:u'- p 't� �, -`x T�. ".::,��r r f 'A'i'm sr•�'��i��,.-. � �`,�,,,� �. �'Y; ,r r - E'_k-b,X + Vii- i ...w:� 'dF •s� a M- P yo ti ti i : • • :,t.� r> �4 �rV4 � r CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233-Tel- 247-5826- Fax: 247-5877 PLUMBING PERMIT LOCATION INFORMATION ----------- PERMIT INFORMATION STREET Address:-- ---- er: 24612 850 MAIN Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):3 Block, 150 Section, Square Feet: Subdivision: SECTION H Parcel Number: Est. Value: ------ Improv. Cost: a e: RADY, THOMAS Date Issued: 8108/2002 Total Fees: 60.50s: Amount Paid: 60.50 Date Paid: 8/0712002 PO tJ-0000 Work sc: INSTALL 13 R CONTRACTQN FEES F.W.-FAIR-PLUMBING C 61750 N fv k, k X 717 OW 01 7,"MA NOTICE- INS C`TIONS MUSTBE REQUES-fED AT LEAS T24 HOU 'PRIOR T NSPECTION A BUILDING MATERIAL, R"' BISH OM THIS 'Mu OT B LACED IN PUBLIC SPACE, AND MUST BE CLEART CTOR OR OWNER A D H ',' "FAILURE TO COMPLY WITH N RESULT IN THE PROPERTY OWNER PAYING TWICE EMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. " COW I OC hNN: 1 $I bed*0: 71 791. - M is ' ATLANTIC BEACH BUDDING----- —PT-- 14 I 12:17.-38 m ; CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024920 Date 9/30/02 Property Address . . . . . . 850 MAIN ST Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RADY ARLINGTON AIR CONDITIONING 11315-2 ST JOHNS INDUSTRIAL PK JACKSONVILLE FL 32246 (904) 725-4402 ---------------------------------------------------------------------------- Permit . . . . . . W/W/O MECHANICAL PERMIT Additional desc . . INSTALL HVAC Permit Fee . . . . 58 .00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 58 .00 58 . 00 .00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 58 . 00 58 . 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. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atiantic i3eaai, FL 322-1W .. Taj- 247_5826- Fax: 247-6877 ELECTRICAL PERMIT PERMIT INFORMATIONtt3INFORMATION ,ermit Number: 24626 Address: 850 MAiW81 Z� Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: TEMPORARY POLI~ Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):3 Biocic. ,150 section. Squznrs ceef, y Subdivision: SECTION H Est. Value: Dam—ef Number: Improv. Cost: - OWNER iNFQRfAATj0N----,.----. ---- atc, Isstmaj, 8/1212002 Name: RADY, TH5-MA—S -- Total Fees: 25.00 Amount Paid: 25.00 e� -0000 r N - Dnfe Paid, 811212002 Ph end T �QL W esc: 60AMPS APhLi CON'TRACTO . ..... o"C CHARD(7R - 25.00 -, AVE%. IC 71 0, e 7 Req ------------ 77� lk -J A- NOTICE - INECTIONS MUST BE REQUESTED AT LEAST 24 HOP "�RIOR T4,4NSPECTION -fHi�;VVC)RK N-1 PIL!"CED, 10'0013LIC SPACE, AN[) BUILDING1 MATERIAL, FkBI31SH AND��, RIS FROM W. HAULEJ Y EITHER CONT�RACT RQ'W" NER MUST BE CLEARED UP) y 1 "FAILURE TO COMPLY 1'41'TA' THEtON3TRVCf wEii 1 W T H E Sow 10PORFRTY OWNER PAYING !SSUED ACCORDING TO APPROVED PLANS O "t�i'4� OF i-HIS PERIW7,AND, SUB JE-^T TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. POW:: 6/ M'Mpkaw: I - -- : WX 0�7A,r-f4 p-III E7tN EFT. 14 ft U11 cl asm; 251* 1 CITY OF ATLANTIC BEACH, FLORIDA Appm-d by APPLICATION FOR ELECTRICAL. PERMIT 02 TO THE CHIEF ELECTRICAL INSPECTOR: DAT IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM, SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH-THE ELECTRICAL REGULATIONS, CODES AND CRY OF ATLANTIC RDIN CES.V 7�� iU"v 1a0"�►ci L CTRICAL FIRM: MASTER JLJECrRICIAN jIGNATURE NAME ADDRESS: y ,� L u� RFD___._BOX BLDG.SIZE BETWEEN.• RES.( APT.( ) COMM.( 1 PUBLIC( ) INDUS.( I NEW(*---/OLD( 1 REW.( 1 ADDITION( ) TRAILER( } TEMP.( i SIGNS ( ) SO.FT. SERVICE: NEW( } INCREASE( } REPAIR( ) FEE CONDUCTOR SIZE AMPS COPPERf ALUM. SWITCH OR BREAKER AMPS PH W '4O T RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 040 AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. Er,xrm 0.100 AMPS. OVSR APPLIANC" I I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 11.1 OVER MOTORS H.P. VOLTAGE I PHS NO. IB.P. VOLTAGE PHS ..MISCELLANEOUS TRANSFORNI& UNDER 600 V. OVER 600Y. NO. I KVA I I NO, KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHES EACH SKIN- FORWARDED d1�.:�1'.lr�4�, CITY OF ATLANTIC BEACH 4 800 SEMINOLE ROAD J ; ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024852 Date 10/02/02 Property Address . . . . . . 850 MAIN ST Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RADY, THOMAS RICHARD GRAVES ELECTRIC 850 MAIN STREET 5355 AIRPARK LOOP ROAD WEST ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 284-7855 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 200AMP 1PH 3W 240V SERVICE Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . 9/20/02 Valuation . . . . 0 Expiration Date 3/30/03 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 l � 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 THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 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 . . . . . . 9/18/03 Parcel Number . . . . . 000000-0000- - Property Address . . . 850 MAIN ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . RADY, THOMAS Contractor . . . . . . PEARSON CONSTRUCTION 904 8528 Application number 03-30024538 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . ' Bu'lding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 24538 Address: 850 MAIN STREET Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):3 Block: 150 Section: Square Feet: Subdivision: SECTION H I Est. Value: Parcel Number: Improv. Cost: 97,450.00 OWNER INFORMATION Date Issued: 7/26/2002 Name: RADY, THOMAS Total Fees: 3,446.68 Address: Amount Paid: 3,446.68 Date Paid: 7/25/2002 )000-0000 _ -- s PhStne: T--- --- — _ v (000 �i Work Desc. CONSTRUCT NEW- -HOM ffi678.00 I __ Ct71VTRACTOR{S� -W- CATION FEES _ PEARSON CONSTRUCTION mi 310.00 1,250.00 Si akk+ I 85.00 ti 5.6 �. 0.30 � .� ''`� 325.00 . 35.00 } . s 750.00 DO 6.96 0.77 I City, of #IwAlc ft" M1 ONO YAKM • 1 .y'. a k. yy,,�,�• • •cif•; 71MM MNMpt 00: 1 96 Un 3f AAS/)•M 1 �� -' q � . !.,y c..e,. S ,& a txr 'F - I J { i"F ry az. w• Vim= �1 II" I _QRjoION mass its 5 I ..SPACE, AND j 9 V=il!llffi. 13 1 fr»,M L h 5 POW 1 ,-_ Ya'$.tJC��t.w'.„ aLT4n a, P`,, �3 £:4,r• - M j TH 7�2 � E79 to 3 j 1 R`n D SUBJECT TO REVOCATION C1 am f1 a to l�146.f�? I” hss OW 7)3M 21M 11:14:0 Tip: OC heiiiiii:MW712110b R�ai1R 7?4l/l 34 RM HML= 1 1678.46 L mum N i OLTM TO WO 6W.- 7/81/fe Tin: 11:14. BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ! ( Building Contractor: 14 �4 Building Permit Number: ,. Address . sJ mat -Iegal DeSCriGtlOP.: L--of � �) �..y"�' � �:� -•�� 1 Improvements to the above described property have been completed in accordance with the terms of the pe=, it and is certified to be ready for occupancy as Lowest Floor Elevation : ( ( • , , reQuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Pubiic Works 3 7 3 "' 7 P.:anr,i r,g 7� Building O-3 ' a CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRI L PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 20�Z IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EL TRICAL FI MASTER ELECTRICIAN SIGNATURE: 0 OWNERS NAME: 71 SADDRESS: Ol-�y�>7_BOX-U BLDG.SIZEBETWEEN: RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TE .( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS:-z 06) COPPER ) ALUM.( FEES SWITCH OR BREAKER Q 0 AMPS PH ' W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS 5 CONCEALED OPEN TOTAL RECEPTACLES w CONCEALED OPEN TOTAL 0.30AMYS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-I OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. KVA NO.NEON TRANSF. NO VA I MA MOTOR SIZE SWITCH FLASHERS EACH SIGN Updated 5/20/2002 SEP-97-2002 04 02 PM ARLINGTON A/C & HEATING 904 646 9964 P. 02 JUlLD046 AND 'ZONING INSPECTION DIVISION CITY OF ATCAMTIC KACM APPUCATION FOR MECHANICAL PERMIT c1►Lwll nY11Ntn IMPONTANT—A ficlnt to co PP mplMa aU itonu in rectionl I,II, III, Md IV. � .BION fiw.t wlh..a. s Iah..a.1y ll...ta jr Aw 11: AROMI—To bo eolnpletod by aN!pM M. h N�.111....1 .l s•wJ1 y4.•w f..1.1.E 4• >i« 4«06.4 d 1►d'.'etiw *...t7 q.•.t.p-two..ij..1 i.."WA.w.a �'�' IM.wU•.�j�A 06".d 1axi11aNto..hi.Y «••hd\.•.yl w"6•..r/...w.Mie N.W��.f�..1x..w..rlla..x.*ad"..A.M. 1MdM...M. - - IMw VSA 114O.1.M d ' n.Altw..Mit.•« 111• i - is M4114 011"gTNue71M ruin!6404 to ®•�.0 !1111.VAUI 1110 M or r ' 1, ' If VtLL.!1 Y`w 1011lTrYCltlN •fllrlT IV,' pjtML o atM Wf M 16 INOwdals i,MJ�11tr or wMK `.y►..104.1.w.'..w.N.a rd jobb 1••1.1 �/ MdttwNl.N M Qs11Nll.wtd 1 MMI ,Q 11..6001 C.WA O 0. now{v"" � j ,14 Q►tiwrtA�llrt Q �•� G oY."A!111i1tk" %powm'AMM Worms. .O.`MM1...IILOI.I aItlI00 gdt.O ' '. I,i i,` M..Iwr.x�xn/ �^-^••+ V�� V NN.IMIWOWa�gd�w�eMINtY►IMldt.i� i L I 1.7 .r.lw•1• . !, Q eaft u..w Car"* O ,otos—irwl�r 1111!WA=OUR dollwA W4 OKY j' r•�.r..rl._ Ixt.Wl Ir...a..q I lb;'YhparlM�....w maim j1.. ° v ''..'`r i llmm= Mom 1�01SWLACW 4. ON ! t C2TY OF ATLANTIC BEACH APPLICA_T.IO N FOR PLUMBING PERMIT JOE LOCATION :_ PAiJ S� CNI\ER OF PROPERTY : - �40 TELEPHONE NO c� C— YVY PL_M$ING CONTRACTOR - /� FA r1t,' CO�\T-RACTOR.' S ADDRESS� : STATE LICENSE NUMBER: - O3 �TTELEPHONE: V/ 71 l/ HOW MANY OF THE FOLLOWING FIXTURES RE-P I PED OR NEW SINKS _ SHOWERS LAVATORY WATER HEATERS BATH TUE__�S DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR D11".AINS / SHOWER PANS SEWER _WATER R.E-PIPE, (LIST FIXTURES BEING REPIPED) CTHER TOTAL, FIXTURES : x $3 . 50 + $15 . 00 + 0 MINIMUM PERMIT FEE - $25 . 00 SI,-NAT'URE OF OWNER: Ali - SI,`NATURE OF CONTRACTOR: --------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION -)F THE SOUTHERN STANDARD PLUMBING CODE . CA.1L F. DP,`r AHEAD TO SCH-DULE INSPECTIONS - ( 904 ) 247-5826 r usr t k- E l O ;" City of Atlantic Beach w S,0 � Building and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805• http://www/ei.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAAULY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE 6/26/02 JOB ADDRESS , LOT 3, BLK 150, SECTION H. APPLICANT Tom RAny ADDRESS 527 DAuIS -,TF NFP RC'H. ET, 32213 PHONE: ?d9 9.0 LEGAL DESCRIPTION: BLOCK NUMBER 15 0 LOT NUMBER_3_ZONING DISTRICT H. CONTRACTOR PEARSON CONST. STATE LICENSE NUMBER 416CBC 60 ADDRESS 1710 LIGEiTY LA PHONE 246-8528 CITY NEP BCH STATE FL ZIP 32266 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE NEW HOME CONST. PRESENT USE OF LAND OR BUILDINGS) UACANT VALUATION OF PROPOSED CONSTRUCTION $80, 575.00 Is this an addition? Ne - If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? NO If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department'of Public Works to determine if a pre-construction or post-construction topographical survey 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 02n8/02 • ZnergY_t-6Qe Corms, Notice of Commencement, Owner/Contractor Affidavit if Owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904) 247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. STEF 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904) 247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER ate/ DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. i SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE LARDING THIS APPLICATION (PLEASE PRINT) NAME RICHARD PEARSON MAILINGADDRESS 1710 LIGHTY LA. NEP BCH, FL 32266 PHONE 246-8528 FAX E-MAIL A M A SWORN AND SUBSCRIBED BEFORE ME THIS / DAY OF d STATE OF FLORIDA,COUNTY OF DUVAL w on State of�& NOTARY'S SIGNATURE My.cm.sicpires Apol 8.2665 + Comm.�lo.`CC 824856 AS TO ER: ersonally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known [Produced identification Type of identification produced ov2s/o2 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address s0 /`1 �� UN S 7- E W Datez-- Heated Square Footage 1 1 9 0 @ $ -7 2- per sq ft = $ X C G$ 0 Garage/Shed J� @ $ 30 per sq ft = Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ /6 U TOTAL VALUATION: $ c� 7 � q,'5-6 . � :o $ 2 4 0 Total Valuation 1st $ 5-0, 000 K 7 �(ST l 9 L $ z Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ Yom, ( ) Fireplaces @ $15 . 00 $ -0 - BUILDING PERMIT FEE $ '444'CQ"j WATER IMPACT FEE $ 3 / 0 SEWER IMPACT FEE $ f-2 ro WATER METER/TAP $ S-- CAPITAL IMPROVEMENT $_ 1 SEWER TAP $ _6 (11?0) RADON (HRS) . 0050 $ O SECTION H PAVING (So ' ) $ O - HYDRAULIC SHARES $ b CROSS CONNECTION $ 3 (/JSP?}' SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : WATER IMPACT FEE WORK SHEET ADDRESS: S M/'F/N S T. - DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 2, Bathroom group.consisting.of water closet, lavatory., bidet, and,bathtub or shower 6 Z Bathtub (With or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain ZIGE F R 1/2 's Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 2— Laundry tray (1 or 2.compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 3/ O S'FEF 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER �G!yL� DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND 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 CORRESPONDENCEGARDING THIS APPLICATION (PLEASE PRINT) NAME RICHARD PEARSON MAILINGADDRESS 1710 LIGHTY LA. NEP BCH, FL 32266 PHONE 246-8528 FAX E-MAII. SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF &"-L STATE OF FLORIDA,COUNTY OF DUVAL �' ANNALEE L.MA'tI8NOTARY'S SIGNATURE � '"*,Steffe of FO*m. My comewes April 8.28 3 AS TO ER: Comm.No.CC 824656 Vpersonally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known [Produced identification Type of identification produced 02/28/02 ''Yip......_ P' Book 10549 Page 395 MIN. RETURN -1 ONE# NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. State of FLounty o�QUVAL� To whom it may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida States, tIe followkg Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: LOT 3,BLOCK 1 5 0,SECTION H. ATLANTIC BCH, FL 32233 Address of property being improved: SAME A_LEGAL General description of improvements: NEW HOME RESIDENCE Owner TOM RADY Address 527 DAVIS STNEP_ BCHF FL 32266 Owner's interest in site of the improvement RESEDENCE rars elso Fee Simple Titleholder (if other than owner) Fi NameJiM Ell 01:43:51 P" ER Address CLERK CIRCUIT COURT __ Contractor RICHARD N. PEARSON DBA PEARSON CO:N; ;:, _ TRUST FUND ; 1.00 17110 LIGHTY LA. NEP BCH FL Address BCH.- FL Phone No. 904-246-8528 Fax No. Surety(if any) _ N/A Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the const ction of the imprpvements. Name OWNER Address Phone NO. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _ HH&A CONST, Address 645 MAYPORT RD. ATL BCH FL, 32233 Phone No. 249-9905 Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name HH&A CONST Address 645 MAYPORT RD. .ATL BCH, FL 32233 Phone No. 249-9905 Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): V iiS SPACE FOR RECORDER'S USE ONLY OWNER Signed: - Date: Before me this of r?� in the y ANNALEE L MAYES County of Duval, State of Florida, hag personally appeared Notary PUW,Stem of Honda s/ My comm.expires April 8,20M Comm.No.CC 8248% Notary Public at Large, State of Florida, oun of DuvaL My commission expires: Personalty Known or Produced Identification 3' tk CitY Atlantic of Qeach Building and Zoning 17+ity of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL,ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE 6/26/02 JOB ADDRESS , LOT 3, BLK 150, SECTION H. APPLICANT Tom RAINY ADDRESS 527 DAVIS ST, NFA FT, 322-43 PHONE: 9a99gA05 LEGAL DESCRIPTION: BLOCK NUMBER 1 5 0 LOT NUMBER 3 ZONING DISTRICT H. CONTRACTOR PEARSON CONST. STATE LICENSE NUMBER 416CBC 60 ADDRESS 1710 LIGHTY LA PHONE 246-8528 CTTy NEP BCH STATE FL ZIP 32266 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE NEW HOME CONST. PRESENT USE OF LAND OR BUILDING(S) uA C A_NT VALUATION OF PROPOSED CONSTRUCTION $8 0, 5 7 5.0 0 Is this an addition? NO If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? NO If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey 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 02/28/02 MAP SHOWING BOUNDARY SURVEY OF G O T 3 6GOck< 150 A7_1_A1,17"I C )5,. ACJS 5F'C7/0,V AS RECORDED IN PLAT BOOK If PAGE �¢ OF THE CURRENT PUBLIC RECORDS OF r-vj'Al- COUNTY, FLORIDA. CERTIFIED TO T1-10,0<15 ,eA 0Y I MA / N STREET . 0. 00 69-94' 70.00'1p/'7 V O d, O • N w O Oq ou65�RTv V, 0.�3' L=ASr�• BLOCK /50 N � BLOC u /49 50. 00 PaeOE . pa.QAl V Al d 1674 o.3 LVE.9T II GOT l 1 GOT 2 L O T -4 G O T CAMEL 1A 5TI-7E57" UNLESS IT MARS THE SIGNATURE AND THE ORIGINAL SEOF RAISED AL A FLORfDA LICENSED SURVEYOR AND NAPPER, THIS DRAVING,SKETCH, L Jbormps ere based nT I. LEG&D DAT£ Jul e B, 200/ A T'vs is a "res aoeuxrr rmwANT SCALE .2 -'to-trans shoen tAar 61S0J rwFev to UX Coastal and GeoowtiC XWvey Rat", A6t,Avw! ,max gt�p ysy JOB NO. C'v o r Ver t ro/16 tem of JA°9, EKG.VLI of IA?9l. By CrapAe plotthp only, the prgowrty shorn hereon Iles a/thh Z~s, oX Y!!1V CAA R, �I, FZ /05/ os shorn on iM /Iotrol fiwryency A6noq*went Agency (FLAIA..I Ab ftWl Flood/ASW`0nCl P.maT 1,ppv p/or�Lto page 5 Prgpran Flood Insu^once Rote Atop CFJRAt) Ca�rwuvty-Pane!Atw�ber/2�j7Cj- OOO1 D (At AMM /� F!!P Atp AtvbWd a6 to , 4-t .o -T-B 17 x WYET OWS Wf " S advar ovw,-wsr noted any portw of the parcel that may be avewed as vet/aAD& _ MU _�- .� w2+¢w T� by State o,Governwenta/Aproc/rs has not been atterwxd and any /wbY/ty residov a Iu�.LER b A CIATES thereerow a not the rVJPMrAW1#y of Arra &no/rrnbned 6. There way b Restrrtbns tr fesewentf of Ricard evK*flC d by t/Ni exawhetbn that PRMESSJOVAL LAND:C W11 YMT have not been shorn hrreon 6701 l£ICN A4 VIA Suire 02LV E'ox 004> 721-5739 AJAWVIA T1OUS MA MAY Ar USED IN MIS SURVEY ,ACKSLW'V&LC rZOPIA4 AM,% We (13941 721-1226 jd7ILW-"711717171LIfT __.._..._.__.__...7gi�fiCV7.i7JLP7"�II7�'A{i177LW_.._.__.. .. _.... .._._. PCIS Prrwonent Cmotrd 100"t L Jt !ee»sea fwnrsr n�pt as rr+ rr rmr Hers,xww,,a n mor ApwmwAr®v a•Av AcnAx P.RK Pernonent Reference Atmovent R1.E to LQna S}rwyor rfnti wz:x xY a^Wffeav AW JV ACg AKiff vnry nr PLIC. Poet of CWvotom. ,,�A 6 vsonntl.Eiectnr AutJra 11 vl /r rrwYAi9t`:Ai od1[O MN SE7 Av)r 7/1�C ilArt� ,Is Paht of flOerYf� ELYJIP fgtepwevt Awl Lr i" ago lYl►vc"rblS NG AL AV LYe1r7Y7► PC. Povrt of Cu^votve A/C Ar CondtAaeer rraw.ry •m» ruwr►� cuxmsrwtnFatsG,rwawwr m RT. Poert of Tongency CA 7.V. Cabe TMevrsavr St2rAlV s Ad,R PRC. Pans of Rrwrse C�wvatrre L75i Overhead Lr,es r PL Poem of Intersectlan MAV F/eid Alas"-ed , R/V t of 1✓oy R= Rados equals aRld. ir�tl ReetroY Voleew L= Arc Lenth equals RIC D A MILLER STAT£Zr FLORIDA REGISTERED d laeyr LYa= ehrd kar�p 6 Dkrtoner rgwa/s LAND SUPVEYQQ CERTIFICATE Na 39I8 pp lFeYa p�og�oe i p Ar/to or CinZra/Any/i egwa/s L. v AMstrictbn Lbr l.P, Jron P#oe swt Easewent Cone- Crnerete CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION OCATION INFORMATION Number: 24335 Address: LOT 3 BLOCK 150 Permit Type: TREE REMOVAL ATLANTIC BEACH, FLORIDA 32233 Class oof Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section:" Square Feet: Subdivision: Est. Value: Improv. Cost: Parcel Number: - � OWNER INFORMATION Date Issued: 6/25/2002. - .Name: RADY;THOMAS." Total Fees: Address: Amount Paid: Date Paid: Phone; '(000)000-0000 Work Desc:.'TREE REMOVAL CONTRACTORS APPLICATION.FEES PROPERTY OWNER' a,+ e NOTI a h A t BUILDING MATE MUST BE CLEAR `> < PACE,AND S "FAILURE TO C.0 PROPERTYOWN� §x. a v HE ISSUED ACCORDING FOR VIOLATION OF APPLICAB° i3 ,, JECT TO REVOCATION ' r,�x hs.u`^ � �.� •rte'?-'' Y ATLANTIC BEACH B ILDING EPT. X50 f no MINUTES OF TREE CONSERVATION BOARD June 12, 2002 A regular meeting of the Tree Conservation Board was held Wednesday, June 12, 2002, in the City Hall Conference Room. Present were Joan McCloud,Barbara Mears,William Permenter, Carol Rockwood, Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 7:02 p.m. 2. Recognition of Visitors None. 3. Approval of Minutes of Meeting of May 22, 2002 A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of May 22, 2002. 4. Old Business None. 5. New Business A. Tree Removal Applications: 1) 2375 Seminole Road: Building Official Ford advised that the applicant requested that his application be deferred until the next Tree Conservation Board meeting. 2) L.ot13;Block 150,Section H: Barbara Mears advised that she would abstain from voting on this application due to the fact that she prepared the tree survey for the applicant. Mr.Ray Hinson introduced himself as the contractor for the applicant. Mr. Hinson stated that he would like to remove a 22"pine and a 32"oak to be mitigated with oaks on site. A motion was made by Board Member Rockwood,seconded by Board Member Shaughnessy,to approve the application and to direct the Building Official to issue a permit for the removal of 22" of pine to be mitigated on site with a 5.5" oak,a 4" oak and a 3.5" oak; and the removal of a 32" oak to be mitigated on site with a 5.25" oak,a 4" oak and a 3.25"oak. The vote was called and Joan McCloud,William Permenter,Carol Rockwood and Maureen Shaughnessy voted in favor of the motion. 3) Lot 4,Block 199,Section H: Building Official Ford advised the Board that the applicant was not able to attend this meeting but requested that the Board review the applications for Agenda items 5.A.3., 5.A.4. and 5.A.5. The Board changed the order of the agenda,addressing 5.A.5. first, 5.A.4. second and 5.A.3. third. 5) Lot 6,Block 199, Section H: Board members made corrections to the survey. A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and unanimously carried to approve the application and to direct the Building Official to issue a permit for the removal of 23" of oak to be mitigated on site with a 5" oak,a 3" oak and two 4" oaks. In addition,the Board recommended that Mr.Bennett consider moving the footprint of the house to the north to protect the 23" oak which is not designated on site to be removed. LI T Y OF ATLANTIC BEACH 'LrD,.-vL,,E REMOVAL APPLICATION lAll aunlications must be submitted with seven (7) conies and received by 5 PM on the Fridav ten ` 1 u) daysprior to the scheduled meeting in order to be placed on the agenda. I *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. l J I. -rH O M A S ZA P I 527 VA\►I s 5T SAE FT01-4G $q�-A 241 &1'T D v APPLICANT NAME ADDRESS TELEPHONE , l2. L.O r 5 St oc z- 15a A'rLAkM G ar_-A6H sea-'I ori ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: AZ6 Ltd 51A>6 LZ �,�mrLy JZEs iz��'nlG�' 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? C YFS X NO ❑ NOT SURE 5. PROPERTY ZONING: )RESIDENTIAL 0 COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER DIA.AIETER MITIGATION IN'T'ERIOR )EXTERIOR PIMA 225"oau7 OAV,?3,5ot't#< OAK sj,1- (TrL PL S145CAK)2.756AK,4OAK 3,z,5'' DA 9 ' Diameter at Breast Height (D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. IF J * See attached diagram for determination of interior and exterior zones. 7. SITE PL_A.NPZ`REE SURVEY indicating: a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six: inches or morin. d) Tree species and sizes. e) Trees to be removed should be clearly marked witb an "r'. f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. I) Location of trees to be pre.served on-site with barricading noted. 8. OIC'-SITE REQUIREMENTS: , a) All trees identified for.remoi,al MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with 13LUE flagging,paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OI..INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. .Applicant's Signature Date f=LZ- Owner's Signature Date CITY USE ONLY: � -� - � Tree onservation Board Chairperson Date r TREE PROTECTION f PROPERTY UNE PRIVATE PROTECTED TREE020.00' D B H F 5' OR MORE -- -- - -------- ---- ----- 1 PRIVATE ( { > PROTECTED TREE I i a { PRIVATE PROTECTED TREE :� PROPERTY ( � LINE j ( 0 0 I D B H OF 20" OR MORE I = L 1.0 f Imo PROPERTY ( I o (DBHOFIO- ORMOREIN LINE a I COMMERCIAL & INDUSTRIAL PRIVATE w { > PRDPERTY) PROTECTED m o I , 0� ' TREE oil ,. I I 7.50' - T PRIVATE PROTECTED TREE D B H .OF 5" OR MORE 20.00' r 1 PROPERTY J LINE C)Z, PROPERTY LINE SIDEWALK SIDEWALK t PUBLIC PROTECTED TREE p D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF: SIX (6) INCHES OR MORE LOCATED ON ANY L07 WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY LINE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWZNTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10' FOR COMMER- CIAL & INDUSTRIAL PROPERTY) 2. ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, D�ARTMENT OF AGRICULTURE. B. PUBLIC PROTECTED .TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCHES OR LARGER WTHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TREE ON PRIVATE OR PUBLIC LAND DESIGNATED BY THE CITY COUNCIL AS A SPECIMEN TREE. ?REEPRO CAMELIA STREET Tree Removal Approved as Noted y ate k/ LU 3.5"O NK 6"OAK []• w 6'OAK •7.5"OAK ' ["] ,2 OAK 4 O E '8'OAK G]4"OAKS " 5"OAK '10"OAK Z I 1 20' REARS BACK LINE .25"OAK l 00 C17U AK r, m 1 22-PIN 0 -T 1 N O p 16.5°+11.75"+3.75" CTS l TRIPLE OAK f X 7"OAK X3" K O _ rOAK .cf) !. C 7 3.5"OAK X II'OAK LU 3.75-OAK C•] I l 7.5'OA 1 " K 5.25"OAK •] l ^ J 2 )'FRONT SETBACK LINE 77BAY 4:••''•'�; •,l=: 6.25"OAK " wX' I C 7 5.5 OAK 50.00' ,75"MIMOSA MAIN STREET LOT 3 BLOCK 150 ATLANTIC BEACH SECTION "N" TREE MITIGATION FOQ A SINGLE FAMILY HOUSE SCALE I' a 20' 05-31-02 s FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LO ATL BCH hiLVUL 150 - Address: Permitting Office: ATL BCH City, State: ATL BCH, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24,0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1190 112 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 121.7 112 _ a. Electric Heat Pump Cap:22.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPP: 7.00 _ d. Tint/other SHGC-double pane 0.0 112 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 170.0(p)f1 _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types - 'i a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1052.0 ft2 _ ! EF:0.88 _ b. Frame,Wood,Adjacent R=11.0,280.0 ftZ b. N/A a 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=30.0,1190.0 112 _ = 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,80.0 ft _ MZ-C-Multizone cooling, b.N/A NIZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as-built points: 20560 PASS Total base points: 21491 I hereby certify that the plans and s cifications covered Review of the plans and zgE sT by this calculation are in compliianc with the Florida ; specifications covered by this o� 9TH Energy Code. calculation indicates compliance ,,;' with the Florida Energy Code. PREPARED BY: Before construction i 1 s completed DATE: this building will be inspected for _ I hereby certify that this building, signed, is in compliance with Section 553.908 compliance with the Florida E y d Florida Statutes. ionWE s OWNER/AGENT: BUILDING OF CIALW 40 : -O Z DATE: DATE: EnergyGauge®(Version: FLRCPB v3.2) 4 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , ATL BCH, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1190.0 20.04 4292.6 Double,Clear N 1.5 5.0 8.0 19.22 0.92 140.8 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double, Clear E 1.5 6.0 30.0 40.22 0.91 1101.4 Double,Clear S 1.5 2.0 5.4 34.50 0.57 104.5 Double,Clear S 1.5 6.0 15.0 34.50 0.86 443.1 Double,Clear S 1.5 7.0 33.3 34.50 0.89 1029.2 As-Built Total: 121.7 3596.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 280.0 0.70 196.0 Frame,Wood,Exterior 11.0 1052.0 1.70 1788.4 Exterior 1052.0 1.70 1788.4 Frame,Wood,Adjacent 11.0 280.0 0.70 196.0 Base Total: 1332.0 1984.4 As-Built Total: 1332.0 1984.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.40 48.0 Exterior Insulated 20.0 4.10 B2.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 20.0 1.60 32.0 Base Total: 40.0 170.0 As-Built Total: 40.0 114.0 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1190.0 1.73 2058.7 Under Attic 30.0 1190.0 1.73 X 1.00 2058.7 Base Total: 1190.0 2058.7 As-Built Total: 1190.0 2058.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p -41.20 -7004.0 Raised OA 0.00 0.0 Base Total: -6290.0 As-Built Total: 170.0 -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge4DJFIaRES'2001 FLRCPB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ,ATL BCH, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 14365.6 Summer As-Built Points: 12899.2 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) 12899.2 1.000 (1.090 x 1.147 x 1.04) 0.341 1.000 5504.2 14365.6 0.4266 6128.4 1 12899.2 1.00 1.250 0.341 1.000 5504.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FfaRES'2001 FLRCPB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , ATL BCH, FL, PERMIT#.- B A S'E :BASE As-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Paint .18 1190.0 12.74 2728.9 Double,Clear N 1.5 5.0 8.0 14.30 1.00 114.9 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double,Clear E 1.5 6.0 30.0 9.09 1.04 282.4 Double,Clear S 1.5 2.0 5.4 4.03 2.27 49.0 Double,Clear S 1.5 6.0 15.0 4.03 1.12 67.6 Double,Clear S 1.5 7.0 33.3 4.03 1.07 144.4 As-Built Total: 121.7 1038.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 280.0 3.60 1008.0 Frame,Wood,Exterior 11.0 1052.0 3.70 3892.4 Exterior 1052.0 3.70 3892.4 Frame,Wood,Adjacent 11.0 280.0 3.60 1008.0 Base Total: 1332.0 4900.4 As-Built Total: 1332.0 4900.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 11.50 230.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 20.0 8.00 160.0 Base Total: 40.0 476.0 As-Built Total: 40.0 328.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1190.0 2.05 2439.5 Under Attic 30.0 1190.0 2.05 X 1.00 2439.5 Base Total: 1190.0 2439.5 As-Built Total: 1190.0 2439.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p 18.80 3196. Raised 0.0 0.00 0.0 Base Total: 1513.0 As-Built Total: 170.0 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPS v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , ATL BCH, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 11355.7 Winter As-Built Points: 11200.3 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) 11200.3 1.000 (1.069 x 1.169 x 1.00) 0.487 1.000 6818.3 11355.7 0.6274 7124.6 111200.3 1.00 1.250 0.487 1.000 6818.3 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ,ATL BCH, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238. CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6128 7125 8238 21491 r 5504 6818 8238 20560 PASS rr__yo4.j S EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge0flaRES'2001 FLRCPB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 11 ADDRESS: ,ATL BCH, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS TSECTION i REQUIREMENTS FOR EACH PRACTICE CHECK o Exterior Windows_&Doors '606.1_ABC 1.1 Maximum:,3 cfm/sq.ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.11,1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors i 606.1.ABC.1.2.2 Penetrations/openings>118"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. p 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. i Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from - conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ','Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, -_ -; have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)__ COMPONENTS .SECTION REQUIREMENTS CHECK, Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 1612.1 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 aallons_ver 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 EnergyGaugeOlFlaRES'2001 FLRCPB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.3 The higher the score,the more efficient the home. ATL BCH, FL, 1. New construction or existing New 12. Cowling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family 1 SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1190 W c. NiA 7. Glass area&type a. Clear-single pane 0.0 ftz _ 13. Heating systems b. Clear-double pane 121.7132 _ a. Electric Heat Pump Cap:22.0 kBtu/hr _ a Tint/other SHGC-single pane 0.0 ft2 _ 14SPF:7.00 - d. Tint/other SHGC-double pane 0.0 112 b. N/A 8. Floor types a. Slab-On-Grade Edge Insulation RAM, 170.0(p)ft _ c. N/A , b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1052.0 W _ EF:0.88 b. Frame,Wood,Adjacent R=11.0,280.0 ft2 - b. N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ D HP-Dedicated heat pump) a. Under Attic R=30A, 1190.0 ft2 _ 15. HVAC credits b. N/A _ (CF-Ceiling fan,CV-Crass ventilation. e. N/A HF-Whole house fan. 11. Ducts _ PT-Programmable Thermostat, a. Sup:Une. Ret:Unc. AH:Garage Sup.R=6.0,80.0 it RB-Attic radiant barrier, b. N/A ML-C-Multizone cooling, ML-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) OltTSB SrgTs in this home before final inspection. Otherwise,a new EPL Display Card will be completed0 ;, based on installed Code compliant features. `j Builder Signature: ^ Date: Address of New Home: _ , City/FL Zip: f`pGod �`'�' *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar`'designation). your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Enemy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.. ec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Communit),Affairs at 8501487-1824. EnergyGaugeV(Version: FLRCPB v3.2) Residential System Sizing Calculation Summary Project Title: Code Only LOT4 ATL BCH Professional Version ATL BCH, FL Climate: North 6/6/2002 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidi data: interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 18996 Btuh Total cooling load calculation 18980 Btuh Submitted heating capacity 22000 Btuh Submitted cooling capacity 24000 Btuh Submitted as% of calculated 115.8 % Submitted as % of calculated 126.4 % WINTER CALCULATIONS Winter Heating Load for 1190 sqft) Load component Load Ducts(5%) Window total 122 sqft 3359 Btuh Wi niaava`,E%' Inti1y17%) i Wall total 1332 sqft 4081 Btuh Door total 40 sqft 545 Btuh Ceiling total 1190 sqft 1547 Btuh Dours(3%) Floor total 170 ft 5236 Btuh Infiltration 79 cfm 3323 Btuh Subtotal 18091 BtuhYVaBs{21%) Duct loss 905 Btuh TOTAL HEAT LOSS 1 18996 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 sqft) Load component Load Window total 122 sqft 4810 Btuh Latert fraternal(?%) Wall total 1332 sqft 2467 Btuh Door total 40 sqft 425 Btuh `�`e""""'c'2%' ` Ceiling total 1190 sqft 1737 Btuh Floor total 0 Btuh Infiltration 70 cfm 1454 Btuh internal gain 3000 Btuh Subtotal(sensible) 13893 Btuh Duct gain 1389 Btuh D��+Sc?%, Wa0sc396) Total sensible gain 15282 Btuh h±fil.i8%) ppprs(2%) Latent gain(infiltration) 2318 Btuh Latent gain(internal) 1380 Btuh EnergyGauge&System Sizing based on ACCA Manual J. Total latent gain 3698 Btuh PREPARED BY: TOTAL HEAT GAIN 18980 Btuh DATE: EnergyGauge® FLRCPB 0.2 System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only LOT4 ATL BCH Professional Version ATL BCH, FL Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 6/6/2002 Window Panes/SHGC/Frame/U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF N 8.0 27.6 221 Btuh 2 2, Clear, Metal, DEF N 15.0 27.6 414 Btuh 3 2, Clear, Metal, DEF W 15.0 27.6 414 Btuh 4 2, Clear, Metal, DEF E 30.0 27.6 828 Btuh 5 2, Clear, Metal, DEF S 5.4 27.6 148 Btuh 6 2, Clear, Metal, DEF S 15.0 27.6 414 Btuh 7 2, Clear, Metal, DEF S 33.3 27.6 920 Btuh Window Total 122 3359 Btuh Walls Type R-Value Area X HTM= Load 1 Frame- Exterior 11.0 1052 3.4 3577 Btuh 2 Frame-Adjacent 11.0 280 1.8 504 Btuh Wall Total 1332 4081 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 20 17.9 357 Btuh 2 Insulated -Adjac 20 9.4 188 Btuh Door Total 40 5456tuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 30.0 1190 1.3 1547 Btuh Ceiling Total 1190 154713tuh Floors Type R-Value Size X HTM= Load 1 Slab-On-Grade Edge Insul 0 170.0 ft(p) 30.8 5236 Btuh Floor Total 170 5236 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 11900(sgft) 79 3323 Btuh Mechanical 0 0 Btuh Infiltration Total 79 3323 Btuh Subtotal 18091 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 905 Btuh Total Btuh Loss 18996 Btuh Key:Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types-metal,wood or insulated metal) (U-Window U-Factor or'DEF'for default) (HTM-ManualJ Heat Transfer Multiplier) Key:Floor size(perimeter(p)for slab-on-grade or area for all other floor types) EnergyGaugeV FLRCPB v3.2 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only LOT4 ATL BCH Professional Version ATL BCH, FL Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 6/6/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear, DEF,N, N N 1.5 5 8.0 0.0 8.0 23 23 184 Btuh 2 2,Clear, DEF,N, N N 1.5 6 15.0 0.0 15.0 23 23 345 Btuh 3 2,Clear,QEF, N,N W 1.5 6 15.0 0.0 15.0 23 72 1080 Btuh 4 2,Clear,DEF, N,N E 1.5 6 30.0 4.0 26.0 23 72 1966 Btuh 5 2,Clear, DEF,N,N S 1.5 2 5.4 5.4 0.0 23 37 123 Btuh 6 2,Clear,DEF,N,N S 1.5 6 15.0 15.0 0.0 23 37 345 Btuh 7 2,Clear,DEF,N,N S 1.5 7 33.3 33.3 0.0 23 37 767 Btuh Window Total 122 4810 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 1052.0 2.0 2125 Btuh 2 Frame-Adjacent 11.0 280.0 1.2 342 Btuh Wall Total 1332.0 2467 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 20.0 10.6 212 Btuh Door Total 40.0 425 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1190.0 1.5 1737 Btuh Ceilin.q Total 1190.0 1737 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0 0 170.0 ft(p) 0.0 0 Stuh Floor Total 170.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 11900 69.6 1454 Btuh Mechanical 0 0 Btuh Infiltration Total 70 1 1454 Btuh Internal Occupants Btuh/occupant Appliance Load ain 6 X 300 + 1200 3000 Btuh Subtotal 13893 Btuh Duct gain(using duct multiplier of 0.10) 1389 Btuh Total sensible gain 15282 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 2318 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 18980 Btuh EnergyGaugeO FLRCPS v3.2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only LOT4 ATL BCH Professional Version ATL BCH, FL Climate: North 6/6/2002 Key: Window types (SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) lU -Window U-Factor or'DEFfor default) InSh -Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) ExSh - Exterior shading device: none(N)or numerical value) Ornt-compass orientation) FnergyGsuge(M FLRCPB 0.2