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Permit 158 S Oceanwalk Dr (vault) Job Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135615 7470 F01 FLOOR 14 1 Job Reference (o.tional) Builders Truss Mfg., Woodbine, GA 315.•, amZe $lover 5.000 s Jun 9 2003 Mirellustries, Inc. Mon Jul 07 12:52:21 2003 Page 1 1 1 1 -3 -0 1 I t -6 -0 Scale = 1:35.1 4x4 = 3x4 = 4x4 = 1x3 = 3x4 = 3x4 = 3x6 FP= 1x3 11 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = 1 2 3 4 5 6 7 8 9 10 11 le sa ■r: is - 44 / 1 I I! J 4i 25 4 WM ►, 22 21 20 19 18 17 16 15 14 13 3x4 = 4x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x6 FP= 3x4 = 4x4 = 3x4 = 1 1 -6 -0 i 4 -0 -0 , 6 -6 -0 9 -0 -0 , 10 -9 -0 , 12 -0 -0 1 14 -6 -0 i 17 -0 -0 19 -6 -0 , 21 -0-0 I 21 -0-0 Plate Offsets (X,Y): [1:Edge,0 -1 -81, 12:0- 1- 8,Edge1, [7:0- 1- 8,Edge1, [10:0- 1- 8,Edge1, [11:0- 1- 8,Edge1, [13:0- 1- 12,Edge1, 114:0- 1- 8,Edge1, 119:0- 1- 8,Edge1, [21:0- 1- 8,Edgel, 122:0- 1- 12,Edge] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 VertILL) -0.36 17 -18 >684 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.50 17 -18 >499 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.09 12 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 480 Weight: 112 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5 -11 -1 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 4 X 2 SYP No.3 `, �111111 REACTIONS (lb/size) 23=1135/0-3-8, 12=1135/0-3-8 S. S. R E�� /,,, FORCES (lb) - First Load Case Only P� • • • .' [ 1 F/ 1 � ' � TOP CHORD 23- 24= -1129, 1- 24= -1128, 12- 25= -1130, 11- 25= -1128, 1- 2= -1029, 2- 3= -2600, 3- 4= -3627, , Ui ti C� � � • i 4 -5= -3627, 5 -6= -4271, 6 -7= -4271, 7 -8= -4181, 8 -9= -3640, 9 -10= -2596, 10-11=-1030 BOT CHORD 22- 23 =51, 21 -22 =1944, 20 -21 =3228, 19 -20 =4022, 18 -19 =4271, 17 -18 =4271, 16 -17 =4039, N o . 49 68 2 15 -16 =3224, 14 -15 =3224, 13 -14 =1945, 12 -13 =51 *. . WEBS 11 -13 =1418, 1 -22 =1416, 10 -13= -1359, 2- 22= -1360, 10 -14 =969, 2 -21 =976, 9- 14 = -932, 3 -21 = -933, - : * 9 -16 =619, 3 -20 =593, 8 -16= -592, 5 -20= -588, 8 -17 =212, 5 -19 =360, 7 -17= -129, 6 -19= -173, 7- 18 = -77 - * NOTES 7, STA O 1) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be • attached to walls at their outer ends or restrained by other means. _ ® 40 . O •I • LOAD CASE(S) Standard '' E C G? ` %' /rr ,,. /. ,r e / Gaby S. Redwanly, FL Lic #49682 Mi fek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert. #6634 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. -- Design valid for use only with MITek connectors. This design k based only upon parameters shown, and k for an individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Nii® designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility o1 the erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, erection and bracing, consult OST -flit Quality Standard, DSB -89 Tracing Specification, and NI11-91 M iTek Handling Installing and Bracing Recommendation available from Truss Plats Institute, 583 D'Onofrlo Drive, Madison, WI 53719. (1) t -' C 4 o N� _ o o c o 4- a O a r U c 0 U r ° O c 1.) a) c O -., O 0 a)a : O 03 ti-0 Cw pO4, N Q) 0L N .6-° L a) N 4) ° N N ° O O O C C a) ,7, o O O a) 0 0 u m c 0 c} 0- 'N c 0) 0 C C LA Z 0 o � c N o- 0 — 0) 0) O N a o c 7 � > O O �� r 0 U E c Oo a 0- � 4- D-(7 0 O C c Q 6 ` t y O U a) O) N o) - O — a) N a) C a) iii 0 Z' .maa 0) . - c ° -b ,- 0 -- o c.� E c o m `o c _6 -- 7 ui m om 0 V 2 -0 m° o� 0 ° � ,ae m o m °-' 0^1 a� ° o c c r 0 E a L • E N o a - ° y L C 0 �— . 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Z � O [a)c� C NO QV NO� o� Oa O O C a, 0 7 3 O c C N a) c O c v Q [ U' - - 0 0 0 0 U N f 0 .0 0 0 O N Z O a) L -- U O m C L 0+- 0O) W N .N ° 0 a) O a) c a) a t a) N U U c 0 v, N [ a) N ° 7 0 n a) C C N x N 0 � N ' ° C_ O C O L Z E a) () a) 7 v a) N N 7 C C) _ "- a 0 O 0 U U V) < a) E E`0 0 0 0 N Qo ..G v 0 4, E N 0 :o o 'os z U a2'_ u a� , a) 0 OZ a ° z c 0 - O ° * * u o < o < og rsi ea O 1 III O c d N • X < Z A o J I W e W D I I ,. cn d J d m 4 c 0 Job Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 1 15135616 7470 J01 ROOF TRUSS 4 1 Job Reference (optional) Builders Truss Plfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. Mon Jul 07 12:52:22 2003 Page 1 -- -2-0-0 i 1-0-0 3 I 2 -0 -0 1 -0-0 Scale =1:10.3 i. „4, a, di • .• • 8.001 2 Allill Will ■,1 2" 4 2x4 = 1 t-0-0 1 1 -0 -0 0 -0 -2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.11 1 >220 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 3 =- 103 /Mechanical, 2 =291/0-3-8, 4= 10 /Mechanical `‘ \ ‘ 11 1 1 1 1 / Max Horz 2 = 162(load case 4) \ Max Uplift3=- 103(Ioad case 1), 2=- 475(load case 4) \‘‘„A 5• RED y �1 Max Gray 3 = 266(load case 4), 2 = 291(load case 1), 4 = 10(Ioad case 1) • Na / • FORCES (lb) First Load Case Only .` 0•'' I F / • , • ¶ i TOP CHORD 1 -2 =65, 2 -3 = -95 : �••' a. BOT CHORD 2 -4 =0 . * : No. 49682 • NOTES * .. * • 1) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. STATE OF 1 t .' 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 3 and 475 Ib ��� •. • 'c ( OR10O' • •' " 4 uplift at joint 2. . LOAD CASE(S) Standard �P s,.s • El'cl, � NJ *L \\ �� /1 1111 41% f Gaby S. Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert. #6634 : SS a WARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design vald 101 use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component to be N Installed and loaded vertically. y. Applicability of design parameters and proper Incorporation of component responsibility of building designer • not truss M ® designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•BB Quality Standard, DSI -89 Bracing Specification, and HIB -91 M iTe k® Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onohlo Drive, Madison, WI 53719. CI) t o 0 0. a r r0 o p�U a o O L a O N Q o ` o O o N C o 0 -- o N r N CD — Z H oo a) o0 Pa) of NC -5 0 o0 y0 ° ' ° '° 0) o ° _ c 0 . 4- _c O += C 0 0 N a N 0 _C ` a di O y i h 3 cD Na O) Do (it-5. N} 0) 2n E ON b � 0 `" N N v, a � � c y ^, • U 7 N 5 0 ..mac P O ..P. O N C O Q O )5 = Q -0 c0 . N N » -_0 .0 ° L 7 W � - N=0 of O -0 2 N V °N c ° p - 8 2 Lc °C p c.- 0 7— � rn 0 Q — ° ° E -'E °mo of a`o ao o� o°' .-° � ° c V • 0 ,_ O� } w D 'O N r _ D -- v- O 7 O N r o O E O (pc CO V O r N C N O 7 0r 0 O N 3 � • ° -0 C T N E D_ N O O O O? � 3 to o Nc _0 a) � . c- O c N cyp c 0 E C O _a - 0 my - en C 3 -O NQ N a C y� o a. N O) � O 0 9 0 y N w o y O � C.0 a) N � y� D y � y � O ` C 0 .- 0 p N C 0 /�, � , o .- 3 — 3 _ o o _ .- ,,, E . o _3 O y o c - ' _ �/ LL 0 O - L O N O r C N . r _c O a T' D a y a ) U y a a N U r 2 L O N > 0 c) j Q o w 2 N N aC 0 O N ac s - O O 5 o 0 w 0 O0 O a 6 • O N O 0)O E �— Oa 0 N0> N N O ?._ '" °N V O U7 O } } N r C t 0 2 0 E °o a) a a) i �� may E 23 Le a) ` ° c � c a� co V °'5 o} 0 c } c } c E� c a O 0 } 0 0 0 E o 0 Q o N — c c , c v r m N co v 2 G d _a0 UO E. 0 >?g �0a U!i at, 3 C0) -Ll m wJ Q O ; 0 a) UN c` 4 � r L 0 0 CV M V O n m O O (V cr1 u © 080H0 d01 ,A SD so, Z WZ p N O � ^� E Q PM ^ -1 tJ W V W y 8 w J y �, u 0 > co po z ee N N U c 7 O c W O _ 0 ® i Lii Cn f z' V O W ►' I- d U U O I w r. 0 CO ill � - =z c M Z c � 0 Lrn O - . C C o o e U r i - - •o ° v � U • owl km ' m G N� C 1- `0 U LO n I. /�� CL N W Q CO CO CO W 0 N J W F- 0 = W m d V�� ix a E z. Z O = < o y O Z L_ Q �Mis < Q 1 � 72 O.,` W ga O O m U N - < � 3 v m = v m 01:10H0 d01. t a Q L .c r -0 N - 0 0 N 3 a 0 . _ C .- 15 u C L 6_ 0 cp r 0 O E NH 0 a c -- - o Z c N C 0 O N N O O V y 0 O a p +_ — c ° . o c o $ o Q C o• - 0 0 O F 00— OO O — .- 0 t a) ,_'n _ E 0 c = 0 m o •C 0 O 0) L : :.= y W N N o O N a V _ 0 a O c C y ` > O0 `° E O c j 12 0 O QO O O >, O .. C ' 0 0 y O y G C yu-- X u, c 0 � N N F' c C N C N C C to � C O r o co) < c E N O 0 5 O j y 0 c o 0 E o 0 C 0 z _ Z � -a ° . 6 Z .--c at Zo c ^ O / � ° * * * a6 U ol ii r i Cg '' * 5 m 4 2 0 LL Job , Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135617 7470 J03 ROOF TRUSS 4 1 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTFOndustries, Inc. Mon Jul 07 12:52:23 2003 Page 1 i - 2 -0 -0 i 3-0-0 I 2 -0 -0 3 -0 -0 3 o Scale = 1:16.2 8.00 12 2 1 = j111111111111111111111111111111 4 2x4 = 1 I 3 -0 -0 3 -7 -2 3 -0-0 0 -0 -2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.20 1 > 129 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3=30/Mechanical, 2=289/0-3-8, 4=28/Mechanical \ i i ll i , t M ax Horz 2= 215(Ioad case 4) \ \‘ �� f Max Uplift3=- 110(load case 5), 2=- 300(load case 4) Max Gray 3= 62(load case 3), 2= 289(load case 1), 4= 28(load case 1) N‘ � w ••••.. o� ,� II w fi i FORCES (Ib) - First Load Case Only OP T%FI0 • ' . TOP CHORD 1 -2 =66, 2 -3 = -77 V BOT CHORD 2 -4 =0 :10‘1 No- 49682 ., NOTES * • * 1) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. STATE OF • 2) Refer to girder(s) for truss to truss connections. • 74 • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 3 and 300 Ile ". O � .� uplift at joint 2. # •• ORIQ P LOAD CASE(S) Standard '. SS / tiN N , 12/ Gaby S. Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert. #6634 S 1B AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. -- Design valid for use only wlth MITek connectors. This design k based only upon parameters shown, and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 M nrek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrb Drive, Madison, WI 53719. H A` /fi 2' c _ W Q) N O N .. ,� D 0 P C O vi a O- r Lp 0+- O o p�U O c 2 O ° ° c c E D m _ c c c c c w O _ O 5 N C C 0= Di . y 0 0 a) N N 0- .y O) ° C 3 a c Z 0) y 0 N 0 !? C y O O E t C ° C 0 II L 7 y N 0) O : _ O C > p y+ - _c U -+-- c 0 - 0 c+- a 0 C c a y O y -p N V a• ma Q o) O c -,0 c 9. m o� y a) 2 W cu 6 0 2 p y a) ,. Op flU p � ° ° !p � 0 a) pC CL +-p fQ ti .... 7 3 = X3°0 L 0 ;) °O E '2?- O 2 � �O a) 3 ° ) Q 0 -go a)o -p0 V 0 > 7 a� 0 ) 0Q -p � - E 5` o o f ao 0 0 0 0 U E c 0 }0 _ - o' - 10 . a) r •- w oD 0 a) O 0 E y° a O N a) C O - >- } ' � I } -0 t- — ° - O E o w -c N a) 0 N _ N - ° 0 N V E, -2 a) o p o ox 0 ca - o-0 � -o m° � 0'•= - c oo _ - wo " — in w • .0 a) cam- ca) oy*- `n E C O O .L Qu,c o 0 X p C cp 1 . Vi a)0) o OHO N ° N O y J - c o o . '6 t E N o y ° L O , p arc O p A, O. a 8° Q ' E ° m m ` m o c m > o 0 ° y o T30-6 E} 0 `0 3 c c 0 0 0 0 -� x W O ° -p c p -2 a) 0 r c r L O 0 -9- } 0 y Q y ai y a) O -p 0 L 0 ) L 0) O 4' > U 5 '- 0 0 c 0 / O 0)0 0 - y O a ° N _ o y 0 p > � a) Qc 9 , - O 0.E-E, - 0 s 0.5 0..c,_-'6 t c co W . 0 c 5 E - a) C N v 2 0 ° y V 4- c 0 -C -p E y o a) u , } y �- D a) N o O > c 0 0..- o 0 a)� a) a E D 0 0 3 .n - ° o N a t c 0 cue c o c a)"- C� 7 0 5.c o 0.c• . 00 z' o moa 0-2 a °y 'So) m Q ° o 3 a c ) U0 4 u- 8 0 r CV cr) Q L!) .O r< pp O; CV c� V rcj © OFJOHO d01 I SD to \ z W Z _' O °° A' �M ^ ' S Y/ W N CT F 71 4 — U O 0 > co R m o: CT, '''''' IN CD 0 zz o o M ~ NII► �= em r co �< u o L W L ' i _' U O N ,~ C W m �' N r a m cg N W mg U � N ./ ^ O� ; d ci Z 0 C . Z~ N W U Q J_ = f < D . W N Z W < Z = � ' 17 .3 O0, ` W 0 O m 0 cn 01:10H0 d01 "� < 3 V m= U EP) § _ t D ° . t am _0 u 3 Q ,, a) -Si C u - 0 0 0 N 0 0 co 05 j � � y 3 ° 0 '5 a) a) 4 a) Q 0 C c } O L p m -C ui..- 4 ' 0 O O Z 'ECDS c } 3 ( 6Z) 0° !L� O-o O a O p a) ° C m— C N 0 C C y < C - p := p 0 0 0@ O O 0 p O- a cU92 O U _ L f3 � p ko OU L E V O C W 4'. �� O a) 0 c N Q Vd 0 �y ° O ° C oc Oc C � y 5 > 005 E « E °C � ° 0 0 0 QO00>. cj - -- .- c 'Op0 �o N0 CI ( C C N a) X N p E o F O ` C N y .- c H c a) 0 0 O v O y N 5 c C." :- a0 0 0- 0 0 v a) E — 0 * t o I T, * a4. a) ° "6 Z o . �o ° z c o 3 O a v .0 < a NI Ljg a ,_ . 11 5 IX 0 m ' i 2 c O Job Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135618 - 7470 J05 ROOF TRUSS 4 1 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. lvlon Jul 07 12:52:24 2003 Page 1 I -2 -0-0 I 5-0-0 I 2 -0-0 5-0-0 3 Scale = 1:22.0 8.00 12 2 • T7 n s II Ei 4 2x4 = 1 I 5-0-0 5-1-2 5-0-0 0-0 -2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.21 1 >123 BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzITL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. �� '>:1SIi,1 � REACTIONS (lb /size) 3= 112 /Mechanical, 2= 348/0 -3 -8, 4 =48 /Mechanical i Max Horz 2= 284(1oad case 5) `�d • � s. RED % Max U lift3=- 216(Ioad case 5), 2=- 253(load case 4) . • FORCES (Ib) - First Load Case Only V. . , TOP CHORD 1 -2 =66, 2 -3 =48 a : G � �Tt Fl ti ' BOT CHORD 2 -4 =0 �t��'. ' * No. 4682 - NOTES * ; 1) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. STATE 2) Refer to girders) for truss to truss connections. OF Q' 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 Ib uplift at joint 3 and 253 Ib « fl ' 4V uplift at joint 2. l� ' &OR�OP,, 4' . � LOAD CASE(S) Standard r S S I AI. E T ►G ;‘• ` gi ft/. li ---7 I Gaby S. Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cart #6634 : B a WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mi l Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrtcatIon, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI 53719. CO t Z" E • 0 C - °- r Lo Uc ° 0a) a) c ° 2 ' O _ a) a a) -4- O U C 4) id a }ay ° °'-a .a .2. ° o` °(D o O c ° a) la o0 Z 0 O O = N o 0 a) O ° ' N C ° - y a• y o a) °' C 3 a C a) N > p in42 0 U U E • c a 13 0 ° N or a �, U c ° 0 y 7 � a)a 0) C 0, el) �D O N _ o 0 Eo) • 0 o O° °y N a) 7 y �4- ,en U 3 y a N ] v' 0 . C to C �Eh > o-0 o f _ yaE 10a) 0 c0 m2 m ° o c c_c o Ea r- • C 2 O N t a) > U o ° O v_' N O - a O Ti N- C N Q a) p a) ° •0 w _ L .-E 3 o u 2 a' ° ) U > o E� 0 '- - o •- 5 , ` o o f a° a 0 0 U o E 0 c 0 0 .- ' a oo - o a' ° - -- °0 a)° Lv' m °ia Do, O 0 ' E 2 h o cn o0 t2 -- m +i mm °3-a o -� •c� oN 13 FD o "o vs — 32 oa`i a) a) - N �rn °m °moo '>E 2 E o Q � aa) ° 3 0° ma mo c 0 O d a) CD O „e Q O `" c ' `" ° >_- i O o *3 O a) a) v N S' O . y( y o h ij o O a) y o N 0 } 3 — 3 0 - a —� -.- E. 0 -0 - _ u- 0 O 8 - o .6 ° m e a� a o 0_1).2 D a= N � a a) y° 50- L 0 C a) > U o a� '5 o d -aC L � c -_ ai LON - p t m O 5 0 ° E aD O ° u' O N O aC a U U C5 o- 0- - O c w rno o a o a m a> a' a) ° }._ N o a) ° o O ° _ o ° ,_ . -a ' _O -- a) E a--) a) ° C `u' v g O U (TAN a) t C O U 3 ° a g L C 2 O o C y 0 W d p >°c � U }o a)^ a)au Ew0 ° 3 a m e c V o - 5 3 5 a c� c En C a a) o� o o o E o° ao o y- ° c U -t O 2 a v 2 E Lao O O EL E o E? () E o a U! a c y e rn ° a m ° w S ¢ o ° 3 m 0.6 a 4 '5 ri M v o N. o0 0 (5 ri v Lri OUGHOd01 7 so 6 5,: Z .- Z V. 0 CO n � 'M "1 8 W ' � 0 W N O` H J 4- co uo e > �o pp z `�' u O WI- 0 d I I Cb N 0 CD 0 cr O ►- O 0 p Zo � CM �� « u_ U co o 8 V ■ ° m 8 yy j 2 43 0 N J W m d co 0 I. F 2 oC 2 Q J .�, tG OC W '4 7 1037: ,, • 0. w zW t Z Q D 10.4v'''':.- . o<< 3 u o° m m co 05 . ID � iZZ ` OdOHOd01 CO = `cc/9 ._ a? , j _ t _Si f ° t t -0z V ' Q cn w - C C t . 0° _ a ) 0 o m �; ° a m a) 0 3 o a 5 c y CL O :- ° O O CD Cr) a - "Em 7 _c O o -0 .Q y m } }-- 2 Q 0 0 0 c0c c 3 mo 0 0 �' o 45 , 5 a � a a= . - Cl ° � C and C N a) C)C C y • C U -� N =° Ti O N F O 0 0 a) O o� 1- • of L E.� �o 0 o c r • o o 4 O -_o 0 0 >, - o t - c - a - a o "' o y a) N N - G N � _ a) a) C C N 5 X , a c 0 C z c ma) w5 . a' tn D a)o U"- 0 0 c,) < o E - E O o L QO v ° m E y e a 0 =°t — z Ooo aS u_ a- ,- a U �z c). ° z c U - 3 O ° * * * u .0 a ' - ° . O H x � Z Z a iu 0 Job , Truss Truss Type Qty Ply Durham Bldg Mat; yarmathy Residence 15135619 7470 J07 ROOF TRUSS 7 1 Job Reference (optional) — Builders l russ'Mfg., Woo. bine, • 69, Sam De Selover 5.000 s Jun 9 2003 Mt ek Industries, Inc. Mon Jul 07 12:52:24 2003 Page 1 I -2 -0 -0 I 7 -0 -0 I 2 -0 -0 7 -0 -0 4 Scale = 1:27.9 1.5x4 •� 8.00 1 3 2 w ►� 0, 6 5 2x4 = 1 1.5x4 I 7-0-0 i 7 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert)LL) 0.03 2 -6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.20 VertITL) 0.16 1 > 158 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 4 =90 /Mechanical, 2= 420/0 -3 -8, 5= 158 /Mechanical \ ' 111117 If� Max Horz 2= 404(Ioad case 4) \\ s`, RED • l: P, Max Uplift4=- 134(1oad case 5), 2=- 302(1oad case 4), 5=- 99(Ioad case 5) N. S `� � ► '4 /. FORCES (lb) First Load Case Only � 4 ' : � � IL N IFfe -. -r . TOP CHORD 1 -2 =66, 2- 3 = -226, 3 -4 =39 BOT CHORD 2 -6 =123, 5 -6 =0 WEBS 3- 6 = -154 .. 140. 49682 NOTES + -- 1) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.0psf; occupancy category 11; exposure C; s .0 enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. . T . •• STATE OF Z 2) Refer to girder(s) for truss to truss connections. e 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 Ib uplift at joint 4, 302 Ib a 0 •• #N '- . � �s uplift at joint 2 and 99 Ib uplift at joint 5. a • 0 ; LOAD CASE(S) Standard � 4P I , 'ON e•- " "/ l / /, .7 Gaby S. Redwanly, FL Lic #49682 i MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert. #6634 : II a WARNING - Vert)& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and It for an Individual building component to be il Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer - not truss mi designer. Bracing shown 1 for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbildy of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -118 Quality Standard, DSI.89 Bracing Specification, and HII -91 M iTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. a) c/n t o W 0 y� o -- C O +- 0. o c a ) t o CCN a) c o O r ° Uc ° E oa) a) a 0 0 3 a _o c C a) a) L }� -c a) d L _. . O a) D W O O •O O (� O a) c a ) - U O a) 0 O .� N c 0 0 O a) 0 0 -g 0 o a) u, C 0 - "' 0 'm O 7 0) 0)-f, 0) 0 3 a 0 0) Z a� O .� N C _ _ j C > p C U "' ' L li U ._ c 0 D 2 O a) N -O + a a) U C C a N O H ' p ,i } /`` rn ^ - 0 7 O U 0 — 0) -a U � o O E 0) p -O O - gin 22 N c a) /` V ` . a LL 0) �- c t - � � p - fn V c . - 'Q _ y C a) ° -- D to a) y-- to V a a) O- 0 O V' 0 a) - 0 o 0 0 _ ° a) 0 0 -c c r O W E a 0 'O ' C o m r o -0 U o o° a) o - 0 .o a aa) } 3 a) . o 0 o a) 0 o c o u 0 — ?- a) .o) oQ — °" E -: E D ` ` o E a o o O w E E° o v p 0 +- ( c - 0 p - 0 a) -5 L 7 U U 7 a) 0 r L i' a) 0 - 0 0 O O -E , O Cn } � 3 ` o a�} o ° -o - o c j o c} o c E o U m c o o °' E °' ° .- V C a) c U C ,n O >-'w O lo U 4) N O 7 a y ,Oi O L 0- O a cu p L. O G Lo C O ,. a) . 0) o 0 Q .O 0 C w o 0 .N O N o _ w u v' C LL O ° -6 2 -0 p O O L c r O a�._ - Q'" a)5 L 0 a) o 0 L 0) 0)O a) > 0 0 - � - -3 0 r C O c o E c o a O _ 0 0 o w o ac a) m a L w U 0 o 00 D o o U a_ t .. 0 a) O) E a O 00 N 00 O a) C - a) E o o -� 2 °' U �. o c �_ ° U� E o L °' o o ° _c `� a) p > C a ° o o^ a ,2 -- a , a ,i E oo 3 -o > ° g c o ° `+ n > 3 c c c a o 0 0 2 0 0 0 c c o O o O ° c ) o a ( - v a2 o U o a. g g g o a U a �, c o) ,- a m: g¢ U O o 2 0 3 a) U a) a LL. r N c7 - ,t) O n 00 O N c7 V T O 0dOH0 d01 cD Z W _ Z O E ti o ° V ern n _ , O W u , F j ° y 6 o > m O z CC gig M /` 0 r� U O W ILA I- OF o. O O O ' i O Cn m = m< a 'q r o C D o Z Z 0 p O c0 N z W Pr _ ��° to O co wo O V V W ft_ co _ a s co O O �' ' L �U ' m EN E G I-• , O U in n n ^, a N W . a co co co W 0 O� W ID r-- r u AC O CC ZO O Z `o y OC 0 Q J r. � ` Z Q Csl LL fr Z y Z O D U „ °C ` W ° O U CO U cn l O < - 3 U m U m OdOHOd01 _ t a) a � C ° . c a) U a ° U c a -'- U � 3 0 0 -5m DO E C L N .`- U U O 41 vi O a C 4 C - ` _ O 8L O 0 O � = d L 0 O O Z U O .' - a p c _ 0 c u c} a) 0 O 0 D N O 2 O O a 0 O O C C ti a) C T C 7 gr o � a) o E. ° . o . m o o O o u, Z 141 a ) C 0} O N ! Q 0 0 N O 0 0 0) ° o E o o Fe o c 0 - O - 0` o V O a °> � C '5 O U' o N N v' H a) Q) N- C U O - a)Ccu,a) x N0 >-. -2 `O 0C oc Z C a) a) a) j V a) ,n N 5 C 01 __ 4- a o O U '= 0 0 (f) < a)E ow �,aC Co a) -Ey c Z 0 O_Si °a te a) o Z L N O 0 D o �t O * * - 0:5 ° z U O u .Q a o o a Iii O r- ID W v Q Z Ai ca /� III o J G J W 3 0 N o. d g °° ,` c 0 Job 4 Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135620 7470 J09 ROOF TRUSS 2 1 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. Mon Jul 07 12:52:25 2003 Page 1 - 2 -9 -15 I 5 -0 -6 I 9 -10 -1 I 2 -9 -15 5 -0 -6 4 -9 -11 4 j" Scale = 1:27.6 9 3x4 5.66 12 3 8 i e N 2 I'."' /1111111111111111111111111 , o a M 10 7 11 6 5 1 3x6 = 1.5x4 I I 3x4 - 9 10 -3 I 5 -0-6 I 9 -9 -5 9 - 5-0 -6 4 -8 -15 0 -0-12 0 -0 -2 Plate Offsets (X,Y): 12:0- 6- 5,0 -0 -3], [6:0- 0- 0,0 -1 -8] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.06 6 -7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) 0.47 1 >78 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz)TL) -0.01 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 46 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -2 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4 =156 /Mechanical, 2=615/0-4-15, 5 = 295 /Mechanical %% s WI / Max Horz 2= 478(Ioad case 4) •\ S, Rea, 1 1 1 M Uplift4=- 300(Ioad case 5), 2=- 776(1oad case 4), 5=- 369(Ioad case 5) •• � �( ••••••••• '9 I FORCES (lb) - First Load Case Only Q' , ' j �F /C 1' TOP CHORD 1 -2 =70, 2 -8= -579, 3 -8= -488, 3- 9 = -99, 4 -9 =54 � : •' G � � 1/,•• C BOT CHORD 2 -10 =461, 7 -10 =461, 7 -11 =461, 6 -11 =461, 5 -6 =0 s WEBS 3 -7= 156, 3 -6= -524 .. * No- 49682 NOTES _ 1) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category 11; exposure C; • enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. STA O F ` 2) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. • � .. RI'DP% -' ' 4 4 � • 4 O • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 Ib uplift at joint 4, 776 Ile �s r `� uplift at joint 2 and 369 Ib uplift at joint 5. i 5) Special hanger(s) or connection(s) required to support concentrated load(s) 104.4Ib up at 4 -2 -15, 104.41b up at 4 -2 -15, and ' 1�` S �°NAI. E�, 4-29 a8 21b down at 2-115, and 28 21b down at 231.81b att 7 -0 -14, and 21b down at 7-0-14 on bottom chord. Design for , - i f l4l t '� • unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -4= -60.0, 2- 5 = -20.0 f' "l Concentrated Loads (Ib) /7 �// Vert: 8 =59.5 9= -103.8 10 = -16.5 11 = -56.5 %` . - , Gaby S Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert. #6634 1 a WARNING - Vert& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. MIT Design valid for use only with MiTek connectors. This design 1 based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component 1 responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 1 the responsibility of the erector. Additional permanent bracing of the overall structure k the responsibility of the bullying designer. For general guidance regarding fabrication, quality control, storage, deNvery, erection and bracing, consult OST -$a Quality Standard, DSB -e9 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI 53719. to . 6 O ° ai r. o ° C O '� a o r 0O c ° ° ca) E 0 O = O d rQ : ° a)� 0- — 0 O C4 ' w ° L r a) Z m op°' � o� o� o° y� o °Q o � �, �o c ,, a ° c o) N _C w y o U E ° ° O C O r 7 _N U C g Q a) 0 c D C O ° ? O U d a) � Cr ) � O O ° OD C — Q -0 ° . N ", ° a) L a) ^ O . O c a) I. 7° 'y O c -U O O ° O C 15 -- 7 L a)O O W V 3 a) N o O E ° O g - ° ° CD - ° O N C ( a) L c c _c p ` O E Q c % 2 'C 2 C O N L °.O E U O o � a) 7 O Q ( o } 0 3 °-� O ° O • - a) O O ° 7 ° m o r > 5 ° "-. - - - E } 3 o o f Q o Q U D 0 - _ E E O a) c 5 O 0 - U C - o . o -o° 75r3 - -- o7 a)o rr 0 °- o °,,, 0 N - co C fn a) _ 0 r T a) v � a) a) w o f . w w a) o° c 7 O - U .- N Cn _ U O _ E .-- ° U � o o ° m 3� ° n -0 .,_3 ° (Du D -- � c O > (D o 0) 3 hi o °-- O U ° 0)0— o n' ° c oo ° E ° � � O ° a) a) -0 o ij 2 °' a °° 32 O O c o c u, c(n O 92 O4 U°° ° °� 7 ,", c o � d ° m - E ° _30) -3c y C ' � N} o _ }� Q ° O .-� n' O - a - ° a) 41 E — 2,g.) 2,g.) c 0 u' E o3 c� o = W L- O O - f .60o , r° - c r L o a =.} .D Q.N W' t N a)a) p ° r D 0 )0 > O O o .Q� O G) 0 O ° m° E Ti c ° ° O u N ° ° N u, QC O Q . O -8 U c .- ° +- C ow- o ) r C = Q O > ° ( co, a) U O U 7 O a } ° a� E ° ° - y U �.� c • ° ° r� E ° r , ° ° o N ° 7 ° �, o W 0 O >-° a) ° o T y 2-c2 Hsi E cot m 3 -2 —� °-> ° a r ° c C ° - ° V 7 P 7 3 7 ^ c c E c Q° O O O O E o ° Q — c r U _ 'p) ° a 4 v - EE 2 2- o U o a -�:o O g? ° g o a U �, a g `o) ° a ° g.- ¢° o o 0 i a U° a LL. O r N (.6 v II O r■ OD Cr N M v ,ri O (MOHOd01 co <o r W Z Z co E _, ,,M r- -) -' V In en f V W ~ J & "}..., U O U' > co O CO cn G W O N N U M O O �1 Y' J rt ,� F- o d o o. ° O I Y A O v/ m O m L Q n V N c W O CI 2 En CC Z Z 0 M z o . ° `geg O O . -o ° W r � U e OaO Nr<' u W 0, m O: o N O O �' .... � a 0 N W < Cb U N OQ W ° OS W F W m S ' V W ] O H U Z O Z H <. y t W = Q VP �� _ F Ili < Z ¢ I'L _ t 3 .- O ve < V. V O m U Cn 1 < m = m � 080HO d01 . . ai a �C ° t r - O N o . a ° U C� N O Z C ° c ti c ° N O 0 `22 O O o O Q .o O ° ° 7 O C ,,- - C a) co C v < C U � O O O° m m 4 0 O O V3 Z O -O r - C E U _ O t c ,a, ° ° ° ° ° ° ° _ � a) Q �d ° N a o ° le O C c y p* > ° '° O E E U _ C j O 0 a ' N N^ C -0 U O } C w - 7 N n E°a) Z a) a) C j v a) () '5 c CA - w - a c a) o O . E 6 V y a E o 0 o` Qo v ° a� �, o D o �°L Z o o0 Q�_ ° at I- a� U 'tz iE Quo z c U c .0 a o o a • 'cr cc co O 1 II ' 0 N X < Z_ \. o W o c m J W `� J W N Cl- d CO 4 O Job Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135621 7470 TO1 ROOF TRUSS 1 1 Job Reference (optional) : u1 • ers russ g., 1 Toodbine, • 1 •, am le a over .••• s un • es i ek In. ustnes, nc. on u • 1 : : es 'age 1 -2 -0-0 1 3 -8-7 I 7 -0-0 I 10 -10 -9 I 14 -7 -7 I 18 -6 -0 I 21 -9 -9 I 25-6 -0 27 -6-0 I 2 -0-0 3 -8 -7 3 -3 -9 3 -10 -9 3 -8 -13 3 -10 -9 3 -3 -9 3 -8 -7 2 -0-0 Scale = 1:48.9 4x8 = 3x4 = 1.5x4 II 4x8 = 4 18 5 19 6 20 7 e 9 !f 8.00 12 3x4 i 3x4 3 8 9 r r �� � � = � Ili 1 3x8 = 17 16 21 15 22 14 1323 12 11 3x8 = 1.5x4 I I 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 1.5x4 I I 1 3 -8 -7 i 7 -0 -0 I 10 -10 -9 1 14 -7 -7 I 18 -6 -0 21 -9 -9 I 25 -6 -0 I 3 -8 -7 3 -3 -9 3 -10 -9 3 -8 -13 3 -10 -9 3 -3 -9 3 -8 -7 Plate Offsets (X,Y): [2:0- 8 -3,0 -0 -141, (3:0 -1- 12,0 -1 -8], [4:0- 6- 4,0 -2 -41, [7:0- 6- 4,0 -2 -4], [8:0 -1- 12,0 -1- 8],[9:0- 8- 3,0 -0 -14] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (1oc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.28 14 -15 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.22 14 -15 >999 BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) -0.12 9 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /defl = 360 Weight: 158 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D `Except" TOP CHORD Sheathed or 3 -6 -12 oc purlins. 4 -7 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -5 -1 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 t‘ .'' ., REACTIONS (lb/size) 2= 2092/0 -3 -8, 9= 2095/0 -3 -8 �• ` S. ai{ ,/ Max Horz 2= 287(load case 4) • ' le� b � Max Uplift2=- 23 29(1oad case 4), 9=- 2307(load case 5) `���` C> �IF ^.. '� �s� • FORCES (lb) - First Load Case Only . • •G�∎ Q ' •, r t� TOP CHORD 1 -2 =66, 2 -3= -3143, 3 -4= -2976, 4 -18= -2981, 5 -18= -2980, 5 -19= -2988, 6 -19= -2988, 6 -20= -2988, =* • NO, Q9682 •• 7-20=-2989, 7 -8= -2981, 8 -9= -3149, 9-10=66 BOT CHORD 2 -17 =2505, 16 -17 =2505, 16 -21 =2464, 15 -21 =2464, 15 -22 =2981, 14 -22 =2981, 13 -14 =2469, •'' 13 -23 =2469, 12 -23 =2469, 11 -12 =2509, 9-11=2509 WEBS 3- 17 =16, 3- 16 = -73, 4 -16 =617, 4 -15 =814, 5 -15= -282, 5- 14 =12, 6 -14= -275, 7 -14 =818, 7 -12 =616, 'fl • • • - 8- 12 = -73, 8-11=16 P O • STATE O : NOTES � a ORID mit 1) Unbalanced roof live loads have been considered for this design. Wit/ • `� 2) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category 11; exposure C; i , p, �GN ` N enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 1 N AL a !. 3) Provide adequate drainage to prevent water ponding. //, ,, ���/ 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2329 lb uplift at joint 2 and 2307 111 __ - lb uplift at joint 9. ; 5) Special hanger(s) or connection(s) required to support concentrated load(s) 125.81b down and 385.61b up at 7 -0 -0, 29.91b down and 123.41b up at 9 -0 -12, 29.91b down and 123.41b up at 11 -0 -12, 29.91b down and 123.41b up at 13 -0 -0, 29.91b down and 123.41b up at 14 -5 -4, and 29.9Ib down and 123.4lb up at 16 -5 -4, and 165.81b down and 403.8Ib up at 18 -6 -0 on top chord, and 412.1Ib down and 518.9(b up at 7 -0 -0, 137.51b down and 138.1Ib up at 9 -0 -12, 137.5lb down and 138.11b up at 11 -0 -12, 137.51b down and 138.11b up at 13 -0 -0, 137.5lb down and 138.11b up at 14 -5 -4, and 137.5Ib down and 138.1Ib up at 16 -5 -4, and 412.1lb down and 518.91b up at 18 -5 -4 on bottom chord. Design for unspecified /./ connection(s) is delegated to the building designer. / - LOAD CASE(S) Standard /" , c 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 -f , Uniform Loads (plf) f (,-• Vert: 1 -4= -60.0, 4 -7= -60.0, 7 -10= -60.0, 2 -9= -20.0 f Concentrated Loads (lb) Vert: 4= -125.8 7= -125.8 16= -412.1 15= -137.5 5= -29.9 14= -137.5 6 = -29.9 12= -412.1 18= -29.9 GabyS. Redwaniy, FLLic#49682 19= -29.9 20 = -29.9 21=-137.5 22= -137.5 23= -137.5 / MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert#6634 : " a WARNINO - Verify design pasanseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. -- Design valid for use only with Wei( connectors. This design is based only upon parameters shown, and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility 01 the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrlcatlon, quality control. storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSI-89 Bracing Specification, and HIS -91 MiTek® Handling Installing and 'rasing Recommendation available from Truss Plate Institute, 583 D'Onolrb Drive, Madison, WI 53719. H t W 0 O c N O N 0 a o L 0° Uc ° 0 cm E oa) o - 0 Q , C o C O O O C9 o ' j C C 9 � O 0 Z N o 9 c 0 0 6- O E N C.E • N° 0 c 0 `, 0 .m V O 0) Q N a 0 c di C + V , a O o m� o o )o ° ° -° E m o ` y a�°� �; m o ca o m W N0 >, O-° 0 E in 3 I) • 0 a) Oa) cO - CD° pm C `_ Ea L 7 w— - C t s CD 0 E°� }aj o -0 ° - a aa) } 3 Vi � ° o ff a)0 •o 0 7:-a) O ) ° < Q O 0 o O U _ 0 0 0 4- o� 0 o D aa) r? } �° 0 0 2L ° 0 ° p "_ E E° (pc 5 U) = . a) .0 c? N a) a) O U '- O a) L „, N 4 ° (n O c "' o U O N �// V co _ `ma) a o -5 o r o° m 0fl D 0 „c0 5__ - C o O D> a 01 - 3 L _� ° c. c a) o Q N , _ E c E O e -0 ., 0 6.c o 2 3 °o _ ° 5 a o c 0 O a)5 ° a N ° m �, ] 0 c- 0 0 } O 7 co 'a O.. m m °Q a) _�' ° N ° ° U N a) N D Q y N OL 0; O N _C en c i 0. a-yo o 63 0 3 3C a) o a) C C° ° _ E po 0�, o _ ° -0 X W L.I. 0 0 W-0 O O O U }c 2 2O a N O a. a)'p La)a) - 0 0 LmL g jU O o - � Y C 0 Q) 0 0) 0 a) a O Q O O v' O 0 o O 0 > 0 0 a- .q �a O 0 0.g o 0 U j O o 0 a r c .4 W 0) -° N E i 0 0 . `� \ 0 U. `2, .0 a) -0 a) - a) c w - N a) U - O 0 t c O Y O p c O 2 0 c o.0 V o a) a) a) a a) 0 o 3 - a CO °� 0 0 0 - 0' a) c o a 0 - 5 3 Q p C , C C a 0 0 p Eoo L a0.-u,_ a o C L U L 'p . 0 M - 0 d_0 O U O a 0 0 D_w (70_ U ..) a d N C m F- m� 7< U 0 0t,, 0 3 a) U 4 0 ,, CV M V 00 0- O _ N © 4dOH0 d01 ,n so CD n I, Z W Z a y O co E Q tM g _ 7 O p 3 3 ♦ uO 0 > co o W W O (V CV - 06 ® ® R 0 O m Z J LA, 6 p N w �. . � U 2M Q N 0 0 W m CT O a ao o f o U F./ /� \ CC :v1 W Q Cb 1- Ob CD W ° �J W J ^ H O W m d .i1 V1- •g a. c E u r Z Z O _ _ < 0 y~j CC W J co co N Z W < 0 cv ZOm m O U m U Z O .. < `" o adOH3dol < 3 u m = U m§ _ a)a ° t L - 0m _ u < In 0 C c C - 0 O 0 a) 0 O 3 0 0 N r. C L vi ? D a) a) m Q) a o C c 4 _ o L w O -0 ° + 0 L 6 L N 0 0 0 Z U O 41 w w w a O c N N c} 3 m o O ° v ° °' "6 1 ° a H . O 0 c - O ° o c - d c w w c 0 c v o ° E ° C OQ ) m ° -° °O - a) ° W O 0 0 a N - c a 0_ a) ° y O U _ • a • c C f w > O - E U c w _ O n 0 0 a N 0 'co - 0 _O C C DtO O a) 0 C C w a) 0 c Z C a) a) a) j 4) >. . J C vt _) w a a) O 0 C LI) ° L w U U U V1 < a, E o o o L co C D ° a) E Ur o °s - Z vbo aS,, LL a� 1- a o �z rE a ° z c o c O o * * a v, v �1 Q ` 0 Q UJ CC .iJ v W L, m W x ma} Q ? 1, p Q L I O cc H V 1 cd 4. G Q Q cd 0 Job Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135622 7470 T02 ROOF TRUSS 1 1 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. Mon Jul 07 12:52:28 2003 Page 1 I -2-0-0 I 4 -9 -2 I 9 -0 -0 16 -6 -0 20 -8 -14 I 25-6 -0 I 27-6 -0 I 2 -0 -0 4 -9 -2 4 -2 -14 7 -6 -0 4 -2 -14 4 -9 -2 2 -0 -0 Scale = 1:48.9 4x8 = 4x4 = 4 5 8.00F12 3x4 -5,% 3x4 '� 3 6 . q 2 7 r 3x4 = 12 11 10 9 3x4 = 1.5x4 II 3x4 = 5x10 = 1.5x4 II 4-9-2 I 9 -0 -0 I 16-6-0 I 20 -8 -14 I 25-6 -0 4 -9 -2 4 -2 -14 7 -6 -0 4 -2 -14 4 -9 -2 Plate Offsets (X,Y): [3:0 -1- 12,0 -1 -8], 14:0- 6- 4,0 -2 -4], [5:0- 2- 4,0 -2 -4], [6:0 -1- 12,0 -1 -8], 110:0- 2- 4,0 -3 -01 LOADING Ipsf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.05 11 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.14 10 -11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 HorzITL) 0.04 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I /defl = 360 Weight: 144 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -5 -15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -9 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4 -10 `` \\ 11 IItlJ REACTIONS (lb /size) 2=1137/0-3-8, 7 =1 137/0 -3 -8 N • 5• Reo4' J Max Horz 2=- 349(Ioad case 2) 0 " • '••. • 7 Max Uplift2=- 634(load case 4), 7=- 634(load case 5) dP .' '• �` .. FORCES (Ib) - First Load Case Only G� ��•' TOP CHORD 1 -2 =33, 2 -3= -1438, 3 -4= -1144, 4 -5= -957, 5 -6= -1144, 6 -7= -1438, 7 -8 =33 NO. 49682 BOT CHORD 2 -12 =1179, 11 -12 =1179, 10 -11 =957, 9 -10= 1179, 7 -9 =1179 WEBS 3- 12 =90, 3 -11 = -284, 4 -11 =285, 4 -10 =0, 5 -10 =285, 6 -10= -284, 6 -9 =90 —' *- NOTES ....34 STATE OF 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category II; exposure C; i •- • �pR.OP • , : . _ � J, . enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. I , ` / 3) Provide adequate drainage to prevent water ponding. f s , 0 NA� E � G , 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 634 Ib uplift at joint 2 and 634 Ib V s \ ' uplift at joint 7. ( \ LOAD CASE(S) Standard „, ,, r- /40 _ .r ,y / / Gaby S. Redwanly, FL Lic #49682 / MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert.#6634 : S A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. IT Design valid 101 use only with MITek connectors. This design k based only upon parameters shown, and k fa an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not puss designer. Bracing shown k to lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 1 the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard. DSB -89 Bracing Specifeation, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. (A t .- c y - CD 0 O L 0 o 0 0 a) 0 0 c 13 O 0 O o a) a . a o „cc') �a� col ID a} - '— . d L a) m - o a 920 0 0 0 oD y IIg 0 c 3 00 m Z to ooa — oo -a o o-o 'cam o > C U U O .-- 0 p-o L C c o_ O vi 'p 6 O U'-, 12 ' a)+- } O 7 7) 0-10 0 wee N0 O a) O 0150 t m a) UQ c-0. CD wW .--g p � L° h >.. > U O o ` - 0 N 0 O a) C D a) a) O C C E n C .- M0 - P o m L o 0 0 o E� L ID _6 o i o n a 3 a 4,-_. m 0 - 0 0 - o ti 0 7 7 a) 0 1 0< � -p mo w-E + 0 o O E a_ Q y Q p 0 p O o E E o sic C O C = (pc o L - a) k) Ow a) a) j V w 2 E Q O y N N 0 a) o a) O C ` c ' n O U N —±,I } V La) a Q D o L o x 0 3 a te ) -" ' "O C. fl 0 ow 3 ` " - o cdic m°) y >0a 6 =o p E -0 II o»- O o� a) a CoL 0. 2m� , o � O. N 3 c 4 O' c . � p O N O c O � •O = W U 0 5_1-8 p l E O Q a) N N O C N a) > o Q y N U L N o v' .O p O L N p ) o N N O O '_ D Q O 13 O Y C O .c C .c L O FLT) ' n -- - O c n U C Q t C > .- . Q a) 0 O N} C 0 0 a)9 a, ac} o n o p °) 0g @) a c y n Q m . p o o' 0 m L c t c N 2 c a) N o L -p E p 2 Q a) p ° fn :=. a) to O 4) d p c E a ` ) 0+-75 a -g - a p y E �3 c 0 > Q ca ° ) c c r) 0 E o U 0-c-- . Z.- � o?2 ooa U =a � ' S o °a co ° 7 C o 00 0 U a 4 0 r L III L D N c� v 46 r: co O O N — v u7 © GMOHO d01 N 0 , cD f rf Z W Z a N O � ^� tM , 1 V O W J O• U O 0 > co p Z y 0 0 W m o N N U c+') ® ® Y ua U r ? 1 V O W N 0 d O` O` O I� W � 4 (n = as ~• t d V co O U U N O 3 o zZ 0 0 ta o " o W ZM « m ■ � i. 7° +K U CO P 1 ! '0 U • 0 W = Q 7. p �fJ3� � � i N Z Q CO 3 U m= U m • � '�fj :y f 080HO d01 a i Q -(3-86S5 o t L O N O � �n 0_ a) U C = U � y a) c � 0o m 00 to EC O C 3 U p 'j 0 ) .-. C L a ) N O m a) n 0-C C + O O a ) nw + d l v O n Z C o C} N N O w y Q c o 1 O n O .o i- a� 0 0 y 0 O - 0 o `" 0 o - o- r7:7. o O L E . 0 - 0 U O _ a) ON o- Oc 0rc 2 o �> ODO E Eoc 7 O n O o> N - O 1�- C 0 p 0 c 0 a a) 4) e.nN x 'n p E a) a) ~ 2 o C= pC 0,c C a) o j V) to = C C ► kl: O U *- U U y m E E o 0 0 0 c L o CZ r o 0 c o at O * a � V o v < I I 0o " X z _ _�� ui os A S W �1 ° m it m c O Job , Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence - 7470 T03 ROOF TRUSS 1 1 15135623 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31559, Sam De Selover 5.000 s Jun 9 2003 Mr e ndustnes, Inc. on ul 07 12:52:29 2003 Page 1 -2 -0 -0 I 4-9-2 I 11 -0 -0 14 -6 -0 I 20 -8 -14 I 25 -6 -0 1 27 -6-0 1 2 -0-0 4 -9 -2 6 -2 -14 3 -6 -0 6 -2 -14 4 -9 -2 2 -0 -0 4x8 = Scale = 1:53.1 4x4 = 4 5 M fn - 8.001 3x4 - 3x4 Q 3 6 r ° 2 7 Z _. 8 3x4 = 13 12 11 10 9 3x4 = 1.5x4 I I 3x4 = 3x8 = 3x4 = 1.5x4 I I 4-9 -2 i 11 -0 -0 14 -6-0 ( 20 -8 -14 I 25 -6 -0 i 4 -9 -2 6-2-14 3 -6-0 6 -2 -14 4 -9 -2 Plate Offsets (X,Y): [3:0 -1- 12,0 -1 -8], [4:0- 6- 4,0 -2 -4], [5:0- 2- 4,0 -2 -4], [6:0- 1- 12,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(TL) 0.06 12 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.11 12 -13 >999 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(TL) 0.04 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I /defl = 360 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -10 -10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8 -1 -12 oc bracing. WEBS 2 X 4 SYP No.3 ` ` � ,e:t. ;'sa REACTIONS (Ile /size) 2=1137/0-3-8, 7 =1 137/0 -3 -8 ` \ y S. REO kY p Max Horz 2=- 42311oad case 2) �\ � A_ Max Uplift2=- 662(load case 4), 7=- 662(load case 5) . O1 •••.TtF/C r` r -7 Max , q • i FORCES (lb) - First Load Case Only J • ,L „ TOP CHORD 1 -2 =33, 2 -3= -1438, 3 -4= -1008, 4 -5= -843, 5 -6= -1008, 6 -7= -1438, 7 -8 =33 ■ No. 4988 BOT CHORD 2 -13 =1179, 12 -13 =1179, 11 -12 =843, 10 -11 =1179, 9 -10= 1179, 7 -9 =1179 = * : WEBS 3 -13 =110, 3 -12= -382, 4 -12 =268, 4-11=0, 5 -11 =268, 6 -11 = -382, 6 -9 =110 _ * * rr NOTES STATE OF 1) Unbalanced roof live loads have been considered for this design. s 2) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; occupancy category 11; exposure C; " 0 IL` SI enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. • :, , • • • .. Or i . .-' �/ 3) Provide adequate drainage to prevent water ponding. ar . - F ••..,•. ••.• . S � 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 662 Ib uplift at joint 2 and 662 Ib '•t�S /ONAL E N G f, `N ` uplift at joint 7. ` LOAD CASE(S) Standard ,,Il f 1 S i % I / / Gaby S. Redwanly, FL Lic #49682 MITek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert.#6634 : I a WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. moi Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplicabItty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualNy control storage, delivery, erection and bracing, consuN OST -88 Quality Standard, DS11-89 Bracing SpecRlcation, and HIB -91 M •Tel Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, Wi 53719. C _ • H D0° c - O Q a r L p U C O 0 O 0 O C O c 0 E p 0 _ ilm. O a) a- O 0-0 u, 0 0 0 0 -Q O C R),- C O D O - Z /c. + L - O N 0 r C C C 0 C} O O O - n C C O) 0 C 3 Q C g W ° v 1 y O p 0 O fn C p U C Q O .0 C y 0) ° cn _ ° C N }' C 2 H 0 8 O E O 0- 0 0 2 U a0 O C C a N O y -p U! U.p NO O �� O O� �' � N O pj 6 O y 3 e - 0 - O a) c i j N O c c_c 6-N E a c 0 g N a) li• 0 O O .-a)c 5 L ? 0 a)a) OE 0cn Oo C j 0 0 5 N u C L N ° o — — + i o D - o � 0 '�_ ° _ > p .0 c } c x p a) N > C E 7 .a C O" ui c 0 7 3 O V x O C O }O c a) c ., � y 0 >' 0 °r,U O N S ON p N G a ° 0 ° m c 1 0 - cy O .v, y o c - x a� O > 2 a a p -e w E - o 03 j ! 0fl d E O } � o C > 0 ; '6 m0 ac E o ° y � Lc O'_ 0 E O p C u3 v uu3 O U `� U O n_ o O H . J C O 0 0 p - o w 3 > F a0 5 c 0 c u c r _ O) M 0 'E o U 5faU =a � Srn °O w c 0� 0 Ua) o. 4 '- 0 N M v O a O O N M v vi © 01:10H0 d0/ SD (ii r b Z W = Q co E -, CM 1■ 1 8 O W r J b-. f - UO o > co g Z u f'ti u O ca d O` U O I M O ' �w/� • d V M ' N W U W • n N • `O O` I . 0 3 G Lo o �o y ^ ? � i O ZM FF.. m • O lJ I • ■ • �, ' V m C N 1i W .- CO 0 Lo Cb N- d gm N W cg O N ^ OngW m d . ii U W r - u < C y ee uj W Q J 7 ~ ` Z • Q L = L N to ' D ii W O 0 D m U i OkiOHO d01 3 u m U m§ '. . v a ) ). O O .c .c - O Tii 0 — 0 * N 3QO 0 0) c c C -p0o 0 m OO . y , �m 0 0 0} m 30 p �� c � Z C a) C ,n C .� 0 a) O 'n O C - 0 - .0 O a O 'op - - 0 -0 ii °5 b - d c u '0 c0 c C U V7 O O i n a) '+-- H ,- o _ E U U O O C - t O� O O1 W 0 C 0. 0 2 5 c 0 Ti "6 d w U p o C a C C 9), O uo > O - 0 E E o c o 7 O O T2..0 O O >, - 0 _0p - .. C Lb ti o N O N 0 G y y N - C E O U C ` C ul ui _ ja 0 c c y a) x fn O -� > 0 O c- p C O.c Z C O a) a) j v a) ., p u, ] C C► _ w a a) O o :E 0 0 (/) Z OEEo0 a "' rma -CZ L 'a E o 0 'a - .L - c)�ao a(3, # * 0 * 0 a� a� v O * Q na " cg co 0 W III vo W x a r I)a * 5 g m ,`1 m a. Job . Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 15135624 - 7470 T04 ATTIC 4 1 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31569, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. Mon Jul 07 12:52:30 2003 Page 1 -2-0-0 1 4-2-8 7a -4 10-11 -2 1 12 -9 -0 1 14 -6 -14 17-10 -12 I 21 -3 -8 I 25-6 -0 i 27 -6 -0 2 -0 -0 4 -2 -8 3 -4 -12 3 -3 -14 1 -9 -14 1 -9 -14 3 -3 -14 3 -4 -12 4 -2 -8 2 -0-0 5x6 = Scale = 1:60.8 7 8.00 12 3x4 = L 3x4 = r..ts�c 3x5 II 4x8 '5% 1 . 5 x 4 II 3x5 II 5 20 9 4x8 I• 1I 10 3x4 -5% 4 0 411 ".* 3x4 Q 11 3 n 12 2 IM Y. Y. II ` je ° 1 3x6 i 3x6 19 18 17 16 15 14 2x4 II 4x6 = 6x6 = 6x6 = 4x6 = 2x4 I I I 4 -2 -8 7-7-4 I 17-10 -12 1 21 -3 -8 I 25 -6 -0 4 -2 -8 3 -4 -12 10 -3 -8 3 -4 -12 4 -2 -8 Plate Offsets (X,Y): [3:0 -1- 12,0 -1 -81, [5:0- 4 -7,0 -0 -121, [7:0- 3 -0,0 -1 -121, [9:0- 4- 7,0- 0 -12], [11:0 -1- 12,0 -1 -8], [16:0- 3- 0,0 -4 -4], [17:0- 3- 0,0 -4 -4] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.47 16 -17 >645 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.74 16 -17 >408 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 12 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I /deft = 360 Weight: 167 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS *Except* TOP CHORD Sheathed or 1 -11 -14 oc purlins. 1 -4 2 X 4 SYP No.1D, 10 -13 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 6 SYP No.2 *Except* WEBS 1 Row at midpt 6 -8 . . E 15- 182X6SYP SS N s ' e , WEBS 2 X 4 SYP No.3 Except* %\ s. R EA L _ P, 6- 82X4SYPNo.2 •: t • % O Pr • F) REACTIONS (Ib /size) 2=1703/0-3-8, 12=1703/0-3-8 ... No 49882 0 Max Horz 2=- 478(1oad case 2) .. * . ' Max Uplift2=-599(load case 4), 12=- 599(Ioad case 5) - ,* FORCES (lb) First Load Case Only , " : STATE OF TOP CHORD 1 -2 =69, 2 -3= -2463, 3 -4= -2431, 4 -5= -2313, 5 -6= -1687, 6 -7 =904, 7 -8 =904, 8 -9= -1687, 9 -10= -2313, •. 1: 10 -11 = -2431, 11- 12= -2463, 12 -13 =69 0 - R BOT CHORD 2 -19 =2022, 18 -19 =2022, 17 -18 =2022, 16 -17 =1787, 15 -16 =2022, 14 -15 =2022, 12 -14 =2022 ' ••• -..• 4 /; WEBS 6 -20= -2940, 8 -20= -2940, 5 -17 =1137, 9 -16 =1137, 3 -19= -322, 11- 14 = -322, 3 -17= -303, 11 -16= -303, i - ..... • � 7-20=195 v' / ON Ai. E�G�`� NOTES / ii /i11i�,, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98 per FBC2001; 120mph; h =25ft; TCDL= 6.0psf; BCDL= 6.Opsf; occupancy category II; exposure C; enclosed;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Ceiling dead Toad (5.0 psf) on member(s). 5 -6, 8 -9, 6 -20, 8 -20 4) Bottom chord live Toad (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16 -17 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 2 and 599 Ib uplift at joint 12. LOAD CASE(S) Standard , / (r Gaby S. Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert. #6634 : I8 A WARNING - Vert/,1 f design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mii■ ® Design valid 101 use only with MiTek connectors. Thk design k based only upon parameters shown, and k for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult OST -4S OualMy Standard, DSI -89 tracing Specification, and HIS-91 M iTe k® Handling Installing and Bracing Recommendation avallabb from Truss Plate Institute, 583 D'OnoBb Drive, Madison, WI 53719. 0 't ." C 6 . W a 0) o r. o° C p a, a L C a) - o a) W (J o O L 0 E 0 0 __ ° C -.- } 0 L a p a .O O O O O m a) C N ai r fn O N = 0) Z N O 0 p U O p 0 7 0 c Q O c 7 C N L p C p 0 C a o 0 Si ( O n o vi 0 p U w , p) m o o E 03 p o. � N a ' '6 N C O a N a s m e o f p g p . c ,n o O C .'5'- D ui w u) / -0 � V N° O p p° .,=' � . N - 0 a c O - 0 w O o c Cr - E O` W *C C H in o' ; U E oU , N - o a U.O L C � 0 0) E Cw y- g3o� L U> 0 Er E�-0 0 a) 3 � }a) O0 a)0 - 15 V 0 > 2 o °) o< E> `o o f a o 0 6 0 o o U ,- E ms- c 9 - U �' o L c) O O p E o , c CI) C - O C p L> 0) ° 1 0 0 a) D w w O E _c y w N CC 0 o 0 O c j o U° u; V o -c`ma`, a) 0 j o oX 3° w - - _o o o Nc oo > a) g. 01 3 1- O 0 r O a) -0 C 0 c 0) C3 c= E C E O Q _o-- U 0) u, c -- O.0 o Q O O 'd O d N O) O 9 . � N O O C U Q Q O L p o Q O C ,n W p O O O L o_ 65 p o E0 3 - 3 - l' w O 0 C 0 .� 0- 0 E} 0 . 3 p C - " o C o LL O p O 0) U L_ C L O O Q N ' + > - ` =' a -` � 0) L a) Q o - ° L m _c 0 ) O > O L U j 0 0 E 'p O p t xo p cn aC `n a 2 U c -.. C w Q� N / C a) 0) 0 o Q C + O a 0 p 0 0 0 0) U >'- ��� L 0) j O � U 7 O O} mo o 2 c W e 0) -->- = 4) Ea-): 0) o . u`ni w .0 O) -2 -- 2 — U - O o ccni L C O" O p 2 V o 5 3 -c 0.c o C c c , E 2 U � c d o 0 f o 0) C p o E o 0 0) ao o ao U c _c c U 0 L_ C c 0 o eh v 2 EE CE 1) o U o eL . 3 = C) ? 0 a U ., a N J C m ° a g S c o o f 0 3 a () 5 a p r p r u- L CV M V •O r: co Cr O N M -4 O O8OHO d01 N cD c3 1- Z 14Z o V) O CO E Q P I, O uW 0 cr 0 WW O N ® U �' ��' p W / ... o Os o o Mad w O 4 (A m = m` Q V n CD o w Z V' J p I-0 o o � m O W 0 O CO Cn o W , �� ' 2 cc) < Q U m 0 V W O U O y �"' W 0` N o r L a m c yE c o U o ^, y W O < co I- co co W O O` J W '' JO H W .c, r W ' O a <OO m W Q J Z Q Z 4 (.Wk):` .' c� ZOO m O m U (n t,: -, 17 O <. < W `` `f3 Q�i� Od0HO d01 < W 3 (� m = U m _ t ai Q t L C — -o ; I i ) C C 70 O a) O O - c - L ..-_- o N a) o m 0) a o -c C-4 _ O ALL 2_ -0 } ti .- d L _ 6 L 0) o O o 0 C a) C `a?) C N O V p .� O O O a p O 7 _ C an 7 c Q o _U " c 4.77.- O 5 g . O N � d O ° - O O p o p N L E . 0 o U 0 m m L 4, H W NNp �p� C a)a o p 'n 0° p c a O c c fl 0 6- > p o , o E o j 0 0 aOOO� c 3 � -C ooO <nO V) 0) ■ CI w C C fn N o Z a) 4) a) j o p N ' N C C1' � Q C O 0 C 0 L y< a E o U o o n L Q O `° a) `m . E (9 5 o f3 r z Uaoate_ LL a� 1- -U iz .E Q0° z co c 3 O o * * a6 v < U o < ° us ce W 1 I W x < Z AI 0. s Cr) d d g m 4 2 r 0 Jqb , Truss Truss Type Qty Ply Durham Bldg Mat; Gyarmathy Residence 7470 TO4A ATTIC 1 1 ■ 15135625 Job Reference (optional) Builders Truss Mfg., Woodbine, GA 31559, Sam De Selover 5.000 s Jun 9 2003 MiTek Industries, Inc. Mon Jul 07 12:52:31 2003 Page 1 • 1 -2 -0-0 1 4 -2 -8 I 7 -7-4 I 10 -11 -2 1 12 -9 -0 1 14 -6 -14 17 -10 -12 21 -3 -8 25 -6-0 1 27 -6 -0 i 2 -0-0 4 -2-8 3-4 -12 3 -3 -14 1 -9 -14 1 -9 -14 3 -3 -14 3 -4 -12 4 -2 -8 2 -0 -0 5x6 = Scale = 1:60.8 7 8.00 HT 3x4 = �..' 3x4 = g 'fn 6 r RrsRr_o 3x5 H 4x8 :% 1.5x4 II 3x5 I I 5 9 4x8 3x4 i 4 0 10 •, 4�. 3x4 O 11 2 E 7 Y, r71 ` 12 IY i 0 13 0 �- 19 18 17 16 15 14 3x6 �� 2x4 H 4x6 = 6x6 = 6x6 = 4x6 = 2x4 II 4-2-8 7 -7-4 17 -10 -12 i 21 -3 -8 i 25 -6 -0 4 -2 -8 3-4 -12 10 -3 -8 3 -4 -12 4 -2 -8 Plate Offsets (X,Y): [2:0- 0- 0,0 -0 -01, [3:0 -1- 12,0 -1 -8], [5:0- 4- 7,0- 0 -12], [6:0- 0- 0,0 -0 -0], [7:0- 3- 0,0- 1 -12], [8:0- 0- 0,0 -0 -01, [9:0- 4- 7,0- 0 -12], 111:0 -1- 12,0 -1 -8], [12:0- 0- 0,0 -0 -01, [14:0- 0- 0,0 -0 -0], [16:0- 3- 0,0 -4 -4], [17:0- 3- 0,0 -4 -4], [19:0- 0- 0,0 -0 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 VertILL) -0.47 16 -17 >644 MI120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.74 16 -17 >408 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.04 12 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 1/dell = 360 Weight: 167 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP SS *Except* TOP CHORD Sheathed or 1 -11 -14 oc purlins. 1 -4 2 X 4 SYP No.1D, 10 -13 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. BOT CHORD 2 X 6 SYP No.2 *Except* WEBS 1 Row at midpt 6 -8 15-18 2 X 6 SYP SS WEBS 2 8 4 *Except* ```A ; i i t f f. I j 6- 82 X 4 SYP YPNo.2 \ 4 S * • R I__ r REACTIONS (Ib /size) 2= 1703/0 -3 -8, 12= 1703/0 -3 -8 Q� • •� 1F / 9 +110. P Max Horz 2=- 478(load case 2) C,9 • Max Uplift2=- 599(Ioad case 4), 12=- 599(Ioad case 5) • 0 1.• •• � - . No. 49682 F • ' FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =69, 2 -3= -2464, 3 -4= -2432, 4 -5= -2313, 5 -6= -1687, 6 -7 =906, 7 -8 =906, 8 -9= -1687, 9 -10= -2313, *• * • ;* • 10-11=-2432, 11 -12= -2464, 12 -13 =69 BOT WEBS HORD 6 -20 = 943, -20= 2943, 5-17=1138, 3 9 6 3-1 =� 322 11 -14=- 322, 3 -17 -304, 111 -16= -304,' .. STATE STATE pF 7 -20 =195 P *t - '• • ' • Q % NOTES 1) Unbalanced roof live loads have been considered for this design. , �r /Q 0 : %% Z) en d;MWFRS gable e nd cantilever left and right exposed ; umber 33 occupancy lat grip category osure C; � I � 4 �+; E °l� 3) Ceiling dead load (5.0 psf) on member(s). 5 -6, 8 -9, 6 -20, 8 -20 4) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16 -17 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 Ib uplift at joint 2 and 599 Ib uplift at joint 12. LOAD CASE(S) Standard A :: „,. , ,,,,„ Gaby S. Redwanly, FL Lic #49682 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield. MO, 63017 FL Cert. #6634 z IA AWARMNO - Vir(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Illimnsile Design valid 1or use only with MRek connectors. This design k based only upon parameters shown, and k 1or an Individual building component to be Installed and loaded vertically. AppB in aabllity of design parameters and proper corporation of component is responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GIST -88 Quality Standard. DSB -89 Bracing Specification. and HIB -91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI 53719. 0 . a r C N,= O O a) 0 m e O O O r U O 0c c C W E 0a) a - ) a- 0 a a- a) o o `o °, m -- ai c ° a� a o . N •- c ° c c a) c .- 2 -'10 17,0— ` 7 0 0 o c = E 0 c 3 a C 0) Z N o o c °° o U o - 0 a)4:20 ca) 6E ca if) -c5 o c y 7 c> 0 0 -, ,- -co :4 c-0 .D 0 o a) c a) 0 '" n m -0 ECD06- 60-. p Z warm c - o ° — 0 C• — � A 0 7 a) a ° w 5t C D a)"' - OHO U.- O - 0 0 _ 0) en � �° V/ 'C -0 c o- a) ° E oa ,- a `� o 9.13 o a U � r c a) o o m a) S� II �— _2 o E r ° '' 0 o E r � 9 o 2 a � r) t; o ,- m o ti a) °) 0Q 4- -° "_ E 7 7 0 ° E , O a) o 0 ° 0 0 w E E o a�i c 5 0 O c N m c 0 r a) ° a) a) ° U � a O E 0 9 u n w c o o a) 0 c 7 0 0° a _ V O r r a) 0 o r ° m 0 Q) m ..--„,>. � c - ' D .0 - 0-° ` o 0 0 0 j- X o 0) 3 / ti p " . O a -c 0 pun O Oa) 7 0 C = ° 0 E ° c �. y 0 0 9- 0 -O "' 0 - 0 7 ._ a O m t O O ,,,,T5 O Ca)C O toC yO w O�U O� a) 7 a to -- c 0 ° ° 0- 0. a) .rn— y n. -3I) - c T, o c o N° - 4 E y '0 0 3 ° N o c _ � - x la. O o o D .0 O a) o L C L L C O a N, u, a= a) r a) CD 1° r 0) L 0 O c 0 j o 7 O 0 d C O 0)0 E 2 .° N} N t;) N a) a.0 y Qa O D U C 0 U ° O 0 5 O O C 4) m _ a� o- c .- 0 a 0 ° fn a o >- m 0 m E°° ` 0 } 0 } 7 a) w o 3 C a) E- a) 0 c to ` g-°8,-,..c2 fn U y a) V a) 3 - 8 u0.3 O a ,1 -F-; C 0 O Y C O c a) - ! p > or o `c - o ° - ° � a o o ° oo Eo° a g � C r U ft O i c 7 3 .- � c� c c a� o c oa- 0 0 0 •- c o d a 7 G o 2 O U o 0 0 �° �? D E ° a U!? a 2 J � rn 4 2 a m� 7 Q UO o !n o ;i 8 U a� p r 2 6 r; v !ri o co oz o c•; c6 v !ri OFlOHO d01 to Sp t0 r �s r Z W Z C) CO rM n 8 r ID ° 3 = o, 0 cW oe O � ' N R _ M ® ® r v U N . 11 l JJ O m V O M C) W W ` , ce CD a . � . � = LM �� � � W O` m U f N 11.-. / 1 U O N N C I— •0 0 L C{ � q W G ' a y i d m a, a W OL 5 CO I--- OD CO ^ 14 G ..• O 0 g r W d Q r • W . Z= t Z Q L. L \ Z ZOoe m O 0 D CSI m 0 -9 lc ; E ` - adOHO d01 < 3 V m = 0 ° § _''', 4 lC:: 0 Q� O t r _° N 0 y 3a0 (I) -8) _c U "00° a) 0 C L r n 0 U O 0 0 O a) v0 i a 0- C N o r O w m N 0 p Z C a) C - c 0 a) O O V c O O) o1 O a O •o • - -- 0 0 D 3 - - y c � ° pc�; d c N ca 0 P o2 -.- • E . m c r p ° 0) W ° �� O00 CD ° a� c oa Vd a - , U U� a o c$ y p �> oa o E E t p U c `° O T1.0 0 ° >. N - -0 -0 _ U C C N O N a) G ^` ^` ^, -- C in ..- _ 7 W f n W X to ° ` W ~ -, ° ° r z c a) a) a) j V a) ? j C 0_ ' .- 0 O U} U U Cfl y o E E 0 0 0° s .,=, Qo o m E y O 10 o �°r .— Z Utao a°;. Ir a: ;- a U t - 1E a� ° Z S U c O O * a u .0 a oo a U d0 N m O � 1y I I O a X < Z I� • L I � M _ � o cn a. d 5 m 4 a • • • • -t -%L`1 r • ` ,Y / J ''.�, CITY OF ATLANTIC BEACH .4i z R 'sue ' of _, r ? _ , ; � i�CFmu.aa^ w:, ;m..� - -' i °aL"' • 800 SEMINOLE ROAD • ATI ANTIC' RFA(`I -I F (10If1A Q . )11•_FAAF • P 15 C OL-(' • • FAX it 5JM 1n DC • To: (o t--t (2c•> 0r /`� I O 4 -Far- P-- vv From: '1 I d c't �- F 1 e c .a v�oa1 be r , i 0, 2- .1.'1 rec d ;4 -. .3 -4 -oc 'c S Pages: Z. Re: r JL. .✓• v( El %For k( ' 2't, a ° Vu�. c , o 0 - LI Y1W1t C:14- f --v--C) V Notes: r 4 C` 1 L.)(11)5 -161\1)/-"("A' ) Z -7 ( - N I rr k PREPARED 12/08/03, 11:01:57 CITY OF ATLANTIC BEACH PAYMENTS DUE RECEIPT PROGRAM BP820L APPLICATION NUMBER: 03- 00026585 158 S OCEANWALK DR FEE DESCRIPTION AMOUNT DUE RE INSPECTION FEE 35.00 TOTAL DUE 35.00 Please present this receipt to the cashier with full payment. i lzi , LAA/7- 10 • c• ' 4 ,_ ,12.‘ \0RIO1 NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE IS$ Ocitfiiumtr A 5 JZ:5 3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1) S p7642.7 ► C-4 1 Pc i tel . Ap244;cQ ROKeS -2) tiµn 140 lea; 2 ).) .1. O EL Pal-1-0 000 i w/ p r€ Ff34. .5S '$1'00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247 -5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. ' r �� f 1 .i 6 i - 4 , -. CITY OF ATLANTIC BEACH ' s 80 SEMINOLE ROAD r s1 1r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026585 Date 10/28/03 Property Address 158 S OCEANWALK DR Tenant nbr, name FR ENTRY,PATIO,FR,M BR Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 156300 Owner Contractor GYARMATHY, RAYMOND TOM TROUT, INC. 158 OCEANWALK DRIVE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Permit MECHANICAL PERMIT Additional desc . Sub Contractor . OCEAN STATE HEAT & AIR Permit Fee . 87.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . 0 Special Notes and Comments APPROVED PER PLAN REVISION FOR 20' REAR YARD SETBACK. Fee summary Charged Paid Credited Due Permit Fee Total 87.00 87.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 87.00 87.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL .tA$ f ' t CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: al morel G \fair rna+ Job Address: IS Ocean u)0._L I{ br• S Contractor: OCean 1.4 b9 f Q I C-' 1..1C* COcoeici3to In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. III. GENERAL INFORMATION A _Type of heating fuel: B. Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? '/ e„5 ❑ Oil ❑ Other— Specify IF YES. GIVE NUMBER OF CONSTRUCTION PERMIT D3 -- 000 2 - 10585 IV. MECHANICAL EQUIPMENT TO BE NATURE OFWORK INSTALLED ig Residential or Commercial ❑ New Building (Provide complete list of components on back of this form) l[ Existing Building Heat _ Space _ Recessed 1 Central Floor Replacement of existing system —�w� anAI ,24' Air Conditioning: Room A Central , ❑ New Installation (No system previously installed) ig Duct System: Material Fit 1 DLO Thickness 1 /Z - ' k„ Extension or add-on to existing system Maximum capacity I 414 ctrn ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower. Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator : Manlift _Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency (..ar1 l +TWX 4 104$ - franc_ `f lA-I HEATING — FURNACES, BOILERS, FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU) Agency 1 001 4.4.-1-6e, 3 041/ Ti"Le_rte._ 4BiY1() LL TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32.33 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • httn / /www.ci.atlantic- beach.fl.us 1/14/03 t s 0rL'fr a� : > CITY OF ATLANTIC BEACH ..s-= : : " J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 - o-t. PHONE LINE 247 -5826 '' J13 W Application Number 03- 00026585 Date 8/06/03 Property Address 158 S OCEANWALK DR Tenant nbr, name FR ENTRY,PATIO,FR,M BR Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 156300 Owner Contractor GYARMATHY, RAYMOND TOM TROUT, INC. 158 OCEANWALK DRIVE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 631.00 Plan Check Fee . . 315.50 Issue Date . . . Valuation . . . . 156300 Special Notes and Comments APPROVED PER PLAN REVISION FOR 20' REAR YARD SETBACK. Other Fees WATER IMPACT FEE 120.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 631.00 631.00 .00 .00 "� Plan Check Total 315.50 315.50 .00 .00 Other Fee Total 155.00 155.00 .00 .00 Grand Total 1101.50 1101.50 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Trces vrl r ©v 2 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERA ONS ` MOVING, DEMOLITIONS Owner (s): ���Y m o ".44- , 3 W cl. S 0%. 0 - 11 1, Job Address : / S e © 4_Q r�,` v+.) & fl 'r S Phone : /0 Li - 99- (Di)) Lot # 1 3 Block or Unit # / Subdivision: O c.e c . m.J%.-i k. Contractor ?ro m ' It - 0- J .J�•. , State License # C i7.3 "C 0 D._ ( j Address : 6 425 (30 Lo& -. .... Kt Phone No: (1 . )-3. -S Y1 D— City J -dseh. I) , ` ` `e State 1, - . Zip Code - 3 a 2 ( Describe work to be done: A A X +; cr 4 R) Q. t..11 C r0%-j ..,,,,+1.- , /() Q. 0 c O ✓e e0'� , D de. LA) a—/1"- . 0 a rw j )e 1-J ck-Jer / Present use of building: `` e_ s, ca. �. -(_ :t . Valuation of Proposed Construction: 1 S 1i Proposed use: q.. e, S, a Ja-h- L_ e. Is this an addition? c . If yes, what are the dimension of the added ,qci 5 IG,x.1.1,cl." Qo r b.AJ�c',r, space : 1' /(,,�c ...�' ,''am 11.9k 4.511. Will the added area be heated and cooled? New electrical (or increase)? g e- S V.45 New plumbing fixtures ? New fireplace? , e > New Heat/AC? ye-S SUBMIT THREE (COMMERCL4L) TWO (RESIDENTL4L) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENMITY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTORS DAVIT, IF OWNERS IS CONT ' • C4017. r ; . • rR �eM A Signature OWNER: Wit,`„ Date: Fiki iII Signature CONTRACTOR. � „ l avagorr., Date: 6 / 2- 0 AS TO OWNER: Sworn to and subscribed before me this ' G day of V 0 20 Q 3 t< — NOTARY PUBLIC ,mn. D om CnpboN • My Commist on DD1 i� • AS TO CONTRACTOR: ' +;,,,s, Expires February 21, 2007 Sworn to and subscribed before me t o�.3 d of 0 ® 3 NOTARY PUBLIC e % Donald C My Commission D01 ' o .a F.a�m.ml► aooi cc: aS y,,y Jf, CITY OF ATLANTIC BEACH D. Ford rj 1 s BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr :4; Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # d? - c�lp 5 Property Address: r 3 3 5- Cc .C_XY) (/J W Applicant: Project: � (. A r fir► CX 0 This permit application has been: Approved ez-v% Reviewed and the following items need attention: Please re- submit y ur application when these items have been completed. Reviewed By: �ki4._ Date: 4 3 -3 J 3 CITY OF ATLANTIC BEACH D. Ford J i il „ BUILDING / ZONING DEPARTMENT L. Hi9gins 800 Seminole Road S. Doerr Atlantic Beach, Florida 32233 (904) 247 -5800 " ?-01.119' (904) 247 -5845 Fax PLAN REVIE COMMENTS Permit Application # Property Address: 1 Se 5- • cpc-cknw mit,. D( Applicant: T y ' c , Project: AC f j Vr* I ped--1-0 This permit application has been: ❑ Approved E Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: Date: . Duval County Property Appraiser - Parcel Summary Page 1 of 2 Parcel Summary - Current Ownership and Sale Information - Updated Weekly RE No.: 169463 0030 Owner's Name: GYARMATHY , RAYMOND H Property Address: 158 OCEANWALK DR S Unit No. 1 ATLANTIC BEACH 32233 Mailing Address: 1158 OCEANWALK DR ATLANTIC BEACH , FL 32233 -4678 Property Use: 0100 SINGLE FAMILY Legal description: 42 -001 08- 2S -29E 09 -2S -29E 37 -2S -29E OCEANWALK UNIT 1 LOT 13 Neighborhood: 943706 OCEANWALK Sec -Twn- Range: 09 -2S -29E OR BK & Page: 07493 -0068 Map Panel: 553 1 Sale Date: 1112/30/1992 INo. Buildings: 1 Sale Price: 1$309,000.00 Heated Area: 3085 Exterior Wall: WOOD SHEATH/PLY Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll Land Value: $100,000.00 Class Value: 1$0.00 I Improvements: $235,340.00 Taxing Authority: USD3 Market Value: $335,340.00 County Tax: $1,406.48 Assessed Value: 1$229,600.00 'School Tax: $1,710.25 Exempt Value: 1$25,000.00 District Tax: 1$649.01 Taxable Value: . l$204,600.00 'Other Tax: $102.41 Sr. Exempt: $0.00 (Voted Tax: $118.71 Sr. Taxable: l$0.00 Total Tax: $3,986.86 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map -It maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map -It Feedback (below). • Map -It Feedback r-FTZI Dil C X i Home PRC New Map -IT Taxes Payment Feedback Appraisal Feedback http: / /pawww.coj. net /pub /property/RENO.asp ?RENUM= 169463 +0030 7/29/2003 (;‘,. (`'ZS MAP SHOWING BOUNDARY SURVEY LOT 1__� ___ BLOCK OF AS SHOWN ON MAP OF 0 CEANWALK UNIT ONE AS R E C O R D E D I N PLAT BOOK 4 2 PAGES 1 - F CERTIF IED FOR: ---- OF �E PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA RAYJUON H . GYARMA ST EWART T1TLE OF JACKSONVILLE INC.• F'i4- sr u,v,o,v „ &r cGRP F -wr./c 2 GU, LAUG G o, R/w CIRCLE s 73.36'55' E S 772,09„ E 58.73 - 17.°61' -R = 125.92 0 �o(J B.P/CK r • :' • City of Ada, c co • • O Plann and , ing • • • rtrn1M • • This approval v- compliance _' applicable IZS i �4'i zoning, • _ • , . vision and other cal land 1 3 0 a e yelo• • er►�.regulations, but does not . • sYtitute ti s /�� . pr• . al for the issuance of permits. C . . ii a CS G S I Florida Building Code and all other app CO � o cal, St ate and Federal permitting reguirem t ,,� \ '- g must be verifiedtby signature of the City ofAtla ie j : N y - k 0 • Beach Bu .; 1, O ciai prior to the las uance�o t 7 8, ii Building ' rmit. ��_ 12 r. O g• A��� d By. ommun �s -velopment 7 or "�l rR 1 . _ I o �tio l 0 6 >Q • 1 <it r r1� /. NIA s pa SN s. .. w d� iry CITY OF ATLANTIC V E N 5' ' f - v ■ o) k- BUILDING O FIC C� 115 ; 63 , JUL 21 2003 14 gYd l 11 NOT VALJD UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON _P,,C'•V LINE AS SHO THE PROPERTY SHOWN HEREON APPEARS TO LIE WI THIN FLoon f-la 7e an 7/ Alc V IAICI ID A &Inr r-, ..r.- ...-. nnr. ._ - CITY OF ATLANTIC BEACH Y''p' PERMIT CALCULATION SHEET Date: 7 - - 0 3 Address i s8 � ce ' .tww� mac% ` �rt _ o, o0°( rT� v ) To S-f /Z Heated Square Footage / 0 1 @$ per sq ft = $ Garage / Shed $ per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck $ per sq ft = $ Patio $ per sq ft = $ TOTAL VALUATION: $ / ,�� 3 O ° Total Valuation 1 $ Remaining Value $ g $ .per thousand or portion thereof CONSTRUCTION TYPE: / TOTAL BUILDING FEE $ ZONING: yz i _ 2 +1/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: 7 7 S 6 7 BUILDING PERMIT FEE $ WATER IMPACT FEE $ / ) O SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ c") OTHER $ GRAND TOTAL DUE: $ 1/13/03 , 0 i `T CITY OF ATLANTIC BEACH - ' !![ j 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ti ��f INSPECTION PHONE LINE 247 -5826 Application Number . . . 03- 00027249 Property Address 158 S OCEANWALK DR Date 11/14/03 Tenant nbr, name tion GAS - PIPING Application description • MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor GYARMATHY, RAYMOND 158 OCEANWALK DRIVE SAWYER GAS COMPANY 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -6471 Permit MECHANICAL PERMIT Additional desc . Permit Fee . . . 70.00 Plan Check Fee Issue Date . . 00 Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 70.00 70.00 Plan Check Total .00 .00 .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 r 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 i ,, ii CITY OF ATLANTIC BEACH V MECHANICAL PERMIT APPLICATION Date: l j 1 -j . s Property Address: )5 I 1k) to t Owner: .---.• ` ' Ail ( V' A Telephone #• Contractor. _ � � / / A•iu7i � , _ ∎ , i' v as Telephone #: Y-) , 6 7 Contractor Address: Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of _ood .ractice listed therein. Type of Heating Fuel: If other construction is being done on this building ❑ Electric or site, list the building permit number: ❑ Gas: ._LP _Natural _Central Utility r ❑ Oil �3 °� l.�ib ❑ Other — S.eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _ Space _ Recessed _ Central _ Floor "� ❑ Air Conditioning: _ Room Central `7t Residential ❑ Duct System: Material Thickness Maximum capacity cfm ❑ Commercial ❑ Refrigeration ❑ Cooling Tower: Capacity ❑ New Building ❑ Fire Sprinklers: Number of Heads gpm ❑ Existing Building ❑ Elevator: _ Manlift Escalator (Number) El of Existing System ❑ Gasoline Pumps ❑ Tanks (Number) ❑ LPG Containers (Number) ❑ New Installation ❑ Unfired Pressure Vessel (Number) (No system previously installed) 0 Boilers CI Extension or Add-on to Existing System Gas Piping ❑ Other — Specify ❑ Other - Specify LIST ALL E II UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Number Units Description Model Ap odel # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Number Units Description Model Approving TANKS del # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid How Man & Dimensions YPe 9 Serial ii II iii iii Contained Manufacturer Approving No. A • enc 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http : / /www.ci.atlantic- beach.fl.us Ai 's, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD 15%1 Z ftiiiii ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number 03- 00027110 Property Address 158 S OCEANWALK DR Date 10/20/03 Tenant nbr, name Application description RE -PIPE & NEW 20 FIXTURES Property Zoning PLUMBING ONLY TO BE UPDATED Application valuation . 0 Owner Contractor GYARMATHY, RAYMOND WAYNE CONN PLUMBING INC. 158 OCEANWALK DRIVE ATLANTIC BEACH 3429 N. LIBERTY STREET FL 32233 JACKSONVILLE (904) 353 -3102 FL 32206 Permit PLUMBING PERMIT Additional desc Permit Fee 175.00 Issue Date . • . Plan Check Fee .00 Valuation . • . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 175.00 Plan Check Total 175.00 .00 .00 Grand Total •00 .00 .00 175.00 175.00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED RESULT IN THE PROPERTY OWNER UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN WHICH ARE PART OF THIS ERMIT AND PAYING UBJECT TO REVOCATION ON FO R �OF APPLICABLE PROVISIONS ISSUED ACCORDING A LAW PLANS O OF LAW BUILDING OFFI . /..A. ,,, CITY OF ATLANTIC BEACH t 4.-- ;, "1A APPLICATION FOR PLUMBING PERMIT � � 800 Seminole Road ' Atlantic Beach, Florida 32233 -DR >' (904) 247 -5800 Job Location: \ 0 C A t i A 1.__,,� , So v. -(-C Owner of Property: G y AR urn A7 x y Telephone: Plumbing Contractor: UJ Av t E Q n, N Pt, rn 1c, , +v c, 1 -1_r.) c Contractor Address: - 3 `t 2 - 1 N , (- ` 1 -.- rL 4-1 State License Number: CE C. 0 3 S 7 S� Telephone: 3 .53 - - S 1 o 2- How many of the following fixtures: ❑ New or ❑ Re -Piped I SINKS N-.) --- -- SHOWERS — 2 1`3 ` 3• - Rt - _ 4 5 LAVATORY -- 3 N e - t - C--• - WATER HEATERS 1 N -t (- R- - a BATH TUBS - 1 `' --"' I DISHWASHERS ."`" ii URINALS (, DISPOSALS � e ' `") // - " g-- --- �C CLOSETS - "' °--". l WASHING MACHINE _ 1-3 FLOOR DRAINS SHOWER PANS SEWER WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $35.00 Total Fixtures: o? X $7.00 + $35.00 = Signature of Owner: Signature of Contractor: LC) , e-o-,- ._ Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247 -5826 \' ° CITY OF ATLANTIC BEACH ,t _ •+ 800 SEMINOLE ROAD !` ATLANTIC BEACH, FLORIDA 32233 '4m� „ ` INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026803 Date 9/09/03 Property Address 158 S OCEANWALK DR Tenant nbr, name PORCH ADDITION Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 20000 Owner Contractor GYARMATHY, RAYMOND TOM TROUT, INC. 158 OCEANWALK DRIVE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 130.00 Plan Check Fee . . 65.00 Issue Date . . . Valuation . . . . 20000 Fee summary Charged Paid Credited Due Permit Fee Total 130.00 130.00 .00 .00 Plan Check Total 65.00 65.00 .00 .00 Grand Total 195.00 195.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: 0l.J.L+1 CITY OF ATLANTIC BEACH D. Ford s BUILDING / ZONING DEPARTMENT L. Higgins i i1 �4 ¢..► J 800 Seminole Road S. Doerr ` � Atlantic Beach, Florida 32233 " 7,4 : (904) 247 -5800 i �,il ( 904) 247 -5845 Fax PLAN REVIEW COMMENTS Permit Application # O3 oZ L'' QO 3 Property Address: 1 6 � S , — e- &t -.Y-) 1A!&L/C DY Applicant: I vr)1 Tr 0 U1- ,,,,L r)c, Project: ? O rCJ V d Ud I b 01'1_9 6 ) )&vu This per it application has been: Approved El Reviewed and the following items need attention: Please re- submit you application when these items have been completed. Reviewed By: ,.a Date: '''e gs 09/01/2003 23:12 FAX 904 7 5412 TOM TROUT INC 2002 \,.,, ,n, 0 00 9 yco pi,..t�. i. � O JK A- S• MAP SHOWING BOUNDARY SURVEY OF • LOT 13 BLOCK .AS SHOWN ON MAP OF 0 CEANWALK UNIT ONE AS RECORDED IN PLAT BOOK 42 PACES 1 -1F OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA C E R T 7 F / E 0 FOR: , . • . ,; ,, ..R Y - S I WART 771 • J • C K S O N IN . • A—/.es 7 wa, v.� .wu4. 4 • • G w_j_, _ter Y . CIRC LE GKING R �'L s 73•36'5 2 u (so �" 58 :73. 17.00 - a 125.9 s 7729'0 E � - Dc�I1,9 o° • • ' .� 0 tlentic Beach 6�' °.� :. • .. • • Meaning and Zoning Oepettovent • *wale SIM la applicable . �• "� , Wbdivis40!b other locet land . ' +epalaNaN,a Ilst constitute ' i .3°-.7. �y 111N 1lN iafll mNa. Compliance WY a71applicable • Iranenta Odle Atlantic ° ' ?Mm&L � AN ..w < o ' 4 (_,N i , � �' .7' rt t ,. yr , e or 0 ry' Qo�'�� o0 1F v d - �. : q r' -7.-- joi ti b t (RI o. 0 I �.. .. d - - __ `.`= _ i s .." • v. ( R) y a N ° ` .a ' /r �0r vo � -: '� � im o' , 2 Q is " ten On' _ - - Z q � D y f/ e et ve 14.3" z ry� N SB•p7' " )1p• 4 115. 14 11 NOT VAUD UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON R/W LINE AS SHO THE PROPERTY SHOWN HEREON APPEARS TO LE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FL00D INSURANCE RATE MAP 0001 FOR ATLAN7IC BEAVF1 FLORIDA, DATED 4 -17 -89 8411 eaYly - STATE . #Z LAND SURVEYORS 56 I N C. 731 -7235 GSM • I HERBY CER AFY THA-T THE ABOVE LANDS WERE SURVEYED UNDER' MY • owe L°r RESPONSIBILE SUPERVISION AND OIREC77ON, 771AT THERE ARE NO • °18V ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN aff ■DI C f LS ar.I HEREON MEE7S THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION o wm tac ovum) ' 472027, FLORIDA STATUTES - — 4 I I 4 I S • OtosS air _ ate. ramm.scnumw uWt � RR • A wr LAY C EDDY. P.L.S. No. 4144 COY. COMM AMA SCALE 1 " '• 20' f_ CIEWQ1LL/W[ - A/t AM GO/CMIC!AWO MO eV vow. 7AN 0M DATE 12 -11 -92 C..." A j -i:r � ? yv '� CITY OF ATLANTIC BEACH r ,� r , S } 800 SEMINOLE ROAD ;,; - ATLANTIC BEACH, FLORIDA 32233 `� . ;: INSPECTION PHONE LINE 247 -5826 Application Number 03- 00026585 Date 8/06/03 Property Address 158 S OCEANWALK DR Tenant nbr, name FR ENTRY,PATIO,FR,M BR Application description . . RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 156300 Owner Contractor GYARMATHY, RAYMOND TOM TROUT, INC. 158 OCEANWALK DRIVE 5569 BOWDEN ROAD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 737 -5412 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 631.00 Plan Check Fee . . 315.50 Issue Date . . . Valuation . . . . 156300 Special Notes and Comments APPROVED PER PLAN RET'ISION FOR 20' REAR YARD SETBACK. . . . . WATER IMPACT FEE 120.00 WATER CROSS CONNECTION 35.00 .arged Paid Credited Due 631.00 631.00 .00 .00 City of Atlantic Beach 315.50 315.50 .00 .00 CU5TOPER RECEIPT *** 155.00 155.00 .00 . 0 0 Op l: DSMITH Type: OC Drawer: 1 1101.50 1101.50 .00 . 0 0 Date: 8/06/03 01 Receipt no: 79265 Description Quantity Aeount BP BUILDING PERMITS 1. $1101.58 Tender detail CK CHECKS 35197 $1101.50 Total tendered $1101.50 Total payment $1101.50 Trans date: 8/06/03 Tine: 13:48:01 OM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED DR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN ICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS r TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CC Q h 0 0 v rn r k h ^ti � 0 F - [� n t i U Q � � ,t , 9Z 'Off di ,�52''90.I2' S J � �� Q v s c' 4 I` • • - • 0 1 AF • Fh --- 0 11 u _ o VA n� amp S ° c O / • • t \ ∎D• • o 6 c L .. U w E r , . ci S ►'� c � E .„ c r i tic; I i, 1� ° a av2 om p � w m O }"i CYJ , l 5 C \ , _ c c c o n .c p " t "� Q I, r, R , 0, ii ,„ _ ,..........,. „:,,, ,..,.,. O > 152 23ycN>. E ° dD i j/I(,j /I ° 10 LL. o c �,� °c ,� E 5, i ,r) a , co 7 } t \� Q �' a - . `° o to � m .d ` ,, ' a �. l � l P 0 / !r crl (� r ' o o d° ' � I .7'- 1 " 1 - N ' oEmm < Cr) L w ppp , 6 (..) r ` .P • , Z i "0 ,K7 .4 O O O• t9 -(-/) o • : .et,. ` 9g I • 0 E� o o r `O�,Z �' __ ............ /0- #°°1r. w t �� /� • W �0O v i zK Q 0 .., 2 in ;r107.1. .3 o N:x I I ... .i 2 t■ __ ?i?st 1 8 r ,*--N kr L...71 W W m o i y , ,z) 5 0, "�^N jW � (� Z 1 @Q u_� --i ) � ' b Za o '4 2g IL J p� �'f -' L � o cE a o (n j s Z L. -• V j O O J � C i c� i ��• e Q � Q ems- -1 j - W 7 m N o , : k. , �� S. I W ° r � I�CC Lto o Q Q � � �����o 1 rn b 5 a �'+� w ry �w W �O r � � Q V� Wc, ,, H I i• fm m0 c� '''C 1 1. r^S � �Z � " _ h WvO o\ W 10 LUooa o C > � LL rte, It P Z G\2 O Z O �1 p W W ^ C3 Q n. L a � w • 4° m LI z� W � � Q w 9 2 . 4, lu W g iz) co 0... k s 04 0 et e X O® m w ` .:-1 J 03...A 1 �''' CITY OF ATLANTIC BEACH op ) E PERMIT CALCULATION SHEET Date: T S Address / s- s. r c E.,.v w «4,, 7 c. (Pa h C Cf ) ' Heated Square Footage @ $ per sq ft = $ Per n 0 3.265 b 2 5 Garage / Shed @ $ per sq ft = $ ------ Carport / Porch @ $ per sq ft = $ Deck @$ per sgft= $ Patio @$ per sgft= $ TOTAL VALUATION: $ 7 C 000 $ Total Valuation 1 $ $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: )2 S - 2 — + ' /2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: 7 3 BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ • GRAND TOTAL DUE: $ 1/13/03 09/01/2003 23:12 FAX 904 737 5412 TOM TROUT INC Z002 • �� � 03- oe0.}1v5( g y C..r in.: -t1.yy ; o we �IK 0- s. J' MAP SHOWING BOUNDARY SURVEY OF LOT 13 BLOCK AS SHOWN ON MAP OF OCEANWALK UNIT ONE AS RECORDED IN PLAT BOOK 42 PACES 1 -1 P OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED FOR: RAYMOND H. GYARMARTHY-• STEWART 777LE OF JACKSONI4LLE INC.: �r.c5r u -' ".' ....7,71 CL.e.� ull CIRCLE LAUGH. INGo 3 79'36'55° E (0 17.0 � 58:79 R = r2 2 S s 7r29' .. .\\i\ A k II,. 9 . . , . C3 ,a .. v -,.,.. .. : • .. . ' - Fii, 9,/ - -� Q 0 ' B O O 7.8' 12 cP K OS 6 tv S 4 t (R) g• b� '%' 0��5g `k ,, ■.... Z.'. 2o. ` 1 5> NA 1 �y 6 .. � .}1 0� - ip 14.3' Q , a N 58." 7' 11 " 6. 11 5 68 , 14 17 NOT VALID UNLESS EMBOSSED WITH SEAL OF THE UNDERSIGNED. BEARINGS BASED ON _ R/W LINE AS SHO THE PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE X AS SCALED FROM FL00D INSURANCE RATE MAP 0001 FOR ATLANN7)CBEACK FLORIDA; DATED 4 -17 -89 TRI- STATE LAND. SURVEYORS INC. 8411 BAYMEADOWS WAY SUITE #Z, JACKSONI4LLE, FLORIDA 32256 (904) 731 -7235 fECDID �� I HEREBY CERTIFY 7HAT THE ABOVE LANDS WERE SURVEYED UNDER Mr • RESPONSIBILE SUPERVISION AND DIRECTION, THAT THERE ARE NO MGM 02` ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN Off wvr w F Mr uuJ HEREON MEETS THE MINIMUM. TECHNICAL STANDARDS SET FORTH SY 'w-- ssmcr ° nor Cot AouDO1 • THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT To SECTION 44 N ® Q� cur 472.027, FLORIDA STATUTES. ' _ as-r.._ . MADINCm+•an Mr r R A we LAfU Y C. EDDY, RLS No. 4144 Coe COMES WA SCALE, 1' ' 20' f aamwrc. AIR A,It A ca'4YnovWO PAD (n) maw &VAMa DATE 12 -11 -92 A 09/01/2003 23:11 FAX 904 737 5412 TOM TROUT INC 001 FAX COVER. SHEET 2rant4 Own wSince 1962 TOM TRO UTine. ' GENERAL CONTRACTOR YESTERDAY • TODAY • TDMORRDW • A TRADmON OF QUALITY 5569 Bowden Road Jacksonville, Florida 32216 Telephone 737 -5412 • Fax 737 -1044 DESIGN / BUILD RESIDENTIAL REMODELING DATE: 5 /- 2 1 / 0 TIME: /1: / o AM/PM NAME: Q' L ( Sl'ow'r TO: COMPANY: ��z �. NAME: 0o r"/ P e %; PHONE: 9'ay ' FAX: 9 - COMMENTS: .5L.0 -,/e • Number of Pages: � - (including this page) NOTE: If any of these FAX copies are illegible, or you do not receive the same number of pages as stated above, please contact us immediately at (904) 737 -5412. Thank you. Cc: 0r,, CITY OF ATLANTIC BEACH D. Ford s BUILDING / ZONING DEPARTMENT L. Higgins J �VIN � s ,� S. Doerr -' a J 800 Seminole Road - x t , .f„ Atlantic Beach, Florida 32233 \ .'- (904) 247 -5800 1�Y4 p ' ;:31 (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 03 ail U J Property Address: 1 l - - (�C -& n U 7). Applicant: I D rm T? DV- TI' c - Project: fbvfJ r04 I - In 3 pJari S This permit application has been: El Approved Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: Date: ti co co 0 CO C N N 0 CO J -J D U U 0 C rt. f � ° LL c� o _ • x Q U _ T - c .1.- C N AAA X o co C 3 0 v 0 Ca- d 0 o ++ d N U 0 •- N 0 < < 0 -.E. co 0 0 CI E 0 za a ° ,- - N Z D o � • Rf � U co Q. C N 2 i c3 • o to N W = V � � Cl Z C 2 0 W W Q l >, V m (/) 0 c0 +, °D _ F— >- wow N v CO a U \ vii IX IX N 1 _ N N i� = E C 2 2 2 \ 2 iTL 0 Ls le H Ii 0 N N w ( (0 D � Y O Q () • o c4.) C CA ~ ix c n = a> i Q c m H ". v c 0 0 + = a Fe C! 0 N 0 CO LL co U CU o _° U Z N = O ~ co `A W L cv ( D ? M C. + � o a) o as CD CO N N 0 .0 ° 8 0 N J N CO co V 13 8 d N U a.) 'C N 4 - C = •v U) n .= a o co (0 N (0 -0 to 0 oe) 2 0 N - N! te (n = o T CL L. 2 2 (A 2 c as I— H 0 w < o = J = Q U N i 1 N - Q s 1- N Q rn N NOTES (1) REFER TO 1118 91 (RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIREMENTS. (2) ALL TRUSSES ARE DESIGNED FOR 2' O.C. MAXIMUM SPACING UNLESS OTHERWISE NOTED. (3) ALL WALLS SHOWN ON TRUSS LAYOUT ARE CONSIDERED TO BE LOAD BEARING UNLESS 25'6 '0 _ 14'6 "0 OTHERWISE NOTED. (4) ALL ROOF TRUSS HANGERS TO BE SIMPSON HUS 26 AND FLOOR TRUSS HANGERS TO BE SIMPSON THA 422 UNLESS OTHERWISE NOTED. Ili ■.I,I..I■ (5) BEAM /HEADER/HDR /LINTEL TO BE FURNISHED BY BUILDER. - ill . 11111111111111111 - Al -J 1 F13 TOI 1 0 is • N w • �� • ■ EW PATIO (F.I.F) _ FIELD BMOC is not the respmsnbitdy of the trust fahrrcetor. — — — i, J er - tress desrndr, or €1 plate professional ofofmanufacturer a Persons ereclm p trusses e cautioned to seek professional al ndvrce regerd.rq temporary end erection bracxg which is always rewired to prevent toppling and dwsnang ding erection end permerenl brat' wh¢h mey be revered m specific applrcatons. Trusses shall be erected 1 and fastened in e strait and plump posiLm. Where m drect 1111111 top chord sheathing is applied. trusses must be braced aL 2 on center mexmum lnere no drect bottom chord sheathing m I applied. trusses must he braced at 10-e" m center mer�mm. __ k $ Tr must be handled with extreme care dung erection to Prevent damage or personal nfry. Refer to truss engineering f f � for conrect n m and bracing rpn)�P(nent5 These CaICUIetnOK are E 7 supplied order for the ENGRFER or RECORD to adequately - -- - - -. — provde fm connection and ntegraton of the roof assembly to the supporimg structure. designers of supportng comedic,* y p are SOLELY responsible for Lhe integrity of their product \ EXISITING STRUCTURE SHOP DRAWING APPROVAL E 5 __ NEW VALLEY FRAMED IN FIELQ` THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR \ OTHER TRUSS LAYOUTS. REVIEW T p .I Inr6' AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU TING LINES RooF TRUSS LAYOUT Rpprovedby Date. SPOSITI!N Builders Truss Mfg. ;Thy for conformance with APPROVED TRUSS ANCHOR BY BUILDER not relieve the contractor PLUMB CUT OVERHANG 1506 Bedell Ave. regwramen's of the shop HEEL HEIGHT = 47/16" Woodbine, GA 31569 Ity all Held measurements. BOTTOM = 2x MIN. TURNED FOR CORRECTION TOP = 2x4 MIN. B0 (912) 729 -2283 (9 12)729 -2284 Fax TURNED WITHOUT ACTION (800) 443 -9652 Toll Free E TRANSMITTAL LETTER www.btruss.com )MMENTS i 00 Bin _ _711._____.220A. 12 t,JR AM BL 2, V AT NO t0181 2 0 3 AD)ITION ffUSNN TRUSS END DETAIL KU i /8 - 0' ? II9 °"t in s a'° 7470 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Gyarmathy Addition Builder: Tom Trout, Inc. Address: 158 Oceanwalk Dr. S. Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl 32233- Permit Number: Owner: Gyarmathy Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 30.0 kBtu/hr 3. Number of units, if multi- family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No 1 _ 1 6. Conditioned floor area (ft 1088 ft c. N/A 1 7. Glass area & type a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 0.0 ft a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft HSPF: 6.80 d. Tint/other SHGC - double pane 183.0 ft b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R =0.0, 61.7(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. N/A a. Frame, Wood, Exterior R =11.0, 875.0 ft b. N/A _ b. N/A _ c. N/A d. N/A ! c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 548.0 ft _ 15. HVAC credits MZ -C, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 50.0 ft _ MZ- C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 50.0 ft MZ -H- Multizone heating) Glass /Floor Area: 0.17 Total as -built points: 11988 PASS Total base points: 12104 I hereby certify that the plans and specifications covered Review of the plans and ..•••••'•••'•• "••° this calculation are in co liance with the Florida specifications covered by this o�zES by '• Y P p Y • :.:�., .o • Energy Code. a `' � calculation indicates compliance 4 ,,'. �=•. PREPARED BY e with the Florida Energy Code. F ' : ` • o_v 1 �s B efore construction is completed ; cc ., —( �; r -- c DATE: h , a 1/4i p3 this building will be inspected for ;; *.t a compliance with Section 553.908 '•••.l,l . ' '! .. -` I hereby certify that this building, as designed, is in •.. � � •' • :: compliance with the Florida Energy Code. Florida Statutes. '• •. °D ' • OWNER /AGENT: BUILDING OFFICIAL: / w DATE: DATE: 7- 2 8 - f7 EnergyGauge® (Version: FLR1PB v3.22) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- PERMIT #: I I BASE I 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 1088.0 20.04 3924.6 Double,U= 0.87,SHGC =0.66 SW 15.8 8.0 40.0 40.16 0.40 634.9 Double,U= 0.87,SHGC =0.66 SE 13.3 8.0 60.0 42.75 0.42 1074.2 Double,U= 0.87,SHGC =0.66 SW 1.3 7.0 33.0 40.16 0.95 1255.5 Double,U= 0.87,SHGC =0.66 SE 1.3 6.0 50.0 42.75 0.92 1958.6 As -Built Total: 183.0 4923.2 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 11.0 875.0 1.70 1487.5 Exterior 875.0 1.70 1487.5 Base Total: 875.0 1487.5 As -Built Total: 875.0 1487.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 134.0 6.10 817.4 Exterior 134.0 6.10 817.4 Base Total: 134.0 817.4 As -Built Total: 134.0 817.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 548.0 1.73 948.0 Under Attic 30.0 548.0 1.73 X 1.00 948.0 Base Total: 548.0 948.0 As -Built Total: 548.0 948.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 61.7(p) -37.0 - 2282.9 Slab -On -Grade Edge Insulation 0.0 61.7(p) -41.20 - 2542.0 Raised 0.0 0.00 0.0 Base Total: - 2282.9 As -Built Total: 61.7 - 2542.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1088.0 10.21 11108.5 1088.0 10.21 11108.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- PERMIT #: BASE AS -BUILT Summer Base Points: 16003.2 Summer As -Built Points: 16742.5 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) 16742.5 1.000 (1.090 x 1.147 x 0.91) 0.341 0.950 5935.3 16003.2 0.4266 6826.9 16742.5 1.00 1.093 0.341 0.950 5935.3 EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.22 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- PERMIT #: I BASE AS -BUILT I GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Points .18 1088.0 12.74 2495.0 Double,U= 0.87,SHGC =0.66 SW 15.8 8.0 40.0 16.74 1.92 1287.1 Double,U= 0.87,SHGC =0.66 SE 13.3 8.0 60.0 14.71 2.37 2095.2 Double,U= 0.87,SHGC =0.66 SW 1.3 7.0 33.0 16.74 1.03 567.7 Double,U= 0.87,SHGC =0.66 SE 1.3 6.0 50.0 14.71 1.07 787.6 As -Built Total: 183.0 4737.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame, Wood, Exterior 11.0 875.0 3.70 3237.5 Exterior 875.0 3.70 3237.5 Base Total: 875.0 3237.5 As -Built Total: 875.0 3237.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 134.0 12.30 1648.2 Exterior 134.0 12.30 1648.2 Base Total: 134.0 1648.2 As -Built Total: 134.0 1648.2 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 548.0 2.05 1123.4 Under Attic 30.0 548.0 2.05 X 1.00 1123.4 Base Total: 548.0 1123.4 As -Built Total: 548.0 1123.4 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 61.7(p) 8.9 549.1 Slab -On -Grade Edge Insulation 0.0 61.7(p) 18.80 1160.0 Raised 0.0 0.00 0.0 Base Total: 549.1 As -Built Total: 61.7 1160.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1088.0 -0.59 -641.9 1088.0 -0.59 -641.9 EnergyGauge® DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.22 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- PERMIT #: BASE AS -BUILT Winter Base Points: 8411.3 Winter As -Built Points: 11264.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 11264.7 1.000 (1.069 x 1.169 x 0.93) 0.501 0.950 6053.1 8411.3 0.6274 5277.3 11264.7 1.00 1.128 0.501 0.950 6053.1 EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.22 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- 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 1 2746.00 0.0 1 1.00 2746.00 1.00 2746.0 As -Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6827 5277 0 12104 5935 6053 0 11988 PASS ... . . . ... 04 ZYIE ST�16 /44 ~ / nu, 0 Y4 4 ar DD WE EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1PB v3.22 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams.____ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES_ (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker electric or cutoff •as must be •rovided. External or built -in heat trap required. Swimming Pools & Spas ; 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal • efficienc of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. - Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -2001 EnergyGauge® /ResFREE'2001 FLR1 PB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.8 The higher the score, the more efficient the home. Gyarmathy, 158 Oceanwalk Dr. S., Atlantic Beach, FI, 32233- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 10.00 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft 1088 ft c. N/A 7. Glass area & type a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 0.0 ft _ a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft _ HSPF: 6.80 _ d. Tint/other SHGC - double pane 183.0 ft b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 61.7(p) ft _ c. N/A _ b. N/A _ _ c. N/A 14. Hot water systems 9. Wall types _ a. N/A — a. Frame, Wood, Exterior R =11.0, 875.0 ft b. N/A _ b. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits e. N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 548.0 ft _ 15. HVAC credits MZ -C, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 50.0 ft _ MZ- C- Multizone cooling, b. Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 50.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building • Construction through the above energy saving features which will be installed (or exceeded) ........ THE. : >o in this home before final inspection. Otherwise, a new EPL Display Card will be completed ' ., based on installed Code compliant features. . „ Builder Signature: Date : a ; r Address of New Home: City/FL Zip: ° .; °OD . � .' *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"'designation), your home may qual j for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLR1PB v3.22) • RIGHT -J BUILDING ANALYSIS REPORT I Entire House e,,,,'* •" Energy Design Systems 1065 Oak Vale Rd, Jacksonville, Fi 32259 Phone' 904-287-5339 Fax. 904-287-1258 Email: energy design §comcast. net . Pro Information For Gyarrnathy Addition 158 Oceanwalk Dr. S., Atlantic Beach, Fl Desi • n Infonnation t9 9 H Cl Infiltration Outside db ( °F) 32 93 Method Simplified Inside db ( °F) 72 74 Construction quality Average Design TD ( °F) 40 19 Fireplaces 0 Daily range - M Inside humidity ( %) - 50 Moisture difference (gr/lb) - 52 Heatin • Walls .�,_ Component Btuh /ft Btuh % of load Walls 3.6 3151 12.9 Infitration Windows 29.0 5307 21.8 "hn Doors 18.4 2466 10.1 Ceilings 1.3 723 3.0 Floors 32.4 4218 17.3 Infiltration 23.1 7316 30.1 Ducts 1159 4.8 r " Floors Total 24341 100.0 Cooling.. Component Btuhlft Btuh % of load w.t r inlemal Gains Walls 2.0 1780 8.3 Drs Windows 61.8 11311 53.0 Doors 10.4 1393 6.5 o° Ceilings 1.4 778 3.6 Floors 0.0 0 0.0 Infiltration 5.5 1738 8.1 Cis Ducts 1940 9.1 wnaows k >z Figgni .' • Internal gains 2400 11.2 Total 21339 100.0 Cooling at 82 % SHR = 2.1 ton Cooling air flow = 477 cfm /ton Cooling at 70 % SHR = 2.5 ton Cooling at 400 cfm /ton = 2.6 ton Overall U -Value = 0.212 Btuh/ t - °F Data entries checked. „ Wriglhtsc ft Right -Suite Residentiat' 5.0.66 R5R29784 2003 - Jul -23 21'44:32 CK C \Documents and Settin9s\customer\My Documents \Wrightsoft \Gyarmathy Addition - Tom Trout, Bider rs Page 1 RIGHT -J LOAD AND EQUIPMENT SUMMARY 4 Kit } Entire House Energy Design Systems 1065 Oak Vale Rd, Jacksonwtte, FI 32259 Phone: 904-2B7 -5339 Fax 904 -287 -1258 Email: energydesignOcomcast.net Pro'eet Information • For: Gyarmathy Addition 158 Oceanwalk Dr. S., Atlantic Beach, FI Notes: Desi • n Information Weather: Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 74 °F Design TD 40 °F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 52 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 24341 Btuh Structure 21339 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 24341 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 20912 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1840 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2943 Btuh Area (ftt) 1088 1088 Total latent equip. load 4783 Btuh Volume (ft 9956 9956 Air changes /hour 1.00 0.50 Total equipment load 25695 Btuh Equiv. AVF (cfm) 166 83 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh i 47 °F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1021 cfm Actual cooling fan 1021 cfm Heating air flow factor 0.042 cfm /Btuh Cooling air flow factor 0.048 cfm /Btuh Space thermostat Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right-Suite Residential^" 5.0.66 RSR29784 2003 - Jul -23 21:44 32 ACCK C: \Documents and Settings \customer\My Documents \Wnghtsoft\Gyarmathy Addition - Tom Trout, Bider rs Page 1 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR .ALTERATIONS MOVING, DEMOLITIONS Owner(s): /� O(Y/J ��� 7/ y • Address: /5 c(���irl� VielC Phone: g S 7 :.? Lot # Block or Unit # Subdivision: Contractor: , _ •�7Si�" State License # ( e:). 2 o Address: (?/0 �f�P L ? , ,e4r ;., Phone No: ' j; / '4' . 37:2, City �(/ State Zip Code 3 2> t G Describe work to be done: c57(e/I G Present use of building: /�� S Valuation of Proposed Construction: ,/ e7 Q�t, Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X r-- ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat /AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: Ae/ ' Date: Sworn to and subscribed before me this day of 0-1.) , 19 _ NOTARY PUBLIC STAT OF FLORIDA AT LARGE Patticla Amonette _,. ah " r MY COMMISSION # CC553881 DORE' August 27, 2000 . 1,RF, 1 , BONDED MU TROY FAIN INSURANCE, INC. PSR-3844 15611 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ---- PERMIT INFORMATION ------ ------- LOCATION INFORMATION Permit Number: 15611 Address; 158 OCEANWALK DRIVE SOUTH Permit Type:SIDING ATLANTIC BEACH, FLORIDA 32232 nass of Work:NEW --------- LEGAL DESCRIPTION ------ Constr, Type:WOOD FRAME Block: Lot: Twp: Proposed Use:SINGLE FAMILY Section: 0 Subd: Rna: Dwellinas: 0 Subdivision:OCEANWALK Est, Value: 0.00 Imprc Cost: 10,000,00 Total Fees 90,00 Amount Paid: 90.00 k)WNER INFORMATION -- -------- APPLICATION FEES ----- Name! RAv' PERMIT 90.00 Addr 1,5 K DRIVE SOUTH ATLANTIC PEACH FLORIDA ',2 Phone :904249 --- CONTRACTOR /NFORMAT1 Name! PEARSON CONSTRUCTION roldr! 1710 LIGHTY LANE IEPTUNE BEACH, FLORIDA 3226b , 2BCO24160 Exp: / NOTES NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 MECHANICS' 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. $90.00 14 166. 11/2G/97 ill. Rcceipt CHECKS 1572 ATLANTIC BEACH BUILDING DEPART ENT 0610E18032218 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner(s): 4y, Address: `S O Ott 24.11- f,)d I Ft ,ar, Phone: / •• b 7 Lot # Block or Unit # Subdivision: Contractor: Li) D c D f , State License # g 5 d 66 /60?' Address : f f ,� ;Z '7 i t 3' 4- 3'e J A.h, Phone No: L Describe work to be done: ! P led e a-a ad '?' h0 4- �ds er 4 , h • •7C.. joa r5 Present use of building: � ` /1- f. � ►� , � 4r Valuation of Proposed Construction: 1,5 a Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat /AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Date: Signature CONTRACTOR: f ®mil Date: t/7 92 License Supplied: Liability Insurance: Worker's Compensation Insurance: pt. e,aro Loc. i'-',' 0 ru i, - E. ti- I Jo kt) t. s t eo de a '6 IP 10 /3 J5 8 CC ec-4.3 wc,..i (1 b p_ s , ...i 4 1 CITY OF ATLANTIC BEACH SPtCIAL INVESTIGATION • TO BE FILLED OUT }3Y COMPLAINANT DATE ' 37 A0C-.60 7 ?, ) LOCATION/S1 OCeR41 64/44 br . 2 ., ' OP LT I Lor,/3 ,6&?hc l 0/ p-cfar-f OWNER OF PROPERTY AM a'fd Ag2A, Jope.s 29-c , 3..co SIGNATURE OF COMPLAINANTA0010)4k bak ,/ • ' nk-vrsi /(KAR PLev ) at) COM /6 _ S if -- 7 4 ,6, - A,.. - - .-- - ------ - - - - -- - / TELEPHONE it_ 2_ 347 g,____ ----- FOR OFFICE USE ONLY DATE OF INVESTIGATION 10/3 iii1 INVESTIGATOR_ CONDITIONS FOUND_g_e4 1 - 12 -__ .f tc- 1L ` ( ACTION TAKEN COMP L I A NCE_ _4#L- _ _X _ ... ...-v ..,.., 0 :• NOTES : 1 CITY OF Akieuctec Bead - 76yuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 J TELEPHONE (904) 247 -5800 ," • .410, FAX (904) 247 -5805 November 1, 1991 Mr. Robert C. Jones 158 Oceanwalk Drive South Atlantic Beach, FL 32233 Dear Mr. Jones: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: Lot 13, Oceanwalk, Unit #1 a /k /a 158 Oceanwalk Drive South RE#169463 -0030 An investigation of this property discloses and I have found and determined a violation of Section 24.163(2) of the Code of Atlantic Beach exists in that is a boat parked in the drive which is situated too near the right -of way. You are hereby notified that unless the condition above described is remedied within seven (7) days from the date hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Don C. Ford Code Enforcement Officer DCF /ph cc: City Manager PSR -3844 125 2 0 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number: 12520 Address: 158 OCEANWALK DRIVE SOUTH Permit Type:RE -ROOF ATLANTIC BEACH, FLORIDA 3223° Class of Work:NEW LEGAL DESCRIPTION - Constr. Type:WOOD FRAME Block: Lot: Twp: Proposed Use :SINGLE FAMILY Section: 0 Subd: Rng: Dwellings: 0 Subdivision:OCEANWALK Est. Value: 0.00 Improv, Cost: 3,000.00 Total Fees 25.00 1d G1 TI ON - -- APPLICATION FEES Na I ERMIT m � �w ���,"3� 25.00 Addr 1 1L DRIVE SOUTH B AC1 : FLORIDA 322 Phone ; 00 C`'RA R '''. FORMAT T _ _. Name SC1iLT2 &..FIND Add ,m° 1 N` - PRE'T-SD 1 TE A E BEACH, FL 32250 Lz�a � Exp: T y0► 7 �@ ;P NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FOR THE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.88 14 Data' 8 /aA /q. At Raraipt: 8883137 CHECKS ATLANTIC BEACH BUILDING DEPARTMENT 88188883221888 4453 By: i'r.",. frr2,,, CITY OF ALANTIC BEACH ,� ROOFING PERMIT APPLICATION Owner(s): if g1rr./?2/2 .-, Address: /h ,,phone: Lot # , Block or Unit # Subdivision:C.CcV,y Yii?/% Contractor: C z/ --� � /1g1/ Address: 2 /e 4 City, State and Zip L /4A 6X Phonef22J7 State License # CC :—C ?Z9' Describe work to be performed: � � S - Valuation of Proposed Construction: :::5 QQ Materials to be used: S' 4 / Signature of Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied C21 License Information PSR -3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH °-- PERMIT INFORMATION - LOOM' I''Al INFORMTTI0N 'emit Number: 13925 I J.- ,-, . 15P OCEANWALK DRIV. Feimit Tvre:REPAIR ATLANTIC BEACH. FLORA lass of Work :ALTERATION ----- _ LE:JAL CES2RIPTION _. Conztr . TYpe :WOOD FRAME Block: Lot: r—oposed Use :SIN)LE FAMILY S.ct.ion. „ Subd: DweI1in3s: 0 x1 -,1 .~ .. EANWALI Est. Value:.{? +: Im r ov . Cost Total Fes r. . ''I' ORM;ATICN ____ __ AFFL1. ATIC FEES --- - lam e PERMIT .dd . 1S s 1W A, `v'E SOUTLn RE'.*', FLORIDA .3 .... „Oist,TRA . R U..1(FC RMAT , varn ; VO40 M CONSTRUCT! ON ,dch : 1308 ? °PH.. STREET NORTH` T*rF:- r'NrIT.TF TEACH. FL F 'r NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST E CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT Ir THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATIN VIOLATION OF APPLICABLE PROVISIONS OF LAW. Date: 5/88197 81 Receipt. 0654279 LASH 08180083221880 ATLANTIC BEACH BUILDING DEPARTMENT By: BUILDING AND ZONING INSPECTION DIVISION CU Y or ATLANTIC DEACI I All ANTIC RIAr :ll, rl_gntttA sow APPLICATION FOR MI CI PERMS I • - CALL•II1 NUh1lIFi1 IMPORTANT — Applicant to complain all items in sections I, II, III, and IV. I. sir.., Addt :�$ OC`ANWAL DRAVC. S. -- LOCATION a' IUILDING (nl.rt•e11n Slr..ltt ht... 5eM, Np(,e, Qom. ^n1 Sub•divh t ion 'PAA) 4(JAL 12. 11. IDENTIFICATION -- To be completed by all applicants, (n tonr:dv•r :en of pn :r q:v•n for doin.l 'het wed( •s d•crih•d In U. oho,. sl•l.m•nl w• h.,•hy • Vn, 1n p•rlmm •nld was in .crn■rinntn .,'th rho ottnettod plans a nd sp•cHlt.t:ons which ar• • port h•renl and In •ccord•nt• w:lh the City of Jactronvill• nrdin•ne.I and slnnderrh of ',net p•ctic• C,1•d Sh••:n Nom.. •1 I.Iteh.nie.l C•nlraalsrs C••lroefer /Print) ` .. - Mallet • e.. CAC—ny9 310 11.tne •f hoped', O.•ntr , n ill sc.:. • _ I• G- • r lat' . _ Urals,. of O. ter S19telur. el ■ M AarfA.riud A4ta1 N 11reAhael er En91n•.r III. GEN 1 INFORMATIO •x r • A. 1 rM el A.•lia9 (vat: �- - -_ _ _J Br d Metric IS OTHER CONSTRUCTION •EINO DONS OH _ THIS 1101101110 OR SITE f /VC) ❑ 6os — ❑ V ❑ Natural ❑ Control Ullllly [] Og It YRS GIVE NUMM[ I OF CONSTRUCTION ❑ OIA•t — Sootily P[RMIT IV. WScHA +ICau. 1pUl /MINT TO 1! INIIALLSO NATURE OF WORK ( /revile eermpi•N Pal of components .t lack of Alt Feint) (i Reeldenllel or LI Commercial ❑ Heal ❑ Spat. ❑ !•coned 0 C.ritMI d IIoM _ C 1 �, Now building (4 /W Conilr t.n.A1iel (21 164)11% [ c.c..1,4 l� ntr Exlsllnp !Wilding O oats Sysl•wrt 1d4.44.1 1Mcln•.a lM nipl.c.m.nl of .xtallnp'yN.m 0 Slew InsIellellon (No system previously Installed) AI..Irnw.. capacity t•I.rn. ❑ [•Iryanl;en CI Extension or odd -on lo existing system ❑ Cooling lowo: Cepotily 11•ptth ❑ Other --. Specify C7 Rro tp,;nll.n! Nwrel•t of A..dt 0 Reveler 0 11.411 ❑ Eeulaler_ (turbos) I] Gasoline wraps (numta•r) 1111! lIAC! IOR OPTICS use ONLY I R+«MII 0 Tsnit (number) Ren+eris . I] 1/4 a .)share -, . tvml.e 0 Usfi►s4 prwsut. ****4 - ❑ Whey Perm)) Approval ly bolo._ U otl••. — Sootily /.rtnlf Rye f LIST ALL EgU1PMLNT Alit CONDITIONING AND REFRIGERATION EQUttMENT _____ ENT • Number Vnits b+.crlplMw _` _ II[od.l Numb*, F 8' Alptay ar - - S[enuteotusvtr J1 d .... - CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERiWr iIkA N i G ATIOttIN F Permit Number: 20116 Address: 158 OCEANWALK DRIVE SOUTH Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPLACMT PERMIT Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: 0 Square Feet: Subdivision: OCEANWALK Est. Value: Parcel Number: Improv. Cost: ..._ ; Date Issued: Name: RAY GYARMATHY Total Fees: 35.00 Address: 158 OCEANWALK DRIVE SOUTH Amount Paid: 35.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/23/2000 Phone: (904)249 -2743 Work Desc: 36,000 BTU AIR HANDLER OCEAN STATE HEAT & AIR P 3 .00 ., ^r .,.:;. e.. rrS �" �....::; s ,., _. _. � . �, . �a:_ ,�:.». ..v +: � n ""� � _*_^.�# ROUGH MECHANICAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. /� $35.88 14 `v"% \ C— Date: 5/23/00 01 Receipt: 8RMi CHECKS 15348 ATLANTIC BEACH UILDIN EPT. 0010 0063221080 MAP SHOWING BOUNDARY SURVEY OF LOT 13 BLOCK '` AS SHOWN ON MAP OF OteALII&JAcK UAJI t OLuE .45 RECORDED IN PLAT BOOK 42- PAGES 1 IF OF THE PUBL IC RECORDS OF DUVAL CO. , FL A . CERTIFIED FOR : CDA /7Y S4' //V , ANK . r./1-1 t✓lU��l�� (�Vl,l, &iQL� c= i25.�' , 4-= 17 .01 ' 427"3la''E -/7.0' �� -1-1'°4' o °p 5�, Lt?-4) F .o "M 2.0'1," • QV ∎P, x ' 12 (g 1 ) N \I 0 � , 7 ' ��) t� `rt ^'14 D 0/2 C88` 3o. TN 2) l/1 ' • ,. �,, a q p � � w l.t ( , , N : e • ° 1/ y ' I '1241 n N \---- 0 . / b M c °i, --- \ Q I6 . ) ,� :,moo ti / (64) Ira ,.off ti s 4 (_-� o) 8-07. i rs 6,3, ,, /.� sio. 4994, 9 -19- L °T I4 (�� / ///sL w o.88 8 - 03 - 88 f �iivv,� 9.✓ s�//O. /3 766 Z /b' - - 7// 5 4 '7 - r�/o i3 7 /- Z EE BEARINGS BASED ON PLAT AS SHOWN I HEREBY CERTIFY THAT THE 1 (JJ SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE A AS SHOWN ON FL 000 INSURANCE RA TE MAP 26 FOR THE CI T Y OF JACKSONVILLE, FLORIDA, OA TED it - 14-5- e73 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT ()? TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3 // 19 r7 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. k /SIN y £ C -7,7.< G- -TM C.. j� d" �' A /9 Ar .6VA. P. 7 ELECTRICAL FIRM: MASTER ELECTRICIAN S ATURE JOURNEYMAN NAME C ) '. 1 J o d s ADDRESS: / .S U 1 tSi " RFD BOX BLDG. SIZE BETWEEN: RES. (V1 " APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW V- OLD ( ) REW. ( ADDITION ( ) TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW (L 1" INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE ( AMPS J% G C7 COPPER ( 1 ALUM. (f. ,� r 6 Q SWITCH OR BREAKER '2 C) AMPS / PH 3 W )--3C VOLT AS RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0 .30 AMPS. 31.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 1 1111 i I 1 a , of w cG D • CD i G j -4' F CT. iI N !1 • 0 Z n. 1 0 i ' 00 N % i J N r> j 2 , co o 3 C7 \ Y CC w ti Z Ln I V O K 1 C I a LL - Q r ! W M ¢ 1 �- a ca V O O �, o M v I..�1 .� 4 M • LL N s WSM P I _ .�. ' z Z a a OO � , O * 2 ru U � ±u- k o� ❑ • ict }U (��SQ 0 LL N =Wm • 111 ❑ W WL �..`� N O rrl U cL Q 0 /"'" • oC \‘'s< cf] Z Q U CC O a •� N i • _ 9 9l1 CNV 1.H 6- ie-t g&evez-e AA/ / / / APPLICATION FOR WATER METER y 0 jespa-t_..6) DATE: CONTRACTOR: .7.:Z, a, i . , , .. .., ea 13ILLING ADDRESS:z2? 7 6 _ _ ___ _ ___ / ,--, SERVICE ADDRESS: , 2 6 La-4241W___,4 odi LOT: / 3 BLOCK: UNIT: _____-2--. SUBDIVISION: ' ACCOUNT NUMBER: ,,/5 /7 METER SIZE: I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. , 0 4/ CONTRACT IIR i / , 0•5 CI 1 ATLA ■ IC = . CH 410 DEPARTMENT QE BUILDING PERMIT NO CITY OF ATLANT VEAC FLORIDA PERMIT TO BUILD 7 T THIS PERMIT MUST BE POSTED ON JOB 1457.07 457. Date January 20 19 S8 4799 1 4 4/ /S 9435 .00CA Valuation $ 150 291.70 Fee $ 457 b799 1 4 P/' i /O" 1rlr11 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that T.E.James Construction Comnan CGCO31821 2970 Hartle Road Jacksonville 32217 I has permission to build Sin Ile Family Classification i3ew Residenti Zone RS -1 Owned by .n •I • .• . DS. a Lot 13 Block tlni� —S/D ncp1nt lk House No. 158 0 -,.W. I ' - .. I Am. , According to approved plans which are part of this permit (IL-1- NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. I PERMIT VOID SIX MONTHS m AFTER DATE OF ISSUE ∎ — O 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 con - * tracto or owner. . . t �, ,k-zc • r • , . i ii Iding Official. PERMIT DATE CONTRACTOR I! I 'I FOR OFFICE USE ONLY NUMBER PLUMBING ELECTRICAL SEWER lari - WATER it PLANS REVIEW CHECK LIST Address /6bA614,424.e.ik-PQtj/ Owner Jqaz#22,64A94e...(21 Legal Descriptionafat43Atie Contractor j 446/ es,i4„;e41 eVelayuueta, License Number &CO-3/1"Di License on File ongo NO Section 24-101 * Zoning Regulations Zoning District Proposed Use,2tdiFee 36.4 Required Lot Size__95 Actual Lot SizeLakiPZ 11 Setbacks Required Provided Section 24-17 front e CORNER LOT iicLT."'ERIORLO" rear 3 o 11 11 Flood Zone (i) side-1 side-2 40 Req uired Elevation qi7.5 I / 1 Max. Height Allowed Proposed Height 31,3 Section 24-82 * Minimum Lot Coverage Required Heated Area /610c,0( Proposed Area 30 Section 24-161 * Offstreet Parking Number Spaces Required_____ Spaces Provided cR_ Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: 4.- Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed bykiiititt2..) 44.tele. Date 4 .. Building Permit #_ (Zi DENIED . l 3 u r- 1 0cEd+ -tow 1r4- c, /5 - 8(5 62 ). K 3 0 Co? @ $ 3q S D per sq ft = $ 4 I (We, DO {(0 @$ / So per sgft =$ S)/570. — 1 L i @$ •D,S per sg =$ 5.9.c '7.' 0 •* @$ per sg ft =$ 236 • 500+ @ $ per sq ft = $ 38.750+ TOTAL VALUATION : $ / 3 o 29 76 275.2500 137.620+ 1st $ /09600. 6 $ "6 �D 45•000+ 457.8700 _ 3g $ $ / ,A S per thousand or 8 5. 0 0 0+ portion thereof 1 035 • 000+ i /or FEES REQUIRED Total Building Fee $ cF`2' � 305•000+ + 2 Filing Fee $ / 32 (Qa 1 ,882•8700 ✓ 3 Fireplaces @ 15.00 $ y.� � O d BUTT DING 'PERMIT FEE $ 457 87 1 Li.ei..LJ11Li 102110 / Septic Tank BUILDING PERMIT $ 7`62 2' 7 Well WATER METER CHARGE $ gS, 0 in Swimming Pool SEWER IMPACT kEE $ /0 3 37 0 a Sign WATER IMPACT FEE $ 3 O L ST (D b Water Connection MISCELLANEOUS $ Sewer Connection ./ $ Water Meter ../ $ Elevation Certificate 4 Y GRAND TOTAL DUE $ 4 , g7 CALCULATIONS and /or NOTES City of Atlantic each • • Fixture Unit Worksheet for Water.Impact Fee • FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND • FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY . WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN • DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. • BATHROOM GROUP CONSISTING OF v SERVICE SINK TRAP STAND • WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) • • __ WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATIITUB /SHOWER.(2) __URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) 0 SHOWER STALL DOMESTIC (2) • _ __ LAUNDRY TRAY (2) 3 LAVATORY (1) _ ___COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) __ _POT, SCULLERY SINK (4) I DISHWASIIER (2) __WAS}} SINK EACH SET OF FAUCETS (2) 0 KITCHEN SINK (2) __ DENTAL LAVATORY (1) KITCIIEN SINK WITH WASTE • GRINDER (3) ___DENTAL UNIT OR CUSPIDOR (1) U BIDGET (3) _ URINAL STALL, WASHOUT (4) D FLUSI}ING RIM SINK (8) _ __ _COMBINATION SINK AND TRAY WIT FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _DRINKING FOUNTAIN (1/2) _, LAVATORY, BARBER /BEAUTY SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) ( ICE MAKER (1/2) • • • • TOTAL FIXTURE UNITS 30. 5 @ $10.00 EACH $ 3 Q JOB INFORMATION 4 0 T (3 (I,N LZ � S 444.) &) t L LAL • 40.0 °0 I1 �� .I' - -. 14.6"o -- rNOYtd.:: U: iA3vnY,:rrAW#b(.;L,NMV/N3d.Wly d� dzMOaar�saNOC4 ^�I6ibCCCA9CUM A006 '�. :• r.M ' n: , .... F u..G.. a•.. :.OULLS%i W.dddCEOEUbtl ' bd :...:e:.. .n:. : E2 ; ill ( IL) ,r" A W NEW PATIO (F. I . F) w ¢, ! g I ...w.... • ,.• • . . I 1 1 I ' / \ / rl EXISITING STRUCTURE 256 °0 I. CONTRACTOR TO VERIFY EXIS FLOOR TRUSS ILAY0 -1F CONDITIONS TO MATCH ROOF I /e" = 1' -e" - -_ - - -- SHOP DRA INING RE`JIEVJ J RPPROUED TRUSS ANCHOR BY BUILDER BOTTOM = 4x2 ATTENTION Review of shop drawings is r+ TOP = 4x2 (DOUBLE AT BRG 1 the design concept of the protect and does 2x4 Cont. Band of responsibility for any deviation from the drawings. Contractor shall determine and ve ,rl c_ .._ ❑ RE '' E A PPROVED ❑ APPROVED AS NOTED ❑ RE r _ \ / ❑ NOT APPROVED ❑ CE DATE BY ' JEFFREY ULSBERG. P . SHOP DRAW' IC - TRUSS END DETAIL ■ UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 20th day of January 198 8 , between the City of Atlantic Beach , a • Municipal corporation, hereinafter called "City ", and T,E.James Construction Company a corporation, its successors and assigns, hereinafter called "Developer ". W I T N E S S E T H: WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 13 Unit I Oceanwalk refer to acreage, plat engineering 158 Oceanwalk Drive South drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing 1 buildings,'• 1 residences and /or other improvements thereon consisting of Single Family • and • WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; . • and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary•for City to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and, valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City this exclusive right to provide water and sewer service for all uses within all structures now or hereafter constructed • on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and /or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the toms of tills agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Casements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer. to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water to said state road right -of -way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served City. All such easements shall have a width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from " non- domestic" drains including without limitation swimming pools, air . conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to flow preventor valve failure. 8. The construction and design of all facilities to be trancr.— -.,_I i ___ i _ Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously • approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order • is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of . the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic beach requirements unless otherwise . specified by City or its engineer. • D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer, but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City,. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. 13. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi - family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. D. by these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City • • 11. Developer shall pay the City upon, execution of this Agreement the sum of .10 per water connection per equivalent residential connection (ERC) as an advanced deposit to cover . engineering, plan review, inspection, test, legal and administrative • expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of ll)(t per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non - residential units shall be based upon estimated cost to City. Actual cost will be determined and a refund or • additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as • provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty five dollars ($ 1,035.00 ), per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at.the rate of ($ ). • • i • D. A meter installation fee to cover meter cost and meter ins tallation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mtin extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the • cost of Developer's said hydraulic share shall be $ payable upon execution of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and In consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever ,feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire F;.. ire -- - 1 at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and Q. Water plant capacity charge upon the execution of this Agreement, a total of • $305.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of'. $1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 per 3/4" meter - upon . application for hook -up of individual lots, apartments, multi- family lots or units; and F. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F -1 of this Agreement upon execution of this Agreement, in a total amount of '$ ; and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a ' total amount of $ ;1 navahla 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy -five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e., in addition to those provided for above in this Agreement), but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. • 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the • successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with • residential or commercial construction. 20. Unless the damage to any onsite improvements, are the result of • • the negligence or willful act of the City, its officers, or employees or • authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable • • repairs which must be made by the City or independent contractors enQaaed by flit, r; ... . • prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne b y the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and /or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D. All water and sewer Apr,,;,.,,.. . irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. F. A bill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite construction provide City an accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at•least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right -of -way casement area of adjacent areas. A third test shall be required if the City deems it necessary within a one • (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory • agency for the water and /or sewer systPm nro 1 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United. States registered or certified mail, postage and charges prepaid from addressed ; as follows: • To Developer To City of Atlantic Beach City Manager :. 716 Ocean Boulevard . Post Office Box.25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. • Signed, sealed and delivered in - presence of: . 11111) • ...Ail. , ,syi.._)Yf-4,_e},zy,ayc-- . . eve o!er Wit . •. . A . I :i df el.0-0 City of Atla ON Beach Witness t I l , • 9�� G pER►�1T NO.II ®F gV`�D1N �• �� EpART gEAGH. FLORIDA �' ���� �;'� D AT�NSIG 'TO BVILD , 21 , � CITY OF 8 , • L. pERM POSTED ON a t�37 2/0/ i\-‘5 PERMIT MUST 6E 19 i ? 1 5103 D J an Fee i5 to Gity 'rteasotet, and 4 above fee has been paid o c law. C�C(1J V licabk pt °`�sions u ntil ab° 04 app pl�bin subject ° tion cot v iolatio n S of vet This pe to tevoca 1.500-1.. 1.500-1.. subject that I t o c ertify /l • � This is • R g.l has pesm>ssioa to b • • Zp °e 4 .$ Co 'an V d Co SID [y- , It t ion T ,E � $ locBlock. Classiftca MS Owned by - • .• s FOR et mit CONCRETE B E IN Lot N° O 1ans w hich ate part o4 this p ANDCFOOALEF RE MUST O TFIS Kpuse t °aed p I VOID S X OF to app SYEC ISSUE p PERMIT RDA d debris AFTER. an AF material, rubbish be Qlaced , A wilding mat rk must not st b clea ._� Z from this s pace , a nib either con- in Public sp ed away ' aaa _b.aul net. J 4--'----V tracto ° . o iik c ial. ■ g Z CONTRp;C .R DA TE P FOR °O N` BER E N UM ■ USE PLUMB EL ECTRI CAL SEWER ii.l.w..w. WATER CITY OF ATLANTIC BEACH l/ APPLICATION FOR PLUMBING PERMIT JOB LOCATION toe /.3 teNi1/1e//s i /Jjm 6d2• S PLUMBING CONTRACTOR £I'1 /446 LICENSE NUMBERS ere055 OWNER �r��Y T-S BUILDING CONTRACTOR S� TYPE OF BUILDING 5, y1 /�,0v c g SINKS / SHOWERS S LAVATORY / WATER HEATERS 2 - - BATH TUBS / DISHWASHERS URINALS / DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS OTHER f (/� TOTAL FIXTURE COUNT (e(tol' INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900 - SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9. An alternative to this method tor single-family detached dwellings. and multifamily attached dwellings of three stories or less. is provided in Section 10. Multifamily attached dwellings greater than three stories must comply under Section 9 or 5. Additions to existing residential buildings must comply under Section 9 or 10. Additional information may be obtained from your local building department or the Department of Community Affairs. Energy Code Program. 2571 Executive Center Circle East, Tallahassee. Florida 32399. PROJECT NAME * S ' CL) �.5' �4�" BUILDER: T 0z-A miff 601.1 STRt ZVI,OP AND ADDRESS: LOT (� In >r i1 p Gfl�u Wll.1r PERMITTING CLIMATE 1 2 3 OFFICE:NT IA"�- tAG4r, ZONE: I 1 ''�� PERMIT 1 JURISDICTION f ' ' O OWNER: t • l iElf ‘ortz.prow 7: NO -: 1 NO.: Z (p NEW CONSTRUCTION ❑ IF MULTIFAMILY. NUMBER OF CONDITIONED - . S0 GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA _ FT CLEAR TINT.FILM,SOLAR SCREEN ADDITION 111 THIS SUBMITTAL: EAVE OVERHANG SINGLE- SQ. SINGLE SO. MULTIFAMILY ATTACHED ❑ -, CHECK IF THIS SUBMITTAL LENGTH --- . FT. PANE FT. PANE FT. REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE- ' SO. DOUBLE- SO. SINGLE - FAMILY DETACHED El CONDITION: El LFNGTH - 1 FT. PANE `T 7 ) FT PANE FT. NET WALL AREA AN_ D INSULATION MASONRY R = FRAME R = STEEL STUD _ R = LOG _ R = SD. 11 �. FT. I1 FT. I1 FT. CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED: WO 2 CO / N ' C J R = S0. I Q F 1 q Z \ OFT -S g� FTT I l IIIH I I9o F T DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM UNCONDITIONED CENTRAL F NONE ❑ ELECTRIC STRIP P HEAT PUMP •'• ELECTRIC I F SOLAR SPACE R = iii Room .J II NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY ❑. 1 El PACKAGE TERMINAL El ROOM UNIT OR NONE n OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL I. HEAT PUMP -'� SPACE l R = — — EF = . - SF /EF = 1 .. 1.1 SEER /EER = . COP /AFUE = a. 9 NUMBER OF BEDROOM = INFILTRATION p / b 0 PRACTICE USED q f S .5 0 - L. 1 I x 1 co = 9 e ❑ #1 ❑ #2 ❑ #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation Indicates and specifications covered b this calculate. are in compliance with the compliance with the Florida Energy Code. Before construction is completed. this Florida Energy Code. / / building will be inspected for .. .fiance in a • - .. • h : • an 553.908 F.S. OWNER /AGEN • z � • ,-1.. .e =''t4 ` ` '"� • Z � BUILDING OFFICIAL: v"� '' DATE: DATE: ' - .-- A ` 9A 1 PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0 5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. _ 4/ EXTERIOR 8 904.1 MAXIMUM OF 0.5 CFM PER SO. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE. 4 / ADJACENT DOORS WOOD PANEL. INSULATED. OR QLA$ QQO ONJ. EXT. JOINTS 8 904 1 TO BE CAULKED, GASKETED. WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS Y MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904 2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC), OR CUT -OFF / 1GA$LMUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED ✓ SWIMMING POOLS 904 3 SPAS 8 HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON - COMMERCIAL POOLS MUST / 8 SPAS HAVE A PUMP TIMER GAS SPA 8 POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. si HOT WATER 9044 \ . OP FECRC'LAT.\G5 ,,,__0',3 ^E.. PEOC.EPv .. \iTS ,S,,G'3ASES = ° :ATLOSS / PIPES l L_ cE :' - , \EAR FOOT OF o x ✓ SHOWER HEADS 904 5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO BO PSIG. ✓ HVAC DUCT i 903 2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS 8 LOCAL MECHANICAL CODES DUCTS IN ,CONSTRUCTION 904 6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4 2 & JOINTS MUSLBE SEALED___ 7 HVAC CONTROLS 1 904 7 I SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM 1 7 , , INSULATION 9049 I___.OS -.'\ •'? __1V:,.. _- _ ---'.' -' = - - . - -1- ^ ^ . EPI= 98.70% FLORIDA ENERGY CODE SECTION 9 NORTH ZONE 1,2,3 9O0-A- T.E. JAMES CONST. SUMMER CALCULATIONS L113 UNT1 OCEAN WALK AS BLT SMR. GLASS BASE SUMMER GLS DBL SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA CLR '(9B) SMR PTS N 201 38.3 7698 N Sc.' 38.3 0.94 3204 NE 57.7 0 NE 57.7 0 E 54 79.7 4304 E 17 79.7 0.80 1084 SE 20 79.1 1582 SE 20 79.1 0.82 1297 S 144 66.2 9533 S 40 66.2 0.77 2039 SW 20 79.1 1582 SW 20 79.1 0.82 1297 W 32 79.7 2550 W 20 79 0.95 1514 NW 57. 0 NW 57.7 0 H 66.2 0 H 0 267.0 1.00 O N 112 38.3 0.87 3732 E 37 79.7 1.00 2949 S 12 44.2 0.60 477 8 28 66.2 0.91 1687 S 27 66.2 0.86 1537 8 37 66.2 0.68 1666 W 12 79 .7 0. 698 0 0 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL .15 3068 471 0.98 27249 26624 23181 AS BLT COMP SUM PT BASE COMP. MULT. SUMMER DESC. ARE Ml. LT. SMR.PTS. DESC. A (9C-9G) POIN ,,,,,,, vs. ,,,,,,,,,,,,,,,,,,,, vas nu" ,,,,,, WALL WALLS EXT. 2262 0.90 20•6 0 ADJ. 336 0.70 235 EX12X4 1-'11 2262 1.7 3845 ADJ2X4 R11 336 0.7 23 0 DOORS DOORS EXT. 42 7.70 323 EXT WD 42 7.7 323 ADJ. 19 2.90 55 ADJ WD 19 2.9 55 0 CEILINGS CEILINGS UN.ATC, 1954 0.60 1172 UNDRATC R30 1901 0.6 1141 SGL.AS 0.60 0 SGLASMB R19 99 1. 178 KNEE R19 390 1.1 429 FLOOR FLOOR SLAB 210 - 37.00 - 777O PERIM. R-0 210 -41.2 -8652 RAISED 384 -3.99 -1532 RSD WD P11 384 -1.0 -384 0 1NF1 L. 3068 8.00 24544 # 2 3068 8.0 24544 . ..... ................ TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 45687 TOTAL 44896 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS '(9H) (9K) (9L) CLG PTS .46 45687 21014 44896 1.08 0.38 1.00 18425 HOT WTR NBR BASE BASE AS BLT NPR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 3 3803 11409 ELECT. .88 3 3803 1.00 11409 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 1 2 3 0 0H RATIO 0- 11 - 12- 11 - 18- 26 27- 35 36- 46 47- 57 -- 58- 70 - 71- 83 84 -1 18 1.19 -1.72 - 1.73 -2.73 2.74+ 1 N 1 0 94) 91 .8 83 79 76 72 69 .63 .56 .50 r 1 - O° 1 NE NW 1 0 94 91 .86 80 75 71 67 63 .55 48 42 O Ell 1.0 .95 .92 .86 ,.80 .13 68 63 57 .47 .39 .31 N � SESW 10 .93 .90 (8Z. 74 66 60 54 47 .39 .32 .27 1 S 1 0 (ID '.86j CJ7n 68') (60D 54 51 45 39 35 31 ■OH LENGTH* 0 tt. _ 1 tt. 1' ft. _ 211. 3 11. 314 ft. 41/2 ft. 51 tt. 61/2 f1. _ 9'h ft. 14 f1. 20 ft.+ • To select by Ovemang Length o can of glass snail be more I han 8 ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT T � ^ H TT, H Ar.- - 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT. INSULATION R -VALUE WOOD FR, WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0 - 6.9 2.4 6 INCH R -VALUE EXT ADJ , R -VALUE EXT ADJ EXT EXT EXT 7.10.9 , .6 R -VALUE EXT 0 - 6.9 5.5 2.2 0 - 2.9 2.2 1.1 1.7 2.2 1.7 11 - 18.9 .4 0 - 2.9 1.5 7 - 10.9 2.1 3 - 4.9 1.3 .8 1.0 8 .7 19 - 25.9 .2 3 - 6.9 1.0 11 .12.9 .7 /....) 5- 6.9 1.0 .7 .8 .5 4 26 & Up .1 7 &UP .8 13 - 18.9 i.3" . 7 - 10.9 .7 .5 .6 .3 2 R -VALUE BLOCK 8 INCH 19 . 25.9 .9 .4 11 . 18.9 .4 .4 .4 0 .1 0 - 2.9 1.0 R -VALUE EXT 26 & UD • .6 .2 19 - 25.9 .2 - .2 .2 3 - 6.9 .6 0 - 2.9 1.0 STEEL 26 & Up - 1 .1 .1 7 . 9.9 .4 3 - 6.9 .7 , R -VALUE EXT ADJ - - 10 & UD 2 7 & UD 6 0 - 6.9 7.6 2.8 7 - 10.9 3.5 1.3 11 - 12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS (SPM) 13 - 18.9 2.5 0.9 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 19 - 25.9 2.2 0.8 R -VALUE � R -VALUE SPM CEILING TYPE 26 & UP 1.2 0.4 , 19 - 21.9 k 1.1 10 - 10 9 2.9 R -VALUE DROPPED EXPOSED 22.25.9 .9 11.12.9 2.6 10.139 3.2 , 3.5 26. 29.9 .@ 13.18.9 2.4 14 -20.9 , 2.2 2.4 30. 37.9 .6 19. 25.9 , "1.8 - ) 21 &UP 1.5 1.6 38 & Up 5 26 & Up 1 - 2 r . 9D DOOR SUMMER POINT MULTIPLIERS (SPM) - DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS (SPM) SLAB -ON -GRADE J RAISED RAISED WOOD WOOD 7.7 2.9 EDGE INSUL6TIQN CONCRETE (See 903.2(e)) R- VALUE R -VALUE $PM R -VALUE INSULATED 8.5 3.1 0 - 2 • 0 - 2 9 _ - @ 0 - 6.9 Mil 3 - - 3. - 7.10.9 5.69 362 5.69 -13 ( 11.189 MM. 7 & Up ) - 357 7 &Up - 1 3 ii 19 &Up 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 9H DUCT MULTIPLIERS (DM) With Return i W/O Retum INFILTRATION PRACTICE ' SPM R -VALUE Air Du t Air Duct • (See Table 9P) - --- _ - -- -- - I - 0 42.49 1 1 14 1 10 PRACTICE • 1 j 1 5 6 6 ! 1 08 PRACTICE '2 j 8.0) 67 &Up 1 sit 106 PRACTICE • 3 DUCTS IN CONDITIONED SPACE 11a. 1 1 00 100 -3- " WINTER CALCULATIONS ^ AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS DBL. WOF GLASS ORNT. AREA WPM BASE PTS AREA CLR. '(9B) WTR. PTS . N 201 7.3 1467 N 89 7.3 1.09 708 NE 0 4.6 0 NE 0 4.6 0 E 54 -9.2 -497 E 17 -9.2 0.46 -72 SE 20 -22.7 -454 SE 20 22.7 0.82 -372 S 144 -28.4 -4090 S 40 -28.4 0.87 -988 SW 20 -22.7 -454 SW 20 -22.7 0.82 -372 W 32 -9.2 -294 W 20 -9.2 0.85 -156 NW 0 4.6 0 NW 0 4.6 0 H 0 -28.4 O H 0 -57.7 1.00 0 N 112 7.3 1.19 973 E 37 -9.2 1.00 -340 S 12 -28.4 0.67 -228 S 28 -28.4 0.96 -763 S 27 -28.4 0.94 -721 8 37 -28.4 0.78 -820 W 12 -9.2 0.28 -31 O 0 O 0 O 0 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL .15 3068 471 0.98 -4322 -4223 -3182 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C-9G) POINTS . ........ . .............................. . ............................. WALL WALLS EXT. 2262 2.2 4976 0 0 ADJ. 336 3.6 1210 EXT2X4 R11 2262 3.7 83 AD12X4 R11 336 3.6 1210 O 0 DOORS DOORS EXT. 42 15.4 647 EXT WD 42 15.4 647 ADJ. 19 13.3 253 ADJ WD 19 13.3 253 O 0 CEILING CEILINGS UN.ATC. 1954 1.2 2345 UNDRATC R30 1901 1.2 2281 SGL.AS 0 0 SGLASMB R19 99 2.0 198 KNEE R19 390 2.0 780 FLOOR FLOOR SLAB 210 8.9 1869 PERIM. R-0 210 18.8 3948 RAISED 384 1.0 369 RSD WD R11 384 2.2 845 0 INFIL. 3068 7.4 22703 # 2 3068 7.4 22703 ..... .......... TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL �0149 TOTAL 38052 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS '(9H) (91) (9J) HTG. PTS. .59 30149 17788 38052 1.08 0.48 1.00 19726 TOTAL BASE BASE BASE TOTAL AS-BLT AS BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 21016 17788 11409 50213 18425 19726 11409 49560 PREPARED BY ENERGY DESIGN SYSTEMS 287-5339 a. WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 1 2 3 ( OH RATIO ( 0- 11 1 12- 17 T 18- 26 T 27- 35 ] 36- 46 1 47- 57 1 58- 70 ] 71- 83 ( 84 -1 18 r 1 19-1 72 ] 1 73 -2.73 1 2.74+ 1 SINGLE PANE GLASS N 1.0 105 108 1.12 1.16 1.20 1.24 127 131 _ 1.38 1.45 1.51 NENW 1.0 1 09 1.13 1.20 126 1.33 1.39 145 150 _ 1.63 1.74 1.84 EiW 1 0 _ 67 .50 .16 - 20 - 60 - 95 -1.32 -1 73 - 2.51 -3.31 __ -4.05 , CM 1 SEISW 1.0 92 88 .77 66 .52 .39 25 10 21 -.48 -.74 S _ 10 95 92 .84 _ 74 _ 60 46 29 13 - 24 -.54 -.67 w t DOJBLE PANE GLASS cn l 1 N 1.0 1.* 1.13 1.1 1.25 1.31 1.37 1.42 _ 1.48 1.58 1.69 1.79 • NEiNW 1.0 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 , 2.09 2.28 2.46 � E/W J.) ,' 8b .77 .62 (AD 28) 12 , - 05 _ -.24 -.59 -.96 -1.29 1 SE/SW 1.0 .93 .90 (,8 .72 .61 .51 .40 .28 .03 -.19 -.40 S 1.0 C-!) t (�J 87 (7� In .55 41 27 - 04 -.29 -.40 •0H LENGTH *. 0 ft. 1 tt. 11/2 ft. . 2 ft. 3 ft. 31/2 ft. 4 ft 514 ft. ' 614 ft. 91 ft. 14 ft. 20 ft.+ *To select by Overhang Length. no pan of glass snail be more than 8' ft. below the overhang. OVERHANG RATIO = OH LENGTH OH HEIGHT 7 if _ H TAT H 1 9C WALL WINTER POINT MULTIPLIERS (WPM) FRAME CONCRETE BLOCK FACE BRICK LOG _ INTERIOR EXT. INSULATION , R -VALUE W000 FR. WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0 - 6 9 12.6 6 INCH R -VALUE EXT ADJ R -VALUE EXT ADJ EXT EXT _ EXT 7 - 10.9 4.2 R -VALUE , EXT 0. 6.9 11.1 10.4 0. 2.9 11.2 6.8 8.8 11.2 8.8 11 -189 - 3.5 0 -2.9 4.5 7 • 10.9 4 / 3 • 4.9 7.3 , 5.1 , 6.1 5.6 4.9 19 - 25 9 2.2 3 - 6 9 2.8 11.12.9 3.7 ` 5 6.9 5.7 4.2 4.8 4.3 3.9 26 & VD 1.4 7 & Up 2.1 13 • 18.9 3.3 , 7 . 10.9 4.6 3.5 4 0 , , 3,3 3.1 R -VALUE BLACK 8 INCH 1 19 - 25.9 , 2.2 2.2 11 • 18.9 3.0 2.6 2.8 2.2 2 2 0 - 2.9 7.9 R -VALUE EXT 26 &UP . 1.5 1.5 19.25.9 1.9 1.7 18 3 -6.9 5.7 0.2.9 3.0 STEEL 26 & Up 13 12 1 13 7 -9.9 38 3 -6.9 2.2 R-VALUE i EXT ADJ 1 10 8 UD 3 0 7 8 Up 1.7 0 - 6.9 15.1 13.1 7 • 10.9 7 3 6.6 9E CEILING WINTER POINT MULTIPLIERS (WPM) 11 - 12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13 - 18.9 5.2 4.9 R -VALUE WPM R -VALUE WPM CEILING TYPE 19 - 25.9 4.6 4 4 19 - 21.9 q..0 10 -10.9 3.2 R -VALUE DROPPED EXPOSED 26 & UD 27 2.6 22.25.9 1.7 11.12.9 2.9 10.13.9 29 3.3 26.299 1.4 13.189 26 1 14.209 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS (WPM) 3 - 37 9 19 • 25 9 c i , 21 & Up 1 3 1 3 _ 38 &Up 26 & UD DOOR TYPE EXTERIOR ADJACENT • 9F FLOOR WINTER POINT MULTIPLIERS (WPM) WOOD t' SLAB -ON -GRADE I I RAISED 1 RAISED WOOD EDGE INSULATION 11 CONCRETE 1 (See 903.2(e)) INSULATED 16 8 14 5 R- VALUE - - WP R -VABE ■ WPM 1 R•VALUB WPM - 0.29 4 ' 0.29 1 99 I 0. 69 83 3 49 -1 , 3.49 5.1 7 -109 _3, 5.69 ( 7Q Q. ,_;5_69 36 11 • 189 i ( 2 7 & Up 70 7 &Up 29 1 19 &Up i 14 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H DUCT MULTIPLIERS (DM) 1 With Return I W Retum INFILTRATION PRACTICE R•VALUE WPM Air Duct Air Duct (See Table 9P) _ - 42.49 i I 110 1 PRACTICE ' 1 10 9 5 0- 6 6 1 1 08 PRACTICE ' 2 _ 6 7 & Up rk i 1 66 PRACTICE ' 3 DUCTS IN CONDITIONED SPACE 1 1 00 , 100 91 HEATING SYSTEM MULTIPLIERS (HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE • HEATING SYSTEM MULTIPLIERS Heat Pump , COP I 2.5 -2.69 2.7 -2.89 2.9 -3.09 3.1.3.29 3.3 -3.49 i 3.5.3.69 3.7 -Up HSM 56 52 48 45 42 I .40 • .38 Electric Strip HSM 1 0 Gas & Other Fuels HSM 1.0 (See Table 9,1 for Credit Multipliers) PTHP & Room Units HSM HSM for COP 2.2 - 2.49 = 63. See above for COP ,> 2.49. Minimums: Central Units 2.7 COP PTHP & Room Units 2.2 COP COP means Coefficient of Performance 9J HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYP HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM 98 Multizone HCM 90 Natural Gas AFUE .60 - .64 .65 - .69 _ 70 - 74 I .75 - 79 , 80 - 84 r 85 - .89 1 .90 - U0 , HCM .54 .50 .46 43 40 L .38 .36 , Other Fuels 1 HCM .84 .77 .72 .67 63 1 .59 .56 Where more than one credits claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency 9K COOLING SYSTEM MULTIPLIERS (CSM) C h IV SYSTEM TYPE _ COOL NG SYST MULTIPJ.IERS _ SEER 7.8- 8.0- 8.5- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0 - Central Units 7.9 8.4 8.9 9.4 9 9 10.4 _ 10.9 . 11.4 11.9 , & Up CSM .44 .43 .40 38 36 34 • 32 .31 _ 30 .28 PTAC & Room Unit CSM CSM for EER 7.5 - 7.7 = .46. For EER's>7.7 use multipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU /H 7.5 EER, and over 13,000 BTU /H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) Ceiling Fans 86 Multizone 90 Cross Ventilation or Whole House Fan (Credit for only onel .95 Attic Radiant Barrier -95 Where more than one credit is claimed, multiply CCM's together. Enter product on page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE _HOT WATER MULTIPLIER Electric EF .80 -.81 .82 -.83 .84 -.85 86-.87 ' 1 1 x,90 .91 -.93 .94 -.96 .97 & UP Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF 48 - .49 50 - 51 .52 - 53 54 - 55 $ 6 -'.57 58 - 59 60 - .61 62 & UD HWM 2259 2169 2085 2008 1936 , 1870 , 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYPg HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF 1 2 .3 4 - 5 6 7 8 .9 1.0 HWCM .9 8 .7 6 1 .5 4 .3 .2 1 .0 With Air - conditioner Heat PumD Heat Recovery Unit* HWCM 2 8 Dedicated Heat Pump EF 2.0 - 2,49 6l} 2.5 - 2 3.0 - 3.49 3.5 3 UD HWCM .44 1 .35 29 25 ,A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. Form 9000 - 96 must be submitted to obtain cred t'or Heat Recovery Unt 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 903.2(1)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE I CHK PRACTICE '1 . COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A 1 �/ E9 PRACTICE '2 _ COMPLY WITH PRACTIC'1 kW THE FQLL WINS Exterior Walls and Floors Top plate penetrations SQ lid Infiltration barrier instafItLaole oigettIQQr 1Qint. ca 11(-. . . - .1- .. _ Exterior Walls & Ceilings , Penetrabons,1Qrnt$ and cra, s on interior surface caulked. sealed Qr Qaskeied I AM Nov • rk 1 • .rk in n •n.i r. :o pie must be seatQ9 AIM Fireplaces I Eau'ooed with Qulside_cQraoustion air, doors, and f)y4_damoers MIWAIMI Exhaust Fans ; E4ulDDe with dampe C_omtZu_ Q ev+ces s4'e 94.3_21.0 Combustion Heating _;Tcustonscare & S'rVer'S :':',. deo ,xtt :::ercuston a'a.cec1 d - . acc'arces I PRACTICE '3 COMPLY WITH PRACTICE$ '1 AND '2 AND THE FQLL�WtNQ._ S Infiltration barrier installed. , Interior Walls Too DIaL penetrdUDns sea led dr lQints & crackLon m!enQr walis_Gay_Ikgd Baled or gapcgiv AM Recessed Lights Eeale4 from conditioned space $ insulated from ventilated _attic spaoeg. _ I Ductwork AU ductwork located in conditioned space. Combustion Appliances Be n unconditioned space (except direct ventl. draw air from unconditioned space. exhaust bv- products to outside Stoves see 903 2( f1 -6- ENERGY DATA slim' NAME 7 E, 'JAw,e, Oon5trwc.t On • DATE I JOB ADDRESS L „t 1 ? Lt : 1 I 0 L P fir, . ► k EPI 1. Type Insulation in Walls z 41 t ) o,O $ r P I ► 2. Type Insulation in Ceilings a2 }}S I y , t o. R I A o i 3. Type Insulation for Wood Floors p, ,, s R ► ► • 4. Concrete Slab Edge Insulation A )� R p • 5. Insulation Around Ducts iQ S In Condit. Space • 6. Type Heating System N P pop 5 7. Type Cooling System �J a - P w `, ! R q n • t 8. Type Hot Water Heater E 1 e ct r ; r . gF , t 9. Type Glass in Windows and Doors: DC ✓ DT SC ST 10. Type Exterior Doors i , fi 11. Are the dimensions of all windows and doors shown? Lifc If not, this is required either on floor plan, elevations or in a sce. • 12. Size of If Overhang? 1 a. . ' 13. Ceiling Fans in All Bedrooms and Primary Living Areas? ►'\) 14. Is a nulti -zone A/C System to be used? moo. 15. Cross Ventilation in Main Bedrooms and Primary Living Areas? 117 16. Is the building oriented on plot plan with compass direction? , If not, draw in on plot plan. 0 • 17. Is there a whole house fan (attic -type fan with a CFM Rating of 3x Condition Area? /U 18. Infiltration Package #1 #2 #3 19. Attic Radiant Barrier? � (See 9E) I certify that the above is the correct data used to calculate the EPI on the energy form submitted, and will be incorporated 'in the subject job. Signed � G ,7 .rl g' 04f-' " cke sc-FrCrcr/oz cam. 7:011( DEPARTMENT OF BUILDING 9 JJ r CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. +} (} PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 76.00 TL 7tf0OCKT( Date January 20 19 88 9311 IA 3/14/8R 78.00 3436 .f0CACt , Valuation $ Fee $ 9311 11 3/ 14/RR 1 aon This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Air Engineers, Inc. RA0015188 has permission to XXiX install heat /air Classification New Resi dent i al Zone RS-1 Owned by T.E.James Construction Company Lot 13 Blockllnit I S/D Oceanwalk House No. 158 Oceanwalk DrivveSouth According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 1 - - --0. 4 ■ O 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 con - trac r rowner. ii Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER (;S;t) BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH 6(3 ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. ��D LOCATION S treet Address: ( -5.4 OF Intersecting Streets: Between _I /j. 41,./ ; BUILDING y / 1,1: A� And /,i • Sub - division i0/ / /eediaf- II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which area part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) /.p / /f/f'er"5— �^�C Master 49"gen1ZX{/_` /Yre Name of L O Property Owner / • r a ?1' /41/./.46711 / �l =V / / J Signature of Owner Signature of 7 or Authorised Agent Architect or Engineer III. GENERAL INFORMATION A. Type of Muting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON c THIS BUILDING OR SITE? u /.) ❑ Gas — ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUIO ❑ Oil PERMIT ((�� ❑ Other — Specify Iv. MECHANICAL EQUIPMENT TO BE INSTALLED [ NATURE OF WORK (Provide plate list of components on back of this form) f�Resid CI or Commercial Heat ❑ Space ❑ Recessed $ Cel 0 Row 2 Building it'roning: ❑ Room eMrel ❑ Existing Building ❑ Replacement system Oust System: Material /i 4 T 6/ll Thickness,/ / p lacement of existing y Maximum capacity // Y-) c.f.m. -2 1err installation (No system previously instatied) ❑ Refrigeration ❑ Extension or add -on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ' ❑ Fin sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Received) ❑ Tenks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Q Boilers Permit Approved by Date b Other — Specify Permit Fee LIST ALL EQUIPMENT 9 zip.' /6 AIR CONDITIONING AND REFRIGERATION EQUIPMENT f = A WL" ( Number Unit. Description Model Number Manufacturer ( ) t // ■ 4 ADDRESS____44 CONTRACTOR__-j' ed2'Adaft• OWNER BUILDING 9'135 MECHANICAL 9Y3(c PLUMBING 96432 ELECTRICAL?6 TEMP POLE__6.04t ELECTRICIAN ' 4 7 __.41.nheirjekg-Ce c..ttcke_ DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING SLAB r 6)411a 1 -424d- 708 FRAMING y,tss MECHANICAL/FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC 421--(472-/S1-- SOP' FINAL ELECTRIC FINAL BUILDING _107/.027 ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY 111i)18 DATE ORDERED 0 DATE ISSUED t yad-DAta tol(1 (oixT IS4) • INFORMATION MAhiAGMENNT SE �1► in : 7, orni, 4 � r0 m � 03 n v 0 Z v m O 0 -� v r K m m v v Z v 0 v n m m N --4 N -+ n O -4 m O c0 0 m Z D n+ XI m 0 -I 0 r ( 0 m -3 0 r r xCO C1 n to 0 0 M On til lg. 4 x CD x m 0 0 r H -4 0 0 ■ r o t - ► . „ z 1.+ to (1)0 �, rCi . t a n InZII' N x Om� • � \ W Z,o. a.. , \ rn V -4 0 0 3 03 T — i Z m 0 ' n lill n m v v O -o 0 v C In m 0 v v O D c n < =i 0 0 O - # M T -< O v * v Z (' 0 u) ° m RI sr T III. I i it t0 rP .,8 .._., Cr) Z tc Ca t-4 1 C to 13 Z£ *- 1' 0 r D m Z H r 4 Ali CITY OF "&etaft &eae%- 36vrida j Co 4 ° Office of Building Official l'k i REQUEST FOR INSPECTION �� 0 Permit No. Date A.M. District No. Time P.M. _ l ' Received ' k. .1 Y . 4 _ / �`- �� � �QL��YC co t Locality Job Address /�/ p Owner's Contractor M � Name BUILDING CONCRETE ELECTRICAL PLUMBING r MECHANICAL ❑ Air. Cond. I ❑ Rough Wiring ❑ Rough Air Con Framing ❑ Footing V Top Out ❑ ❑ Slab ❑ Temp Pole Re Roofing ❑ Final Sewer C Fire Place D Lintel 09 � ;t U S Pre Fab READY FOR INSPEMIN A.M. Wed. Thurs. A r � Friday _--- P.M. Mon. Tues. M P.M. Inspection Made O ma 3 � � /r, �A I Final Inspection El Inspector i__.t �• Certificate of Occir 1 I Date CITY Of: Office of Building Official REQUEST FOR INSPECTION Date � Time Received A M Time No. ' P.M. Dlstr • do' Address 0 .+ 1 Name 1�� Locali Owner's 6 BUILDING Contractor 1 t C NCRETE ELECTRICAL Rough Wiring ❑ Rough Framing Roofing ❑ PLUMBING Slab ❑ MECHANICAL Lintel ❑ Temp Pole ❑ Top Out ❑ Air. Cond. & ❑ Re ❑ Heating READY FOR INSPECT • N Fire Place ❑ Mon. Tues. Pre Fab Wed. Inspection Made of /— Friday A.M. Inspector ' � !.. P. M. `` Final Inspection /� Certificate of Occupancy D ate / Z ,\ . , :' TP t tt�tt� it 4 ., �ttlitttnt, CITY OF rrt '` Erpartmrnt of + tit ing Jns 14 p tiro '.•� is„ This Certificate issued pursuant to the requirements of Section 109 of l { Building Code certifying f the Southern Standard time of issuance this structure was in compliance with the carious ordinances regulating that at the � "� building construction or use. For the following. gulating Use Classification ' � A Residential Group Bldg. Permit No. 9 435 Type ConstructionFrame Atlantic an t i e Bead ��'.�' OwnerofBuilding Pre District ., T.E. James Const 0 , L , g 158 �ceanwalk Dr h ddress__ 70 Hartley Road 322 Building Address_ Sb , ality_ OceanWal __ Rene .Anzrers B _ By: �/ 1/4s u ilding s Official 71(1-1U),, y " " \ rOai IN A CONErIOOOU• LACE ./� BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: T.E.James Construction Company Building Permit Number: 9435 Address: 158 Oceanwalk Drive South Legal Description: Lot 13 Unit I Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Single Family Lowest Floor Elevation: 9.75' T1 =__ required as built / Sales Tax Certificate: date submitted * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief Public Works /a - / dd Planning Director `C7` - /&' .�,>L� 1 Building Inspector PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: /5i 5 OCccznuxe /k Dr k RI-1k Property Owner: Phone # l ( L Contractor: 1 Phone # Permit #: Date Issued: 5 - Ltr S !.> t °C _5 Building Inspections: Footing CA 13/0 q -4'65 Slab Ci/ I I / a3 r0-3 -03 Tie Beam Lintel Nailing / Sheathing jo Framing / Cover Up ,a -o Insulation 12,0?,o3 Final Building (f Tree Permit # YES NO Electrical Permit # Date / Copy to JEA Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to .JEA Mechanical Permit # 03 2 S35 Inspections: Rough 1a tis c Final (40/ ) ZS L4 Gas -+vp, i1 -14 -o3 Plumbing Permit # Inspections: Rough / Underslab Topout f ? .S • 03 Water / Sewer Final b ( / &1.2 Drainage Inspection: Pool Permit # Inspections: Steel Final Grounding Final Roofing Permit # Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: I Date Paid: 1 4 _ w CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT 1 Addre //' 7 ,44e---ri Owner ../,WAP40-,C!'1,74(1'/ ss0726: - a o \ zip„5 phonef,P1.-- Architect Address zip phone Contractor 7-7.A...s a os- Address ... - zip 3ZZ ' T' phoneZ4e,-4=Ise- Contractor's License number expiration Lot___/3__Block or Section ....,,r SubdivisionliiWge Zoning StreetfillibetweenrceAg4/44K 6.11_andliderot..6/44 6/ side .,.- Type Construction Ze: No. Unite, z No. Fireplaces .,„, Purpose of Building, cla›,v5rm4c.r/4.^./ Est.Valuation $ Utility Method - Water Sewer Dimensions - Building Lot Size Footings Sz.Piers Sz.Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating Solid or Filled Ground Roof Flood Zone If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner_ 4. — 41---- Date/ M lfge --L ,,-- IO Signature Contractor Date C 7 4 page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : ____2" -, — Flood Zone: 1 r� Required Lowest Floor Elevation: 9 l` If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No.25 -7 -11 and all other laws or ordinances effecting the proposed development. Date 1 47j&q, Applicant's Signature „- Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative page 3 27937 METRO GRAPHICS-JACKSONVILLE, FL CITY OF ATLANTIC BEACH No. 0305 FLORIDA January 20 19 88 NAME T.E James Construction Company ADDRESS. 2970 Hart :ley Road STE 200 CITY Jacksonville, Florida 32217 1425.00 TL I /425.0[ICKT( Water Impact Fee #43- 343 -3700 47 )0 $ /13[. Sewer Impact Fee #43- 343 -5200 RAID, : 3[$i1,035.00.nnuci: Water Meter #43- 343 -3300 47 )0 $8'5T 00? /[l I /8!' FEB 011988 I,nC1 $1,425.00 Lot 13 Unit I Oceanwalk 158 Oceanwalk Drive South THIS RECEIPT SERVES AS A WORK ORDER. TAKE RECEIPT TO PUBLIC WORKS DEPT. TO SCHEDULE WORK. 1200 SANDPIPER LANE. When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 -5746 Re: 7470 Telephone 314/434 -1200 Durham Bldg Mat; Gyarmathy Residence Fax 314/434 - 5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: I5135615 thru I5135625 My license renewal date for the state of Florida is February 28, 2005. oil w olf •‘ S. RED�, ;. 4•. G AG �'•. 1. .4- No. 49682 • • * * 1 1 . . STATE OF 4~ a il► •• •• ` - t. -':� `� LE %.• July 8,2003 ' •wa 1 81111 l > T�al on these drawings indicate acceptance of professional engineering responsibility solely for the - • ss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI /TPI -1995 Sec. 2.