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Permit 1857 Forsyth Ct PERMIT WORKSHEET certificate of Occupancy [ 2 Job Address: X85-7 Type Work: Property Owner: 1 Phone # �EP.c-fit E s 1-1 At3»T Z41- t 2 Z Z Contractor: Phone # Permit#: (D3 - Z-7 c4Z8'- Date Issued: I - Z^l-oq, Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing 3-,4s. Framing / Cover Up Insulation 5,,q-o14 Final Building J Tree Permit# YES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to 6 1,4" o2�a- Cf JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole .S p Released to JEA Final ? Released to JEA Mechanical Permit# p� _ Inspections: Rough Final Plumbing Permit# 0 - Z &+-ZS Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding HE Final Roofing Permit# _ Inspections: Nailing /Sheathing Final —� Fire Inspection: Failt-od,irtspections: Date Paid: Date Paid: r( _,i j N GJOT GJ01 UO2 L _ EJ01 ,. EJOi EJ01 EdOl a QD o ,o' o 0 0 0 0 0 0 0 0 0 0 0 o c EJ01 EJ01 EJ01 EJOI N \ EJO1 ... ..... EJO1 EJ01 EJO1 EJOI EJOi EJ01 _ EJO1 EJ01 EJ01 CJ62 GJO1 0 GJO1 - 7-0-0 E 10-4-0 2G-0-0 � r I J c�I Ci) O �� -D --D GJO1 I �GJ01 EJ01 - EJ01_ EJ01 NOTE5: EJ01 f I.)REFER TO HIB 91(REGOMMEt�AiIONS FOR HANDLING INSTALLATION AND TEMPORARY 02ALIN6.) REFER TO ENGINEERED DRAWING5 FOR PERMANENT E J O 1 BRACING REQUIRED. 2.)ALL TRU55E5(INCLUDING TRUSSES UNDER VALLEY FRAM(NG)MU5T BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR EJO1 ALTERNATE BRACING REQUIREMENT5. 3)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. EJ01 4.)ALL TRU55E5 ARE DE516NE0 FOR 2' O ac MAXIMUM 5PACIN6.UNLE55 OTHERWISE NOTED EJ01 5.)ALL WALL5 SHOWN ON PLACEMENT PLAN AVE CON51DEREP TO BE LOAD C`J BEARING,UNLE55 OTHERWI5E NOTED d 6)5Y42 TI UNUP INSTALLED WITHTHETOP BE E J O 1 7.)ALL ROOF TRU55 HANGERS 10 BE 5IMP50N HU526 UNLE55 OTHEKW15E NOTED. ALL FLOOR TRU55 HANGERS TO BE 51MP50N EJ01 THA422 UNLE55 OTHERWI5E NOTED 8.)BEAM/HEADER/LINTEL(HDR)TO BE FURN15HFO BY BUILDER. EJO1 5HOP DRAWING APPROVAL -- C - - - THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF E J 01 TRU55E5 AND V0105 ALL PREVIOUS ARCHITECTURAL OR OTHER TRU55 LAYOUTS. REVIEW AND APPROVAL OF TH15 LAYOUT MUST - BE RECEIVED BEFORE ANY TRU55E5 WILL 51 BUILT.VERIFY ALL E J01 CONDIT10%TO iWAE MAIN5T LH"E5 TNAT WILL REST IN EXTRA CHARGE5 TO YOU. E J O 1 ¢ej d odwy P.. ..... EJ01._. Apr rored Or Uatr. EJ01 RBuilders �FrstSource EJO1 0unnell PHONE:904-437-3349 FAX 904-437-3694 GJ02 JackSonvilie PHONE 904-772-6100 PAX-.904-772-1973 -- Lake City GJ01 Q) PHONE.904-755-6894 FAX 904-755-7973 Sanford G 101 lS1 PHONE:407-322-0059 FAX 407.322-5555 V I L E V - o -O O I - BEACHES HABITAT LEGAL ADVEE55: FRANCIS COVE DUPLEX 7-0-0 N ¢EYISION HABITAT FOR HUMA Nlq Y NTZ nAfr[: PfAIN ly. ast 10.4-0 09/OG/03 I LGP J55G57 L 0 T 6 � I ��\RSC Zo 47.17 120.0' ' FFE=13.40 • 11.53 ir �� N �� LC o �, PROPOSED FORs� � � RESIDENCE o COURT 00LoM oM 47.17 O N89'26'08"E 96.17' � +.. O I O �P�P JG�� \ \ PUBLIC DRAINAGE 4: EASEMENT CO. �6b. L 0 T 4 � y � o I � L � � 1 1 NOTES: THIS IS A MAP ONLY. BOUNDARY DATA AS PER PLAT. SCALE: 1" 30BOATWRIGHT LAND SURVEYORS, INC. DATE: DECEMBER 15, 2003 DRAWN 8Y: MCC 1500 ROBERTS DRIVE 1 • 2003-1407-5 SHEET OF FILE �. JACKSONVILLE BEACH, FLORIDA 241-8550 r a vpe 04 �5 ��7 CJ01 j t00 1 RUSSc i (o tional) eTe--�idustries, fnc_-hesterfi�eld., MZ5 63 Mr�1 X108— n wit es Wit.1 2001 ek IndustrE, Inc. lue �;ep G-90-9=2-5-2- age 1 1-4-0 3-0-0 1-4-0 3-0.0 Sple = .5 4.00 12 N CCC B 2x4 = A D 3.0-0 030 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.03 A-B >558 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=53/Mechanical, B=222/0-3-8, D=42/Mechanical Max Horz B=132(load case 2) Max UpliftC=-144(load case 5), B=-281(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-33 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120,mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift �1ftlu1tlilttr at joint C and 281 Ib uplift at joint B. lNol� >�t lgr1plz� 'CE A. zzi��f LOAD CASE(S) Standard ti~ i Ire,r f 5 A`)r r t33 q w ,�`fJrjjf � September 9,2003 r I TO h"- r r unsruss Tyre ty —� J5.5957 CJ02 ROOF TRUSS 8 1 A604952 (optional) MiTek Industries, Inc., h�esterfield, 3 17, M' . Indu 1b�d�ut 17 2 01 Mi I ek industries, Inc. ue ep-' 9 09=32.-2-5-20M aP ge 1 -1-4-0 5-0-0 1-4.0 5-0-0 Scale 4.00 12 7 000 B A 2x4 = D cco 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.13 A-B >140 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=116/Mechanical, B=297/0-3-8, D=72/Mechanical Max Horz 13=200(load case 3) Max UpliftC=-259(load case 5), B=-313(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=30 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift Ott###ttr#�tl�llttutz/ttt at joint C and 313 Ib uplift at joint B. LOAD CASE(S) Standard = S ATI OF y tti ti tt�Yt1P:#zBJi5l41$#il�4t�t``�� September 9,2003 ype 4t7 y I X01 ROOF TRUSS �36 1 L 1 (o tional) MiT.k Industries, In.c., hesterfield, VulO�� /1r{ Windus�Ci&22 dFl ul 17 1 i ek Industries, nc. Tulp 09 09: age 1 -1-4-0 7-0-0 1-4-0 7-0-0 Scale =C1; 4.00 12 CM B D 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.11 B-D >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.40 A-B >46 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min l/defI = 240 Weight: 241b LUMBER BRACING '. t TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=174/Mechanical, B=377/0-3-8, D=102/Mechanical Max Horz B=271(load case 3) Max UpliftC=-371(load case 5), B=-358(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=45 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) at joint C mechanical and 358 connection ft alt joint Provide others) of truss to bearing plate capable of withstanding 371 Ib uplift �xOYN,�,� LOAD CASE(S) Standard `` + � � � '� 40 1p k S A't'e September 9,2003 yob I-Uss i-us, !YP3 A604954 ROOF TRUSS (optional) Mitek Industries, Inc., Chesterfield,--M-0-63U-1-7-4.-201 S R-1—s gov 16 20000 MiTek Industries, Inc. Tueep O�9 1 5:27:22 206 aje 1 -1-10-10 6-0-0 9-10-13 1-10-10 6-0-0 3-10-13 Scale = 1:20.1 4 2.83 12 3x4 = 3 Lr 2 0 7 6 5 2x5 - 1x4 11 Simpson SUR/L24 3x4 - 6-0-0 9-10-13 6-0-0 3-10-13 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.06 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.07 1-2 >379 BCLL 10.0 Rep Stress Incr NO WB 0.32 Horz(TL) -0.02 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 401b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=189/Mechanical, 2=470/0-4-15, 5=470/Mechanical Max Horz 2=341(load case 2) Max Uplift4=-383(load case 5), 2=-543(load case 2), 5=-337(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=22, 2-3=-1020, 3-4=32 BOT CHORD 2-7=972, 6-7=972, 5-13=0 WEBS 3-7=240, 3-6=-10147 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ,,,ctt;ltstui�Iir+++++rr+j to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 t't� gJjr. 2) Refer to girder(s) for truss to truss connections. �.,`�` ,iof� A. p �z�ziz 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 Ib uplift ' IF 91 at joint 4, 543 Ib uplift at joint 2 and 337 Ib uplift at joint 5. LOAD CASE(S) Standard *# 7 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 5 A`t"OF Vert: 1-2=-54.0 w W Trapezoidal Loads (plf) Vert: 2=-2.8-to-4=133.6, 2=0.0-to-5=-74.2 „P' T r� ED rtrrrrl:xxttlss;rty`t�`t��tit September 9,2003 `u �7%-s muss ype - - --721 iv A604955 H 101 P, ROOF TRUSS (o tional) ek Industries, Inc., hesterfield, X 017, I�/1 O�nd bs;, .17 001 MiTek ndustries, Inc. Tue S6p60 69:32::28 2003 Page 1 -1-10-10 4.2-0 7-2.9 9-10-13 1-10-10 4-2-0 3-0-9 2-8-4 Scale = 1:19.9 E 3x4 2.83(T£ D 2x4 = C Ln B EHII 0 G F 3x4 = 4 — 3x4 7-2-9 9-10-13 729 284 Plate Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.03 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.11 A-B >222 BCLL 10.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/defl = 240 Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) E=122/Mechanical, B=264/0-4-15, F=-13/Mechanical, H=757/0-4-15 Max Horz B=347(load case 2) Max UpliftE=-251(load case 5), B=-355(load case 4), F=-13(load case 1) H=-732(load case 2) Max Grav E=122(load case 1), B=264(load case 1), F=59(load case 4), H=757(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-226, C-D=132, D-E=20 BOT CHORD B-H=211, G-H=-93, F-G=0 WEBS C-H=-316, D-H=-430, D-13=115 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an l,t�11111Y1�fI+tlI71J/f�y�j�/ occupancy category ll, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 \�� tyCF A, A��?�'�i If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed r to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 - IT 7> T 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 Ib uplift � at joint E, 355 Ib uplift at joint B, 13 Ib uplift at joint F and 732 Ib uplift at joint H. A "t LOAD CASE(S) Standard w 4 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) � C + Vert: A-B=-54.0 %, l�S' � Trapezoidal �52 81ftED 6o -E=-133.6, 6=-0.0 to-F=-74.2 i.It11144i `l September 9,2003 '�.v ��--|T��---------rrT��r��-- --�� -2� �,, ------�-- � �s C"Duue� JS5357 R00 -TRUSS 2 / � viRe, HL.��2244�NUT�� CO��T��z�eu' |no. Thu5ep 1l |o��u zouo pago � _ n-1044 'a /�a'�o 4-2'lO x'l'z a'�o-��> 1:85.5 4ozx4 o 0[�� ux8 - sx8 - - 2x4 U 3x8 = 3x8 � 4x0 � 4x10 = 2x4 U - 2x4o e F G n | J K L 2,4 � � � � - « �w _ 6 4«0 = AA Z Y x vv v U T S n Q p °`= - 3x6 = axo = 4x6 3x6 4x10 = nxn U 4w7O = 2x4 x 2x4 U 2x4 U 4x6 = oxs = �-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.68 X-Y >552 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TL) 0.56 X-Y >671 BCLL 10.0 Rep Stress Incr NO WB 0.83 Horz(TL) -0.11 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 468 lb LuMasn enAc|mm TOP CHORD 2 X 4 Svp No.2o TOP CHORD Sheathed o, 5'2'11 no purlins. BOT CHORD 2 x 4 SvP No.21D BOT CHORD Rigid ceiling di,o't|v applied or 5'1'1 oo bracing. WEBS 2 x 4 SYP No.3 *Except* F-v2X4SYPNo2o' G'u2X4SvpNo.2o J'U2X4SYPNv2o nsxoToms <|u/cizo> o~22el/0-3'8' S~s8o7/n'a'8' P~2s3x}3'o' m 77/0-3'8 Max Ho,z o='12o(|vadcase 5) Max opufto~'2G03(|unucase z). S~-05oo<|oadcase 4>. p~'n12(|oeucase 5)' N~-2o7(ivad case 5) Max G,avo=22Ol(load case 6), S~sOO8(|oad case 6), P=2B1(load case 7)' m=79(|oad "avo 7) ponCes (|b) First Load :uoo Only TOP CHORD x o=22 a'C~ 5927 C'D='5887 D'E='88*8 E'F~'6848 F'G=-4888 G'H~-300 IN NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level S ATE OF /,Q�- using 5.0 psf top chord dead load and 5.0 psf bottom chd,ffl'L#q orv,.7a occupancy category 11, condition 11 partially enclosed buildin"61 u�','i�C ASCE 7'rbb',p--'r ,F d204.1` If end verticals or cantilevers exist, they are not exposed Old ED to wind. The lumber DOL increase is 1.60, and the plate g�'$,Jn6�'ea�sb is 1.tb �0 /111111 JIM 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearir,)'2 pl"bte September 11,2003 ~^,~^^ ~' `~`` '~ uplift ^^r^joint ~' `'2 '~ uplift -joint P -�� -0' 1�� ,-' -�_- ;� �/ 5> Girder oamosmpend whh7�-Oend xo�a««6) 2-ply truss to be connected together with 0. 3�,x3. m�|n ^�L�~�x� ^ ^ Top chords connected as follows: 2 X4 1 mw at 0-9-0 oo. _ Bottom chords connected as follows: 2 X 4 1 ,ow at *o'o no. Webs connected axfollows: 2x4 1 mw ,tO'9-0oo. Continued on page z �� . - s — �T. Tine r AoC"H6 TCA i Boo TRUSS 2 � F 5 ui_c J cT<s�r Ille, 2> y.a,ct-I Jilrl i`n -k Ir s( ie5lc irc IU as 1 `1 4-.6 5 2«U3 Page 2_ Loading has been calculated by the truss manufacturer. It is the responsibility of the building designer to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-L= 117.6, L-0=-54.0, B-Z=-30.0, Q-Z=-65.3, N-Q=-30.0 Concentrated Loads (Ib) Vert: Z=-539.0 Q=-539.0 J iSS i:sS - / A606367 I\ 7 � T02 RnOF I F�USS i�k�(�",lu.,�,��,�nrzct I / [�� un. �S, s`rS �urc �ayI<sonville, rL. � �� 01 �Vu l ei< Ina �r Tnu hep t L�0;+4: O� rage T 4 0 5 1 12 9-0 0 15-5-4 20-9-12 26-2-4 31-6-12 38-0-0 41-10-4 47-0-0 4P-4 0 1-4-0 5-1-12 3-10-4 6-5-4 5-4-8 5-4-8 5-4-8 6-5-4 3-10-4 5-1-12 1-4-0 Scale = 1:85.5 3x6 = 4.00 F1 L 5x8 = 2x4 II 3x6 = 4x6 = 2x4 II 5x8 = 3x6 D E F G H I J 3x6 C K u A M 4x6V U T= S R Q P O N 4x6 = O 2x4 II 3x6 = 4x6 = 3x6 = 6x8 = 3x6 = 2x4 II 6x8 = 4x6 = 5-1-12 + 9_001 15-5-4 + 23-6-0 31-6-12 38-0-0 41-10-4 47-0-0 5-1-12 3-10-4 6-5-4 8-0-12 8-0-12 6-5-4 3-10-4 5-1-12 [T:0-4-0,0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (ioc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 T >949 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.36 R-T >999 BCLL 10.0 Rep Stress Incr YES WB 0.77 Horz(TL) -0.08 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 227 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-P, J-P REACTIONS (Ib/size) B=1188/0-3-8, P=2553/0-3-8, N=189/0-3-8, L=158/0-3-8 Max Horz B=-144(load case 5) Max UpliftB=-1315(load case 2), P=-2662(load case 2), N=-291(load case 5), L=-327(load case 5) Max Grav B=1188(load case 6), P=2553(load case 1), N=229(load case 7), L=166(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B=22, B-C=-2756, C-D=-2321, D-E=-2403, E-F=-2403, F-G=-963, G-H=-963, H-1=2102, I-J=2102, J-K=670, K-L=389, L-M=22 BOT CHORD B-V=2558, U-V=2558, T-U=2194, S-T=1614, R-S=1614, Q-R=96, P-Q=96, O-P=-591, N-0=-323, L-N=-323 WEBS C-V=124, C-U=-414, D-U=323, D-T=231, E-T=-323, F-T=906, F-R=-982, H-R=1308, H-P=-2524, I-P=-360, J-P=-1671, J-0=245, K-0=-305, K-N=-30 ��tt�tunutuulrulgigi DACE A. �'''z NOTES ��`�\ j' %% 1) This truss has been checked for unbalanced loading conditions. IFjq� l� 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft aboveground level using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 = i 7 1 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 { 3) Provide adequate drainage to prevent water ponding. � S ATE OFOf 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1315 Ib uplli" ;`' G' R1� '�. at joint B, 2662 Ib uplift at joint P, 291 Ib uplift at joint N and 327,11a upllift at Joint L. $ i` .r '�,; 6 - f� moo` LOAD CASE(S) Standard September 11,2003 iob - — -Truss t runs ape �;��y -- — TRUSS A604958 G i�� f rtUSJ L (optional) Mire Industries, Inc., Chesterfield, M 17, M423 1nd lbs, 7 2001 ! i ek Industries, Inc. ue Sep a9 ��' age 1 -4-p 5-10-14 11-0-0 17-3-14 23-6-0 29-8-2 36-00 41-1-2 47-0-0 0 r—r 1-4-0 5-10-14 5-1-2 6-3-14 6-2-2 6-2-2 6-3-14 5-1-2 5-10.14 1-4-0 Scale = 1:85.8 8x14 M111 8H = 4x10 = 8x14 MII18H — 4.00 12 3x6 II 6x8 = 3x6 II 3x6 D E F G H I 3x6 s C J `n nA B K L rf do 4x10 = U T S R Q P O N M 4x10 = 2x4 II 4x6 = 5x6 = 2x4 II 4x10 = 4x6 = 2x4 II 4x10 = 5x6 = 5-10-14 11-0-0 17-3-14 23-6-0 29-8-2 36-0-0 41-1-2 L 47-0-0 5-10-14 5-1-2 6-3-14 6.2-2 6-2-2 6-3-14 5-1-2 5-10-14 Plate Offsets (X,Y): [D:0-6-8,01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 1.20 Q >467 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.97 Q >577 M111 8H 195/188 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.25 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 3071b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-6-14 oc purlins. D-G 2 X 8 SYP No.1 D, G-1 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-3-4 oc bracing. BOT CHORD 2 X 6 SYP No.1D WEBS 1 Row at midpt D-R, I-P WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-169(load case 5) Max UpliftB=-2176(load case 2), K=-2176(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=26, B-C=-5403, C-D=-4928, D-E=-6143, E-F=-6141, F-G=-6141, G-H=-6141, H-]=-6143, I-J=-4928, J-K=-5403, K-L=26 BOT CHORD B-U=5079, T-U=5079, S-T=4676, R-S=4676, Q-R=6594, P-Q=6594, O-P=4676, N-0=4676, M-N=5079, K-M=5079 WEBS C-U=84, C-T=-446, D-T=396, D-R=1679, E-R=-392, F-R=-520, F-Q=182, F-P=-520, H-P=-392, I-P=1679, I-N=396, J-N=-446, J-M=84 .��t°tti�4ttuxtrrt�iryetir NOTES \`,apt\ CE A /zj��iiy 1) This truss has been checked for unbalanced loading conditions.` Z pql 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level 4 , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 = 't If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 , �.. 3) Provide adequate drainage to prevent water ponding. + 4) All plates are M1120 plates unless otherwise indicated. ikf+ S ATE 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2176 Ib uplift �C �` �' OR t'4 at joint B and 2176 Ib uplift at joint K. 4j, �yo` LOAD CASE(S) Standard ��r��3tr�lltefl[Pt1lbfibtts�ti��. - September 9,2003 I russ T I puss ape �Jtv �� A604959 15 7 — ;04 ROOF TRUSS 1 G (optional) ek Industries, Inc., hester field, 3 1�, Ind 1 ¢t.17 2001 /Ti ek ndustries, nc. Tu ep 0 0 4 20 age T -1-4-p 6-10-14 13-0-0 F 20-0-9 26-11-7 34-0-0 40-1-2 47-0-0 4{3-4-0 1-4-0 6-10-14 6-1-2 7-0-9 6-10-13 7-0-9 6-1-2 6-10-14 1-4-0 Scale = 1:85.8 8x14 M1118H 3x8 = 8x14 M1118H 4.00 12 2x4 II 5x6 WB= = D E F G H 3x6 3x6 C I Ln r; � A B J K Lo rf � 400S R= Q P 0 N M L 4x10 = 2x4 II 4x6 = 5x6 = 2x4 II 4x10 = 2x4 II 4x10 = 5x10 M1120H = 6-10-14 13.0-0 20-0-9 26-11-7 34-0-0 40.1-2 47-0-0 6-10-14 6-1-2 7-0-9 6-10-13 7-0-9 6-1-2 6-10-14 Plate Offsets qe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 1.15 0-13 >488 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.68 Vert(TQ -0.94 O-P >596 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) -0.23 J n/a M1118H 195/188 BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 2681b LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2-7-11 oc purlins. BOT CHORD 2 X 6 SYP No.-ID BOT CHORD Rigid ceiling directly applied or 3-7-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-P, G-M REACTIONS (Ib/size) B=2044/0-3-8, J=2044/0-3-8 Max Horz B=-196(load case 5) Max UpliftB=-2161(load case 2), J=-2161(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-5362, C-D=-4603, D-E=-5261, E-F=-5261, F-G=-5261, G-H=-4348, H-I=-4594, I-J=-5366, J-K=26 BOT CHORD B-S=5032, R-S=5032, Q-R=4337, P-Q=4337, O-P=5276, N-0=5276, M-N=5276, L-M=5036, J-L=5036 WEBS C-S=157, C-R=-757, D-R=510, D-P=1080, E-P=-3'70, G-P=-18, G-0=208, G-M=-1092, H-M=1073, I-M=-770, I-L=164 NOTES r`1N��ttt�6�Urlitat.rtl��I�zi 1) This truss has been checked for unbalanced loading conditions. .Oti �yG� A. 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level �� .16IF using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ti` occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ] 3) Provide adequate drainage to prevent water ponding. - > � 4) All plates are M1120 plates unless otherwise indicated. a S 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2161 Ib uplift ` at joint B and 2161 Ib uplift at joint J. �.jRI ` LOAD CASE(S) Standard `z�r+ttr!,��tai4trrtt+t�� September 9,2003 J&b — -- I ru ssrus—-- — -- S e---- Qty-- J — - A604960 J�5`1`7 1-05 -ROOF TRUSS 2 1 LM`el< Industries, Inc., hesterrield, 17, M . J01ndr bs 7 i ek Indust�esl�nc). ue ep 0 age 1 I—p 5-6-8 10-3-4 1 15-0-0 20-8-0 26-4-0 32-0-0 36-8-12 41-5-8 47-0-0 4¢-4-0 1-4.0 5-6-8 4-8-12 4-8-12 5-8-0 5.8-0 5-8-0 4.8-12 4-8-12 5-6-8 1-4-0 Scale = 1:86.1 5x10 M1120H = 4.00 12 3x6 = 3x6 = 5x10 M1120H = 3x6 E F G H 3x6 2x4 D I 2x4 i C J r N A B K L M Ln r> rM = 4x10 = S R Q p 0 N M 4x10 � 3x6 = 5x6 WB- 3x6 = 3x8 - 3x6 = 3x8 = 5x6 WB= 7-10-14 15-0-0 23-6-0 32-0-0 39-1-2 47-0-0 7-10-14 7-1-2 8-6-0 8-6-0 7-1-2 7-10-14 Plate Offsets ge , )-O-3,Ed ej, qe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 1.17 P >480 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0,97 Vert(TQ -1.02 N-P >54a M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.33 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 2361b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-2 oc purlins. BOT CHORD 2 X 4 SYP NoAD *Except* BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. O-Q 2 X 4 SYP No.21D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-216(load case 5) Max UpliftB=-2143(load case 2), K=-2143()oad case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-5267, C-D=-5043, D-E=-4230, E-F=-4008, F-G=-4551, G-H=-4008, H-1=-4230, I-J=-5043, J-K=-5267, K-L=22 BOT CHORD B-S=4942, R-S=4493, Q-R=4480, P-Q=4480, O-P=4480, N-0=4480, M-N=4493, K-M=4942 WEBS C-S=-243, D-S=447, D-R=-632, E-R=1034, F-R=-639, F-P=146, G-P=146, G-N=-639, H-N=1034, I-N=-632, I-M=447, J-M=-243 tte�as��turrtitartrrra NOTES �u1� ,� 1. "Ilk!jr 1) This truss has been checked for unbalanced loading conditions. �� Qi .�► >�r 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level ` �I Ifs �l using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in theable end roof zone on an ' occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 fi If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. w 4) All plates are M1120 plates unless otherwise indicated. S' A l O 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2143 Ib uplift at joint B and 2143 Ib uplift at joint K. ! 7R0� zz��r��rittrrt!.9dEttr4k11§'�1s�t�ti��s�� LOAD CASE(S) Standard September 9,2003 r t '--runs -- I I�iFc A604961 111957 06 R 0 0 F TPUS6 12 1 -~ )I - __ (o tional W1Tek Industries, nT cs, Chesterfield, IVIU 6 01 �1�nd 2iLs([fit 171-TVIi ek ndustries, nc. ue .ep 0 9: age I -1-4-0 6-2-8 11-7-4 17-0-0 23-6-0 30-0.0 35-4-12 40-9-8 47-0-0 4 -4-0 1.4-0 6-2-8 5-4-12 5-4-12 6-6-0 6.6-0 5-4-12 5-4-12 6-2-8 1-4-0 Scale = 1:86.1 5x10 M1120H = 2x4 II 5x10 M1120H = 4.00 12 E F G 3x6 3x6 D H 2x4 2x4 G Ln C 1 nA B J K n 4x10 = 4x10 = o R QP O NM L 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = 3x6 = 4x6 = 8-10-14 17-0-0 23-6-0 30-0-0 38-1-2 47-0-0 8-10-14 8-1-2 6-6-0 6-6-0 8-1-2 8-10-14 Plate Offsets dqe , - qe dqe LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 1.06 O >529 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.89 O-Q >627 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.31 J n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/def] = 240 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-6 oc purlins. BOT CHORD 2 X 4 SYP No.1 D *Except* BOT CHORD Rigid ceiling directly applied or 2-9-10 oc bracing. N-P 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, J=2044/0-3-8 Max Horz B=-240(load case 5) Max UpliftB=-21 23(load case 2), J=-2123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-5237, C-D=-4962, D-E=-3980, E-F=-4050, F-G=-4050, G-H=-3980, H-1=-4962, I-J=-5237, J-K=22 BOT CHORD B-R=4915, Q-R=4347, P-Q=3752, O-P=3752, N-0=3752, M-N=3752, L-M=4347, J-L=4915 WEBS C-R=-312, D-R=553, D-Q=-748, E-Q=654, E-0=397, F-0=-352, G-0=397, G-M=654, H-M=-748, H-L=553, I-L=-312 NOTES ��ytiti�ltttt3t4�tutlttrrrr/rrrrlir 1) This truss has been checked for unbalanced loading conditions. w�'�` � ,, 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above round level �`� " IFIL r using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an C` occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed 1 to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 Ba _ 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. g ATE OF 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2123 Ib uplift at joint B and 2123 Ib uplift at joint J. LOAD CASES) Standard 1t!sl2trlll41y4L��it�� September 9,2003 h --i'rus-- ---�i iiss ype ty ly - -- —� A6049621 � J�5957 T07 ROOFTRUSS 2 1 (optional) 11/li k Industries, Inc., hesterfield, 0301 0'hd �� 17 1 Mi ek ndustries, Inc. ue ep :3 age 6-10-8 12-11-4 19-0-0 23-6-0 28-0-0 34.0-12 40-1-8 47.0-0 4$-4.0 T 1-4-0 6-10-8 6-0-12 6-0-12 4-6-0 4-6-0 6-0-12 6-0-12 6-10.8 1-4-0 Scale = 1:86.1 4.00 12 5x10 M1120H = 3x6 =5x10 M1120H = F G H 4x6 ; 3x6 3x6 4x6 E 3x6 p J 3x6 z n C K nA B L M LO r Zz� 'r? 4x10 = � U T S R Q p 0 N 4x10 = 2x4 II 3x6 = 5x6 WB= 3x8 = 3x6 = 2x4 11 3x8 = 5x6 WB= 6-10-8 12.11-4 19-0-0 28-0-0 34-0-12 40-1-8 47-0-0 6-10-8 6-0-12 6-0-12 9-0-0 6-0-12 6-0-12 6-10-8 late sets qe2-41, [L:0-0-3,Edqe dge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.99 Q-R >564 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.99 Vert(TQ -0.98 Q-R >572 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.31 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 245 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.1D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-7 oc bracing. P-S 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, L=2044/0-3-8 Max Horz B=-264(load case 5) Max UpliftB=-2101(load case 2), L=-2101(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5277, C-D=-4512, D-E'=-4458, E-F=-3730, F-G=-3508, G-H=-3508, H-1=-3730, I-J=-4458, J-K=-4512, K-L=-5277, L-M=22 BOT CHORD B-U=4935, T-U=4935, S-T=4231, R-S=4231, Q-R=3573, P-Q=4231, O-P=4231, N-0=4935, L-N=4935 WEBS C-U=206, C-T=-754, E-T=437, E-R=-906, F-R=855, G-R=-115, G-Q=-115, H Q=855, I-Q=-906, 1-0=437, K-0=-754, K-N=206 NOTES �yl� 1) This truss has been checked for unbalanced loading conditions. t�`` .6 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. ATE OF 4) All plates are M1120 plates unless otherwise indicated. S S,, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2101 Ib uplift f Ger 'ZtJR t4� at joint B and 2101 Ib uplift at joint L. rrr-0.fiitttyd!EPI'ilS�9St4tii�tw� LOAD CASE(S) Standard September 9,2003 -- — — ——-- -- ---- — 1 1 x,55 sass y�z qty Iy s A604963 j5,7957 l I d3 :;)OF TRU — 2 1 (optional) ^ L M,r-k Isdustries, Inc., hesterfield, IVIU s301� M .�JO nd i 1 20 M MiTek Industries, Inc. lue ep :3 age 1 4 0 7-6.8 14-3-4 21-0-0 26-0-0 32-8-12 39-5.8 47-0-0 4P-4 0 1-4-0 7-6-8 6-8-12 6-8-12 5-0-0 6-8-12 6-8-12 7-6-8 1-4-0 Scale = 1:86.1 5x10 M1120H = 5x10 M1120H = 4.00 12 F G 3x6 3x6 4x6 E H 4x6 3x6 75:1D I 3x6 Z�- LO C J c� n nA B K L n 4x10 = T S R Q P 0 N M 400 = 2x4 II 3x6 = 5x6 W8= 3x8 = 3x6 = 2x4 11 3x6 = 5x6 WB= 7-6-8 1 14-3-4 1 21-0-0 26-0-0 1 32.8-12 39-5-8 47-0-0 7-6-8 6-8-12 6-8-12 5-0-0 6-8-12 6-8-12 7-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.96 Q-S >585 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TQ -0.87 Q-S, >647 M1120H 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.30 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 2441b LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) *Except* TOP CHORD Sheathed or 2-5-10 oc purlins. A-D 2 X 4 SYP No.1 D, I-L 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 2-9-11 oc bracing. BOT CHORD 2 X 4 SYP No.1D *Except* WEBS 1 Row at midpt E-Q, F-P, H-P O-R 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, K=2044/0-3-8 Max Horz B=-288(load case 5) Max UpliftB=-2076(load case 2), K=-2076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-5238, C-D=-4368, D-E=-4311, E-F=-3465, F-G=-3247, G-H=-3466, H-1=-4310, I-J=-4368, J-K=-5238, K-L=22 BOT CHORD B-T=4896, S-T=4896, R-S=4089, Q-R=4089, P-Q=3246, O-P=4089, N-0=4089, M-N=4897, K-M=4897 WEBS C-T=228, C-S=-863, E-5=514, E-Q=-1048, F-Q=767, F-P=3, G-P=767, H-P=-1044, H-N=513, J-N=-864, J-M=228 �`414�t111t1u1 u1rurofiti��u �Q A. y NOTES �`` F `� ' ',� �� 1) This truss has been checked for unbalanced loading conditions. rT 1 f 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 * � If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed - — to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 - 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2076 Ib uplift at joint B and 2076 Ib uplift at joint K. 1111f11 .El7 {ti�� t1�o I1111151.4 e,t1441\kw. LOAD CASE(S) Standard September 9,2003 —ick.-- Ras ------- I Fess -p — ---- — .C J Ply - -- — -- ---� 11 I J559F7 T09 ROOF TRUSS „ 2 1 A604964 _ (optional) Mi ek Industries, nc. hesterfield, IVI 63 17, IUT4�OOMFd €Ribs,�2 1 ek Industries, Inc. ue Sep 09 0�0 20 age 1 -4-p 6-4-5 11-10-14 1 17-5-7 23-0-0 24-0-0 29-6-9 35-1-2 40-7-11 47-0-0 4$-4-0 1-4-0 6-4-5 5-6-9 5-6-9 5-6-9 1-0-0 5-6-9 5-6-9 5-6-9 6-4-5 1-4-0 Scale = 1:86.1 5x6 = 4.00 12 5x6 = G H 3x6 3x6 3x6 F I 3x6 4x6 5 4x6 2 E J " 2x4 D K 2x4 C L r` n A B M N u� r>t 0 4x10 = V U T SIR Q P O 4x10 = 3x6 = 4x6 = 3x6 = 3x6 = 3x6 = 3x6 = 3x6 = 4x6 = 8-2-8 15-7-4 23-0-0 21-WO 31-4-12 38-9-8 47.0-0 8-2-8 7-4-12 7-4-12 1-0-0 7-4-12 7-4-12 8-2-8 Plate Offsets qe , 4, ge , Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.99 S-U >568 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.89 S-U >631 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.29 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 250 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-3 oc purlins. BOT CHORD 2 X 4 SYP NoAD *Except* BOT CHORD Rigid ceiling directly applied or 2-10-13 oc bracing. Q-T 2 X 4 SYP No.2D WEBS 1 Row at midpt F-S, I-R WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, M=2044/0-3-8 Max Horz 8=-311(load case 5) Max UpliftB=-2049(load case 2), M=-2049(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-5245, C-D=-5033, D-E=-4969, E-F=--4138, F-G=-3192, G-H=-2998, H-1=-3192, I-J=-4138, J-K=-4969, K-L=-5033, L-M=-5245, M-N=22 BOT CHORD B-V=4920, U-V=4314, T-U=3662, S-T=3662, R-S=2998, Q-R=3662, P-Q=3662, O-P=4314, M-0=4920 WEBS C-V=-281, E-V=61 1, E-U=-638, F-U=727, F-S=-974, G-S=822, H-R=822, I-R=-974, I-P=727, J-P=-638, J-0=611, L-0=-281 NOTES ININ Ilk 1) This truss has been checked for unbalanced loading conditions. \o` � �� 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level1 r r using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 t x If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed IS to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2049 Ib uplift 5 ATE OF at joint B and 2049 Ib uplift at joint M. rte+✓ AZ LOAD CASE(S) Standard ��'``�~� a r67I41119i1ii September 9,2003 — — �, ass �iPe A604965 J55957 T10 ROOF TRUSS 2 1 (optional MiTek Industries, Inc., hesterfield, N(O 6 17, 01nd s 1 01 Mi Tek ndustries,•Inc. ue Sep 0 09: :4 0 age 1 -1 4-p 6-5-13 12-1-14 + 17-9-15 23-6-0 29-2-1 34-10-2 40-6-3 i 47-0-0 4;3-4-0 1-4-0 6-5-13 5-8-1 5-8-1 5-8-1 5-8-1 5-8-1 5-8-1 6-5-13 1-4-0 Scale = 1:84.4 = 4.00 12 5x6 G 3x6 3x6 3x6 F H 3x6 4x6 % 4x6 E 1 2 x 4 'X D J 2x4 C K LOB L M r{ 4x10 = T S R Q P 0 N 4x10 = 3x6 = 4x6 = 3x8 = 3x6 = 3x6 = 3x6 = 4x6 = 8-4-8 1 15-11-4 23-6-0 i 31-0-12 38-7.8 47-0-0 8-4-8 7-6-12 7-6-12 7-6-12 7-6-12 8-4-8 -Plate Offsets dqe - qe , dge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.96 Q-S >582 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TQ -0.89 O-Q >630 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.29 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 241 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-15 oc purlins. BOT CHORD 2 X 4 SYP No.1D *Except* BOT CHORD Rigid ceiling directly applied or 2-10-10 oc bracing. P-R 2 X 4 SYP No.2D WEBS 1 Row at midpt F-Q, G-Q, H-Q WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2044/0-3-8, L=2044/0-3-8 Max Horz B=-317(load case 5) Max UpliftB=-2041(load case 2), L=-2041(load case 3) FORCES (ib) - First Load Case Only TOP CHORD A-13=22, B-C=-5238, C-0=-5020, D-E=-4958, E-F=_-4095, F-G=-3151, G-H=-3151, H-1=-4095, I-J=-4958, J-K=-5020, K-1-=-5238, L-M=22 BOT CHORD B-T=4914, S-T=4286, R-S=3615, Q-R=3615, P-Q=3615, O-P=3615, N-0=4286, L-N=4914 WEBS C-T=-291, E-T=632, E-S=-658, F-S=740, F-Q=-973, G-Q=1643, H-Q=-973, H-0=740, 1-0=-658, I-N=632, K-N=-291 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 20 ft above ground level 4' using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed w to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2041 Ib uplift ` at joint B and 2041 Ib uplift at joint L. � ':`�'� S TV OF LOAD CASE(S) Standard September 9,2003 I I I i I Duplex L or R H VA C Load Calculations for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 i El 'Ipf tw R"VAC I j Ir i i RLSIDENTIAL HVAC LOADS i I i I I Prepared By: Glenn Jones j Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 Tuesday, September 09, 2003 �I i i j j Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Duplex L or R Neptune Beach FL 32266-1798 Page 2 proiect Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Beaches Habitat0uplex-L-R-1100.rhv Project Title: Duplex or R Designed By: Ocean State Heating &Air Conditioning Project Date: Tuesday, September 09, 2003 Client Name: Beaches Habitat Client Address: P.O. Box 50939 Client City: Jacksonville Beach, FL 32250 Client Phone: 241-1222 Client Comment: Company Name: Ocean State Heating &Air Conditioning j Company Representative: Glenn Jones Company Address: 1476 Atlantic Boulevard Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 i Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor,. 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 27 0 0 72 0 Summer: 96 78 50 75 51 Check Figures Total Building Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 I Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH j Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I� C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM I Rhvac -Residential&Light Commercia't HVAC Loads Elite Software Development,Inc. Ocean State Htg &A/C Duplex L or R Neptune Beach, FL 32266-1798 Pae 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 100 3,262 0 4,870 4,870 10D Door Wood Solid Core 18 373 0 204 204 12C Wall R-11 + 1/2" Gypsum(R-0.5) 982 3,976 0 2,175 2,175 13C Part R-11 + 1/2"Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 1535,578 0 0 0 Subtotals for structure: 15,067 0 9,058 9,058 People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 ! Ductwork: 1,079 0 1,522 1,522 Infiltration: Winter CFM: 132, Summer CFM: 59 6,527 2,043 1,353 3,396 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total 16,733 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 22,673 2,963 16,733 19,696 Check Figures Total Building Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 Building Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % j Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible + Latent) 1.81 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i I i I i i i i C \Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM Rhvac -Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Duplex L or R Neptune Beach, FL 32266-1798 Pa e 4 System I (imported) Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 100 3,262 0 4,870 4,870 10D Door Wood Solid Core 18 373 0 204 204 12C Wall R-11 + 1/2" Gypsum(R-0.5) 982 3,976 0 2,175 2,175 13C Part R-11 + 1/2" Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 0 0 0 Subtotals for structure: 15,067 0 9,058 9,058 People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,079 0 1,522 1,522 Infiltration: Winter CFM: 132, Summer CFM: 59 6,527 2,043 1,353 3,396 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 16,733 Temperature Swing Multiplier: X 1.00 System 1 (Imported) Load Totals: 22,673 2,963 16,733 19,696 Check Figures Supply CFM: 761 (5.2 AC/hr) CFM Per Square ft.: 0.692 Square ft. of Room Area: 1,100 Square ft. Per Ton: 607 System Loads Total Heating Required With Outside Air: 22,673 Btuh 22.673 MBH Total Sensible Gain: 16,733 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 19,696 Btuh 1.64 Tons (Based On Sensible+ Latent) 1.81 Tons(Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. i II I I i C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM Rhvac -Residential&Light Commercia't HVAC Loads Elite Software Development,Inc. Ocean State Htg &A/C Duplex L or R Neptune.Beach FL 32266-1798 Page 5 System I Room Load Summary II Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master Bedroom 181 3,484 45 0-0 0 2,771 720 126 1.00 126 126 2 Bath 1/2,Laundry 154 1,035 13 0-0 0 1,786 0 81 1.00 81 81 3 Kitchen 112 736 10 0-0 0 2,969 0 135 1.00 135 135 4 Dining 100 3,364 44 0-0 0 1,492 346 68 1.25 85 68 5 Living 225 5,964 78 0-0 0 3,332 606 152 1.25 189 152 6 Bedroom 3 184 4,809 63 0-0 0 2,042 801 93 1.00 93 93 7 Bedroom 2 144 3,281 43 0-0 0 2,341 490 107 1.00 107 107 System 1 total 1,100 22,673 295 16,733 2,963 761 816 761 System 1 Main Trunk Size: 12x12 in. Velocity: 826 ft./min Loss per 100 ft.: 0.109 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh l Net Required: 1.64 85% / 15% 16,733 2,963 19,696 Recommended: 1.81 77% /23% 16,733 4,998 21,731 Actual: 1.73 77% /23% 16,000 4,800 20,800 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: PFl MNA024 PH10JA024 Brand: Payne Payne Efficiency: 7.0 Btuh 10 SEER Sound: Capacity: 17,500 20,800 Btuh Sensible Capacity: n/a 16,000 Btuh Latent Capacity: n/a 4,800 Btuh I i i I II C:\Elite\Rhvacw\Projects\Beaches Habitat\Duplex-L-R-1100.rhv Tuesday, September 09, 2003, 3:39 PM FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Builder: Beaches Habitat Address: /&'s7J� g �Vgs�r,r� G�- Permitting Office: Beach City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Multi-family — a. Central Unit Cap:20.7 IcBtu/lu _ 3. Number of units,if multi-family 2 — SEER: 10.00 4. Number of Bedrooms 3 — b. N/A _ Is this a worst case? No — — 6. Conditioned floor area(ft2) 1100 ft2 c. N/A _ ?. Glass area&type Single Pane Double Pane — — a. Clear glass,default U-factor 0.0 ft2 100.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 — a. Electric Heat Pump Cap:23.5 kBtu/lu _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00 — 3. Floor types _ b. N/A — a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft _ b. N/A _ c. N/A — c. N/A — 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0,982.0 ft2 _ a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=11.0, 120.0 W _ EF:0.92 c. N/A — b. N/A _ d. N/A — e. N/A c. Conservation credits _ 10. Ceiling types — (HR-Heat recovery,Solar a. Under Attic R=30.0, 1101.0 ft2 _ DHP-Dedicated heat pump) b. N/A — 15. HVAC credits c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup:Unc. Ret: Con. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ PT-Programmable Thermostat, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as-built points: 17955 Total base points: 20047 PASS I hereby certify that the plans and specifications covered Review of the plans and ztAEsr by this calculation are in compliance with the Florida specifications covered by this X04 _ 9T�o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Ocean State-Glenn Jones Before construction is completed R� a DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. °D OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: oLf - EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: f,S'�S7JS-� FgQ,r (f. - PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1100.0 20.04 3967.9 Double,Clear E 1.5 6.0 15.0 42.06 0.91 575.9 Double, Clear W 6.0 6.0 20.0 38.52 0.53 408.6 Double,Clear W 1.5 6.0 20.0 38.52 0.91 703.7 Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.3 Double, Clear E 1.5 6.0 15.0 42.06 0.91 575.9 As-Built Total: 100.0 2804.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 120.0 0.70 84.0 Frame,Wood,Exterior 11.0 982.0 1.70 1669.4 Exterior 982.0 1.70 1669.4 Frame,Wood,Adjacent 11.0 120.0 0.70 84.0 Base Total: 1102.0 1753.4 As-Built Total: 1102.0 1753.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 6.10 109.8 Exterior 18.0 6.10 109.8 Base Total: 18.0 109.8 As-Built Total: 18.0 109.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1099.7 1.73 1902.5 Under Attic 30.0 1101.0 1.73 X 1.00 1904.7 Base Total: 1099.7 1902.5 As-Built Total: 1101.0 1904.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 153.0(p) -37.0 -5661.0 Slab-On-Grade Edge Insulation 0.0 153.0(p -41.20 -6303.6 Raised 0.0 0.00 0.0 Base Total: -5661.0 As-Built Total: 153.0 -6303.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1100.0 10.21 11231.0 1100.0 10.21 11231.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: JA's 7l f r4- PERMIT#: BASE AS-BUILT Summer Base Points: 13303:6 Summer As-Built Points: 11500.1 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) 11500.1 1.000 (1.081 x 1.147 x 0.86) 0.341 1.000 4207.2 13303.6 0.4266 5675.3 1 11500.1 1.00 1.072 0.341 1.000 4207.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method,A - Details ADDRESS: V5-7 PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1100.0 12.74 2522.5 Double,Clear E 1.5 6.0 15.0 18.79 1.04 291.9 Double, Clear W 6.0 6.0 20.0 20.73 1.17 483.7 Double, Clear W 1.5 6.0 20.0 20.73 1.02 424.3 Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.5 Double, Clear E 1.5 6.0 15.0 18.79 1.04 291.9 As-Built Total: 100.0 2230.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 120.0 3.60 432.0 Frame,Wood, Exterior 11.0 982.0 3.70 3633.4 Exterior 982.0 3.70 3633.4 Frame,Wood,Adjacent 11.0 120.0 3.60 432.0 Base Total: 1102.0 4065.4 As-Built Total: 1102.0 4065.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.0 12.30 221.4 Exterior 18.0 12.30 221.4 Base Total: 18.0 221.4 As-Built Total: 18.0 221.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1099.7 2.05 2254.4 Under Attic 30.0 1101.0 2.05 X 1.00 2257.1 Base Total: 1099.7 2254.4 As-Built Total: 1101.0 2257.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 153.0(p) 8.9 1361.7 Slab-On-Grade Edge Insulation 0.0 153.0(p 18.80 2876.4 Raised 0.0 0.00 0.0 Base Total: 1361.7 As-Built Total: 153.0 2876.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1100.0 -0.59 -649.0 1100.0 -0.59 -649.0 EnergyGauge®DCA Form 60CA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ��s-��s-9 �0.45� �- PERMIT#: BASE AS-BUILT Winter Base Points: 9776.4 Winter As-Built Points: 11002.1 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) 11002.1 1.000 (1.060 x 1.169 x 0.88) 0.487 1.000 5867.6 9776.4 0.6274 6133.7 11002.1 1.00 1.095 0.487 1.000 5867.6 EnergyGaugeTA4 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPS v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: / 75"9 syT,,� Cp- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5675 6134 8238 20047 4207 5868 7880 17955 PASS �y0, 'vt1E STy?�o C A I�coD WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Jfjs-7 J�-g �',,�s y�— , C' PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS I SECTION I REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area• .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames, surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels &top/bottom plates; between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the 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 606A.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION I REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required, Swimming Pools& Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling &floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 a , ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score,the more efficient the home. 1. Ne�.v construction or existing New _ 12. Cooling systems 2. Single gamily or multi-family Multi-family _ a. Central Unit Cap:20.7 kBtu/hr _ 3. Number of units,if multi-family 2 _ SEER: 10.00 _ -t. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 1100 ft, a N/A _ Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 ft, 100.0 ftZ _ 13. Heating systems b. Clear-double pane 0.0 ft' 3.0 ft' _ a. Electric Heat Pump Cap:23.5 IcBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft' 0.0 ft' _ HSPF: 7.00 _ d. Tintlother SHGC-double pane b. N/A _ S. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft _ a N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=11.0.982.0 ft' _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0, 120.0 ft' _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1101.0 ft' _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret: Con. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) TIIE sr in this home before final inspection. Otherwise, a new EPL Display Card will be completed wQAV based on installed Code compliant features. unr Builder Signature: Date: y Address of New Home: City/FL Zip: �Lc01) WE A *.VOTE: 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 qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027824 Date 3/04/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . NEW 150AMP, 1PH, 3W, 240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT CMA ELECTRICAL CONTRACTORS 1671 FRANCIS AVE. 8814 DARLINGTON DRIVE ATLANTIC BEACH FL 32233 MYPT FL 32228 (904) 241-1222 (904) 765-6262 ---------------------- ------------------------------------------------------ Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . 3/04/04 Valuation . . . . 0 Expiration Date 8/31/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 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 WJk ICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCNHON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW'. BUILDING OFFICIAL sRL'ir ":''GRANGER)C PHONE NO. 9047640038 Mar. 04 2004 11:27AM P4 94:21.2 2'1, ,�AI;NE:� HALT WAGE 04 CITY OF ATLA 'XC BEACH,FLOREDA APPLICATION FOR ELECTRICAL PEP-AM TO 71,X CMF 13LWrRIGAL WPRCTOP,; DATE' 2- 20 :WOR2ANT N=U: r�GONB DERATJ91,OF PSRNDT(JIVSN 70R 001NO THEN=AS l)F4C RD IN TIS!$f:OLLOWMG,WE MMY Atr'ftEE TO PSAFQA.M SAID WojLK IN ACCOIKDAWCE WITH THI ATTACM PLANS AND OXCIR"TIOM,WWCK ARE A PART HIRMP, /atm TN ACCOWANCE mn;TIME(ELECTRICAL RZOULAT1ONS,CODES AND CITY�1�'1T,.N�G Ei£�!' G}IOItd3f1AT7vF6 ELECTEEZ,Fmm: MA 5 TFC ATURE: OWN8R5]vAMEz� �' J•I, `r�-�" ADDREBS: .� �'°'Qs� � RFD,,,,�SOX,� BLDG,SIZE 8� RES-V) APT.( j COMM.( ) PtMUC( ) TNDUS,( ) MW( 3 OLD( ) REW.( ) ADDITION( ) TRA.TLEIL( ) TEW,( ) SIGNS( ) SQ.FT. SERVICE: NEW 'C]RERSE PAW ,, NDUCTOR 6= AIVfiFS; COPPER ALEJ�. EELS SVvgTCET 0R ER9AKBR o/5-0 AMPS f PH �W �L CEWAY EXIST'.SERV.S ZE ASS PH W tQT.T RACEWAY SEDERS NO. SIZE ' NO. SIZE, NO. 3;uw LIGHTING©UTLlETS OPEN TOTAL RECEPTACLES CdNmum ovo TQTAL 4WITC�nS t _ }'=D .. —�.�.... Dior, APPLL4?l%.�...,.�E0 f-I I3ET.L I E, A2L �,. 1,11 .RA' INO KP.RATINA CEIL. W kMAT K'41))TIONTNG i COMP.MOTOR, QTEMI 40TORS AWS HEAT OVER IMOTORS FLP. V'OLTAGt ' Pxs N0. .I TAGE I i '.MER 600V OVER 600V TR.AN$F0A i 1"411k 51; NC!_ ON TPANSF. NO VA MA i MOTOR 53zL SWITCH PLASFMS t EA ,W RTr-A1 CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028240 Date 5/12/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . 4 ' CHAIN LINK Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ----------------------------------------------- -- --------------------------- Permit FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- - --------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. s BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S is1 S. Doerr J 800 Seminole Road S. rl Atlantic Beach,Florida 32233 (904)247-5800 ,jt )y� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C'4 - 2 n,� qC Property Address: Of Applicant: i3a c n, i Ic f Project: fttlxr; This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your ► application when these items have been completed. �.,J Reviewed By: J.J0� Date: C'� S--/0 " e rl CITY OF ATLANTIC BEACH ,.E. FENCE PERMIT APPLICATION Date: Job Address: Owner's Name: Address: Al, 7Ja,�,1 d�/-e_. Phone: �1, /Z 2z Legal Description: Block Number: Lot Number: -5— Zoning District: Fence Contractor: Address: 1471 �iz.� /Q��e r- Phone: City: ,/�,, �1 State: r—c— Zip:31233 Fax: Type of fence and materials to be used: Valuation of fence: P. Is proval of Homeowner's Association or other private entity required? No If yes,please submit with this application. [✓ Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure VNor Or Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: Mailing Address: Phone: Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 P L O T P L A N LOT 5, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CW OF A9111111110 now pWoft ow Zoning Depowmd 711ft app I"IM zoning, bd iw� a ottaar local ta�ndd prov no constitute tf Nauance CRs. Compliance I wkh Florida Building Code and all other ap ksbls local, State and Federal permitting requirements I must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a Building Permit. Approved By: mmun ev"10prnent irector Date: 1 Z `Ss L T 6 CHs, I <04, � 7��NF 2815. F 47.17 20.0' \ ,.� FFE=13.40 - \ \ 11.53 1 w M1 N � 'V-7CS _ PROPOSED FORSYTH / RESIDENCE - °' 3 COURT 000 C) N N O0 00 �,� 47.17' 40 3' ' 0 (D to 0 bo '.`L' N89'26'08"E 96.17' �l ? U 0 O N TOB=12.0 a--- N O N � � 0 PUBLIC DRAINAGE i' Q�O� O GAP EASEMENT 00' 0115, I �� •Gj� �F'P OD o� LOT 4 � I � � I 1 � I I I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 } r INSPECTION PHONE LINE 247-5826 IN f r !tit Application Number . . . . . 04-00028246 Date 5/07/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------- ----- BEACHES HABITAT CMA ELECTRICAL CONTRACTORS 1671 FRANCIS AVE. 8814 DARLINGTON DR. ATLANTIC BEACH FL 32233 MYPT FL 32228 (904) 241-1222 (321) 727-2865 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 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. )i,%. (' qmk BUILDING OFFICIAL , f a'c' iS',�i i131�s11� f r-,Zs as wi ' i/i'a ' "n Liii ��1�%Al 1\t}",rA'[11r1 1 _ I :SSWW '! A00F a& A009?33QbiT11 z 61 101-4 _! u` 51103AId?� MINI Md I£?W.L'IOA i "d'R i '�-,',• `•�°a°Fisk �.._.i„..,M b,i,iUli, sera' SX010W'� LLO: �ampi'am") 3b'i "MSI R�� '4'�i eM D�'a?, ! — A•I1V Zx'.F' 1-r,S. .� 1 .L.�'r3r�l.�•''��.'M�•'.1 i i JfLI.L. ♦ mow.; . ._. I• - --�wv�1v i I •.. iiu''y �- �...YT1��rr::rr''iiTlb �,}r 1tiC�C1 '7.'4'ex��,;7 . zzrs ON i LTOA Md ! SdD1T6' �'ZIS 73S'1Ss _........ ..i _ --u e►9:�z�:i'r"d T.1 ;.UA T <Lk ra ai;-e (767ZO H13I YIS 41 ., .^— 1 Ii.aiiwa 'waV if♦it.7l yl ( )AtM, { `azo )'SIQNI ms DTw —XQS SYK- �t++UA1'a:./3ti:�ti►Si�:.i"J; saCatii '1�;. �: •:w�va v T w H;HMsat�sa d� as a:•tv n "� .ti Z'L"J" rr�Ua�v rrr xxarn tcrs�rao �a to n3 MOS3n 5ti x�ucaM 3k �Jh4fXi iZCa3! 54 u^ a su1 i ys�teAlirn�N1 ?, 1iG L:k ".•hQ 1da1YSJ.�3 Y d i0 Zu 01. JQ ;t w.. . _. t 0nz Td WdVT:20 VOW 80 'heW 8200b9zb06 'ON BNOHd ) Cd90Ndd0 WONJ PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 May 212004 4:49PM Last Transaction Date Time TV& Identification Duration Pages Result May 21 4:48PM Fax Sent 96657372 1:05 2 OK CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027428 Date 1/27/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor - - - - - - - - - - - - - - - - - - - - -- - -- ---- - - - - - - - -- - - - - - --- -- BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------- ----- - - -- -- ---- ----- -- --- -- --- - -- - - --- - - - -- - - ---- --- -- -- -- - --- ---- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee 150 . 00 Issue Date . . . . Valuation . . . . 59503 ----------- - ----- ---- ----- ---- --- --- -- ------ - - - --- -- -- - - -- - - - - -- - - -- - - ------ Special Notes and Comments PW approved per providing Erosion and Sediment Control Plan. --------------------- - -- -- ------- --- ----------- ----- -- - - -- - --- - - - - -- -------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 27 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 4 . 97 AB CONSTRUCTION SURCHARGE . 55 STATE RADON SURCHARGE 5 . 24 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 370 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due -------- --- - ---- - - - ------ -- -- ------ -- -- - - -- - --- - ---- ---- - Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total 150 . 00 150 . 00 . 00 . 00 Other Fee Total 2076 . 03 2076 . 03 . 00 . 00 Grand Total 2526 . 03 2526 . 03 . 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 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: r R Legal Description: Pap- 17 5 a Goy-c Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Resident - Commercial - Other: T_ 40 LL�L Lowest Floor Elevation: 13,LA Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works _ �, _ Planning Dept. -.2,5-- d-4 'D Building Dept. V 2S- O Cj/ Final Survey with FFE Ye No All Re-Inspect Fees Paid (!e7s No CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/24/04 Parcel Number . . . . . 172123-0000-5 -1 Property Address . . . 1857 FORSYTH CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 03-00027428 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone . . . . . . Approved . . . . . . . C uilding Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH �.� PERMIT CALCULATION SHEET Date: �f Address 1zo ''�S Heated Square Footage //0 T� @ S -52- per sq ft = $ may'le(a Q Garage he @ S Pers q ft $ � = Carport/Porch Sr -- @ S per sq ft = $ 9 3 (0 iIDeck @$ per sq ft = $ Patio @$ per sq ft = $ TOTAL VALUATION: $ Total Valuation ist $ l'I Ijl Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE:—_V= TOTAL BUILDING FEE $ ZONING: 0 S-' + '/� Filing Fee $ FLOOD ZONE: _ O Fireplaces @135.00 IMPERVIOUS SURFACE:j�o BUILDING PERMIT FEE $ 'r WATER IMPACT FEE SEWER IMPACT FEE $ -o WATER METER/TAP $ li CAPITAL IMPROVEMENT$ 3 .2 Sr SEWER TAP — 0 - C $ D -C Q011 RADON HRS .0050 $ I,'I SECTION H PAVING ( ) $ - CROSS CONNECTION $ ST(jjm57 SURCHARGE $ I OTHER $ GRAND TOTAL DUE: 5 i WATER IMPACT FEE WORKSHEET ADDRESS:_ I _) r DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 I Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking founta Icemaker Y2 Floor drains 2 Hose bib 1 Z� Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 3 70 III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes s 'No NIA AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes✓No N/A (FBC 13-602.1.ABC.1.1) 4• 1 )Q i�,/ ,` DATE: j Y ©� Is the"R"value for added insulation on exterior walls shown? Yes s/No NIA PLANS EXAMINER: 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes✓No N/A rp �` 6. Is the"R"value for raised floors shown? (FBC 13-605) Yea✓No NIA OWNER: ]i (S I �/� / JOB ADDRESS: Qk . �T� 7. Are Energy Credits Claimed? Yes✓1Jo N/A +f _ J A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes� "No N/A CONTRACTOR:�(}� ( /¢ PHONE NUMBER: r'(Z) �� B. White Roof Credit (FBC 13-607.I.A.5) Yea✓No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes,/No N/A (CIRCLE) 1. Survey: / IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes✓ No N/A L Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes V.-"No N/A Column pads and concentrated loads? Yes ✓�Nr;o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes �e 4o N/A in an"A"or"V"zone? Yes No N/A•� 3. Are all elevation changes in slab shown? Yes y No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A / 4. to minimum concrete PSI shown? Yes✓o N/A 5. Is property in a flood way? Yes No N/A✓i 5. Is slab reinforcement shown? Yes ✓ No N/A 6. Is flood way line shown? Yes No N/A✓ A. Wire mesh size and gauge? Yea No N/A B. Fibermesh reinforcement? Yes V.,eNo N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes 1/No N/A if. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A L Are plans sealed by architect or engineer? Yes✓IJo N/A _ 8. Ia type of soil treatment for termites shown?(FBC 1816) Yes No N/A A. Are structural calculations submitted? Yes No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes Flo N/A Strength of not less than 2500 PSI al 28 days? (FBC 1804.5.1) Yes t/No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes o NIA 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes No NIA (FBC 1805.1) Yea No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes ✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yes v"No N/A 1. Is finished grade shown? Yes No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yest/JJo N/A stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade? Yes No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes to N/A/ for structural elements? Yes,/No NIA C. Base flood elevation? Yes �/No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A 3, Is minimum footing depth beneath finished grade shown? Yes ,-go N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A f 4. Are all footing sizes shown? Yeso NIA 10. Are plans designed per"Guide to Concrete Masonry Residential S. Are all horizontal reinforcements shown? Yes V No N/A Construction in High Wind Areas"? Yes No N/A 6. Is vertical reinforcement shown? Yes VN. N/A A. Are all appropriate charts and tables shown? Yes No N/A / 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A,/ A. Is exterior wall finish shown? Yes No N/A✓ ll. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes "No N/A C. Is exterior wall insulation shown? Yes No N/A.` A. Are all appropriate charts and tables shown? Yes --/No N/A D. Is exterior wall finish shown? Yes No N/A W Are all appropriate requirements circled or highlighted? Yes ✓'IVo N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes�No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes --"No N/A B. Is exterior sheathing(type and thickness)shown? Yes�Nt( NIA A. Are all appropriate charts and tables shown? Yes N/A C. Are nailing requirements(size and spacing)shown? Yes NIA B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yea✓No N/A 15. Does bedroom open directly into garage? Yes No V-- NIAE. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yesv,"No N/A grade shown? (FBC 2304.2.5) Yes VjNo N/A G. Are shear wall segments shown? Yes✓j�lo N/A 17. Is Designer's name and address shown on plans7 Yes Y"No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9, Are ceiling heights shown? (FBC 12021) Yea t//No N/A and FBC 1012.1.57 Yea VK No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yea%ZNo N/A 19. Are habitable rooms shown with the minimum light and ventilation H. Is ceiling type shown,drywall thickness? Yes J No N/A requirements of FBC 12011? Yes V No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes \No N/A wind load requirements for components and cladding per FBC 16067 Yes✓No N/A B. Are conventional frame rafters used? Yes No NlA.11 21. Does Boor plan show fireplace? Yes No N/At/ I. Rafter size shown? Yes No N/A✓/ 22, Are stair details shown? Yes No N/A✓ 2. Species of lumber shown? Yes No NIA! A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A%/- 3. Grade of lumber shown? Yeso N/A✓ B. , Are tread and riser sizes shown? (FBC 1007.3) Yes No N/&. C. Type of roof sheeting shown? Yes �,No N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/A✓ I. Thickness of roof sheeting shown? Yea✓No N/A D. Are required landing shown? (FBC 1007.4)7 Yes No N/A_// 2. Grade of roof sheeting shown? Yes✓No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A✓ 3. Nailing pattern of roof sheeting shown? Yes✓No N/A 23. If floor plan shows mixed construction,are mixed / (FBC Table 2306.1) ` Construction details shown? (May require engineering.) Yes✓ o N/A D. Weight of Dry-In felt showm7 Yes✓�N0 N/A 24. If required,are tenant separations shown? Yea�No N/A E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? / B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes ✓No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A 2. Attachment of tile roof shown? Yes No N/A✓ - A. Are column type,size and anchorage shown? Yes No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A 3. Other roof covering and attachments shown? Yes No N/A Vl*� 26. Are all lintel and beam details shown? Yes No NIA✓/ F. Length of roof overhang shown7 Yes Ve>o N/A 27. Are engineering details provided for butt glass? Yea No N/A✓ G. Type of soffit and fascia shown? Yes„�% N/A H. Attic ventilation shown? Yes f No N/A L Location,type and thickness of flashing shown? VII. Ttuss/Rafter Plan. (FBC 1503.2.1 and FBC 15073.9) Yes NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of cave metal shown? Yes� N/A- required connections? Yea✓No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes�No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes' No NIA.--' application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓moo N/A species,grade of lumber,span and connections7 Yes No N/A✓ 3. Are all door and window sizes shown? Yes V/,No N/A C. Are collar lies shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yea,/No NIA grade of lumber and connections? Yes No N/A,,-' 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No NIA✓ of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes"No N/A 4, Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes,,!�No NIA pattern? Yes ✓No N/A 8. Are all bold-downs and hurricane anchorages shown? Yes No NIA 9. Is required attic access shown? Yes✓J•l0 N/A - 10. Are all plumbing futures shown? Ye✓S o NIA VIII. Floor Framing. 11. Are all electrical fixtures shown? Ye No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical futures shown? Yes��No 0 N/A uplifts and connections? Yes No N/A ✓ A. Is air handler and condenser location shown? Yes o N/A 2. Is joist plan provided,showing size,spacing,span,species, / B. Are exhaust fans shown? Yes NIA grade of lumber and connections? Yes No N/A✓ 13. Are all smoke detectors shown? (FBC 905.2) Yes✓No N/A 3. Is floor sheeting indicated,showing type,thickness and / 14. Does one(1)bathroom on the first habitable floor level / nailing pattern? Yes No NIA tv/ Have a 29"net clear door opening and handicap accessible r// route? (FBC I1-11) Yes No N/A DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE 'r� r ATLANTIC BEACH,FLORIDA 32233-4318 cII, TELEPHONE:(904)247-5834 .�+ FAX:(904)247-5843 S SUNCOM:852-5834 http://ci.atlantic-beach.fl.us z PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # CZ - Z-7 (4 Z" Applicant: 6cnc-g� Address: i 75-77 l C % Proj ect: P)� .Ju-p 1. Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: (,�A TEfL + � Z 7!Ap 5 W l l eeT A-v a l�A L Fc�2 Tt�E3 E 2-411:7- Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date� 1ry * DEPARTMENT OF PUBLIC WORKS j � 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 . TELEPHONE:(904)247-5834 l FAX: (904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Q3 - Z-7 4 Z E Applicant: 6---�4� 4—"LT-PC-1 Address: l cd' S-7 CT' Project: �}�1JJ 4P L )C Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. „ o Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date Oi f T.. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address O.yc.. . 0' Heated Square Footage $ -per sq ft (oC Garage he @ $ per sq ft= $ f j Carport/Porches — @ $ per sq ft = $ Deck @ $ per sq R = $ Patio @$ per sq ft = $ TOTAL VALUATION: I' Total Valuation IS` $ f i' Remaining Value $ .per thousand or portion thereof CONSTRUCTION TYPE:= TOTAL BUILDING FEE $ ZONING: ' 01-7-- + '/Z Filing Fee $ FLOOD ZONE: > — ( ) Fireplaces @ $35.00 $ —� IMPERVIOUS SURFACE:7 " BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE WATER METER/TAP $ CAPITAL IMPROVEMENT$ Z SEWER TAP $ C Q,a 11 RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST(I/ms7 SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ ,r WATER IMPACT FEE WORKSHEET ADDRESS:._ /z.S ] 1 L f DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,cgmmercial 3 Automatic clothes washers, residential 2 y Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 rY I Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking founts Llcem:;e:r '/Z ' Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 3 ?© III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes s 'No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes ,"No N/A (FBC 13-602.I.ABC.1.1) / 2 DATE: j 2 Y © T 4• Is the"R"value for added insulation on exterior walla shown? Yes V/No NIA PLANS EXAMINER: �1 d 5. Is the"R"value for ceilings shown? (FBC 13-604.1 ABC.1) Yes✓No NIA 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes/No NIA OWNER: / JOB ADDRESS: �lIsyr� 7. Are Energy Credits Claimed? Yea,/No NIA Q _ �// A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes /No N/A CONTRACTOR:/�f ( �// PHONE NUMBER: i`?I Z B. White Roof Credit (FBC 13-607.1.A.5) Yea✓No NIA C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yea r/No N/A (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes/No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes�✓N. N/A Column pads and concentrated loads? Yes ✓No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes 1/, to N/A in an"A"or"V"zone? Yes No N/A vim. 3. Are all elevation changes in slab shown? Yes N/A 4. On lots in multiple flood zones,are flood zone lines indicaled7 Yes No NIA✓. 4. Is minimum concrete PSI shown? Yes✓o N/A 5. Is property in a flood way? Yes No N/A✓ f 5. is slab reinforcement shown? Yes ✓ No NIA 6. Is flood way line shown7 Yes No _ N/A✓ A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes ,,No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes 1/No N/A 11. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A 1. Are plans sealed by architect or engineer? Yes✓IJo NIA 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes No N/A A. Are structural calculations submitted? Yes No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606), Yes _/to N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes t/No N/A 3. Is exposure category shown7 (FBC 1606.1.8) Yes:%No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.57 Yes ✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yea✓No N/A 1. Is finished grade shown? Yes 1JJo N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes Z. N/A stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade? Yes No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes r �f10 N/A/ for structural elements? Yes✓ No NIA C. Base flood elevation? Yes t/No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A l A. Are all appropriate charts and tables shown? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes�o N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No NIA 4. Are all footing sizes shown? Yes✓o N/A 10. Are plans designed per"Guide to Concrete Masonry Residential S. Are all horizmtal reinforcements shown7 Yes✓No NIA Construction in High Wind Areas"? Yes No NIA--' 6. is vertical reinforcement shown? Yes VN. N/A A. Are all appropriate charts and tables shown? Yes No N/A 7• Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No NIA ✓ A. Is exterior wall finish shown? Yes No N/A✓/ II. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No NIA t/ High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A✓ A. Are all appropriate charts and tables shown? Yes No NIA D. Is exterior wall finish shown? Yes No N/A ✓ B. Are all appropriate requirements circled or highlighted? Yes ✓'No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yea No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes -*No N/A B. Is exterior sheathing(type and thickness)shown? Yes�TJd N/A A. Are all appropriate charts and tables shown? Yes ✓�lo N/A C. Are nailing requirements(size and spacing)shown? Yea%-^o NIA B. Are all appropriate requirements circled or highlighted7 Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yea✓No NIA 15. Does bedroom open directly into garage? Yes No✓N/A E. Is interior wall finish shown? Yes✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yeav"'No N/A grade shown? (FBC 2304.2.5) Yes f No N/A G. Are shear wall segments shown? Yes✓�10 N/A 17. Is Designer's name and address shown on plans? Yes�/No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes t//No N/A and FBC 1012.1.57 Yea 5/No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No NIA 19. Ahabitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes� re No N/A requirements of FBC 1203.17 Yes V No N/A 12, Roof Framing - 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes\No NIA wind load requirements for components and cladding per FBC 16067 Yes✓No N/A B. Are conventional Frame rafters used? Yes No N/A✓ 21. Does floor plan show fireplace? Yes No N/As/ 1. Rafter size shown? Yes No N/A✓/ 22. Are stair details shown? Yes No NIA✓ 2. Species of lumber shown? Yes No NIA•/ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/Al/ 3. Grade of lumber shown? Yes �No NIA� H. , Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A,./ C. Type of roof sheeting shown? Yes✓�,No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A-" 1. Thickness of roof sheeting shown? Yea vO' No N/A D. Are required landing shown? (FBC 1007.4)7 Yes No N/A,// 2. Grade of roof sheeting shown? Yes k/No N/A E. Is required headroom clearance shown7 (FBC 1007.4) Yes No NIA✓ 3. Nailing pattern of roof sheeting shown? Yes fNo N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) /- Construction details shown? (May require engineering.) Yes t�o N/A D. Weight of Dry-In felt shown? Yes✓�No N/A 24. If required,are tenant separations shown? Yes Vol' N/A E. Type of roof cover shown? Yes✓ No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes vNo NIA 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes No N/A✓/ F. Length of roof overhang shown? Yes Vg�No N/A 27. Are engineering details provided for butt glass? Yes No NIA✓ G. Type of soffit and fascia shown? yes„/yo N/A H. Attic ventilation shown? Yes f No NIA I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes� o NIA 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of cave metal shown? Yes No N/A required connections? Yes�No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes�No N/A 3. Framed roof V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yea' No N/A✓ application? Yes/'jNo N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes� o N/A species,grade of lumber,span and connections7 Yes No N/A 3. Are all door and window sizes shown? Yes✓ Io N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes✓No N/A grade of lumber and connections? Yes No N/A,," 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes N/A✓ of lumber? Yes No N/A I 6. Are all vertical reinforcements shown? Yes rI' No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing / 7. Are all shear wall segments shown? Yesd/�No N/A pattern? Yes ",/No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No N/A 9. Is required attic access shown? Yes No N/A , 10. Are all plumbing futures shown? Yes)/No N/A VID. Floor Framing. H. Are all electrical futures shown? YeNo NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes�No No N/A uplifts and connections? Yes No NIA ✓ A. Is au handler and condenser location shown? Yes No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes N/A grade of lumber and connections? Yes No N/A✓ 13. Are all smoke detectors shown? (FBC 905.2) Yes✓No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes No N/A. Have a 29"net clear door opening and handicap accessible `// route? (FBC 11-11) Yes No N/A �s CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: /2 1 Job Address: Owner of Property: C e-H Vis' Address: &J/ F4AA�Cjs At j 01,9M , f-'c. 37.233 Telephone: Legal Description::Block Number: Lot Number: S_ Zoning District: fra.,6� 6a t Contractor: �,U E0 ey is State License Number: Contractor's Address: /1,;7/ 6704,,_k_fs �_ 32733 Telephone: Fax: a-)/— Z ir/ Describe proposed use and work to be done: 14,65 117,6,07_P17A- PG0t�ic Present use of land or building(s): ,q4_-4,,y, C-•t.a_v Valuation of proposed construction: ' �c� 0o-,, 60 Is approval of Homeowner's Association or other private entity required? A If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ( YES. See Step 2 below. Approval of the Public Works Department is required prior to issu�pce of a Building Permit. Z Fc— A7'7-. 1), /t� .S`t� !'�Q�rt . pt.,t r !'�utru7 ✓tF._.er– ❑ NO. Applicant certifies that no trees will be removed for this project. [VYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: � Date: /Z Az�d I hereby certify that I have read and examined this application and know the same to,be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: kt4e4 Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: AL,C_ l A.)4-S7- Mailing -S/Mailing Address: 47f Fdk,J'�-U ALIS , 14t,4 > 3Z2-37 Telephone: Tay Fax: 24// E-Mail: AS TO OWNER: '/) Sworn to and subscribed before me this 1 �-- day of L�A, , i ,20 - State of Florida,County of Duval --/ -- Notary's Signature:. '1 UXLA- T-A - Py JENNIFER SCHLUETER /" -Pz '__ MY COMMISSION#DD 121301 personally known y?• rg; EXPIRES:May iic Zoos ❑ Produced identification ••''• �:`' goaded Thr"Netay Public underwriter Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this I `� day of 20 State of Florida,County of Duval �--- _ Notary's Signature: yrP.., JENN►FERSC►itUETER personally known K: MY COMMISSION#DD 121301 27 200,6 ❑ Produced identification y ,sa EXpIRES:MPumicunderwrners Type of identification produced "I i goaded Thru Notary 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 srL,,f CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT L. Higgins S1 800 Seminole Road Atlantic Beach,Florida 32233 .: (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # O3- Z:' 4?� Property Address: 1 R5-7 f 1 R59 F-aRSUT-"y Applicant: l�6(1-44V'T' Project: ►)Elm This permit application has been: Approved E:1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: Cc: CITY OF ATLANTIC BEACH moo_ rd� BUILDING / ZONING DEPARTMENT H. '"S S1 800 Seminole Road c j � Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # n z - z--7 c4 Z5;:� S � Property Address: Applicant: �S SqT— Project: Thi permit application has been: Approved /Tz1-z ;r;"1d 3 _ - a "Reviewed and the following items i Le Please re-shit your applica"on when these items have been completed.OIL � , / ReviewXdBy. Date: ...7y y \ i11 f s' CITY OF ATLANTIC BEACH J E FLOOD PLAIN DEVELOPMENT INFORMATION Location: /?.5-7 � Berl FoRryrV GT Type of Development: /0 1-e� Flood Zone: x Required Lowest Floor Elevation: )3 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: /Z"16 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026580 Date 7/28/03 Property Address . . . . . . FRANCIS AVE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---------------- ------------ ------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (9 04) 241-1222 ---- --------- ----------- -------- -------------------------------------------- Permit TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/28/03 Valuation . . . . 0 Expiration Date . . 1/25/04 --- - -------- --------------------- -------------- ------- ---------------------- Special Notes and Comments REMOVE 148" OF PINE TO BE MITIGATED WITH 74 " TO BE PLANTED ON SITE OR PAID INTO THE TREE FUND. Fee summary Charged Paid Credited Due -------- --------- -------- -- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND-DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 4 5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 t. Application Number . . . . . 03-00100021 Date 8/11/03 Property Address . . . . FRANCIS AVE Tenant nbr, name . . . . . . FINAL ENGINEERING PLAN RE Application description . . . SUB PRELIM PLAT REVIEW Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------- ----------------- --- -------------------- CONNELLY & WICKER, INC. JAX BEACH FL 32250 ---- ------- ------------- --------------------- ----------- -------------------- Permit . . . . . . SUB . PRELIM. PLAT REVIEW Additional desc . . Permit Fee . . . . 250 . 00 Plan Check Fee . 00 Issue Date . . . . 6/26/03 Valuation . . . . 0 Expiration Date . . 6/26/03 ---- --------- -------------- -- ----------------- ------ - ----- - ----------------- Special Notes and Comments APPROVED AS NOTED: PROVIDE INCORPORATION DOCUMENTS FOR "FRANCIS COVE III HOA" INCLUDING OFFICERS NAMES AND ADDRESSES . PER BOB KOSOY Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ------- --- Permit Fee Total 250 . 00 250 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 250 . 00 250 . 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 5 MIN. RETURN PHONE #��.�"�Y NOTICE OF CONLMENCENIENT State of Jr 1 0 1 P,+ Tax Folio No. County of )ku A-L Boc)k 11484 Page 2042 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF CONS IENCZNIENT, Legal Description of property being improved: 5''1Z, F N '/ n 1„} ' z er `r Lor l3 Address of property being improved: 1 S s-1 9.",g sy7- Ct1Z7t-eolP-Y 47-1-J-1 yr 32-2 33 General description of improvements: Go�J�-4 L T I�gs r�E�T.� � ?�K Pct caner: ,,csLtstG��'s �AR�-r,,Qr Address: 1d�! �Q�e�s �4✓F+ �r� B<,ait. Fc. 32233 er's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: sE,gG140e Address: 1 71 'Qpr,�.�G j--r ,4 Vx- A TG z?e j+ _�'�. 3223„3 Telephone No.: YoS/- 2.41-J 7,2-L Fax No: Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of.any person.making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom noticies or other documents.may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is.one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER oc# 003380106 Signed:� < ` look: 1484 Date: Before me this • day o in a County fDuv�,State Pa e- 204- Of Florida,has personally appeared- ' , Filed & Recorded Notary Public at Large,State ofFlori ounty Duval. 11/19/2003 44:17:43 pN My commission ex ices: '2- 1 JIM FULLER Personall CLERK CIRCUIT COURT ;, AMM or DUVAL COUNTY 5.D0 Produced x ;ioyg}y 121301 RECORDING 1.00 �: s- EXPIRES:May 27,2006 TRUST FUND pfr�?°r Bonded Thru Notary Public Underwriters. .... 1 \ COPP Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. January 20, 2004 Ms Donna Kaluzniak Public Utilities Director f City of Atlantic Beach t 1200 Sandpiper Lane �O Atlantic Beach FL 32233 Dear Ms Kaluzniak, Attached is a copy of the plot plan for 1857/1859 Forsyth Court. I have identified in red where we will be placing silt fencing to control erosion and sediment. Simultaneously with developing this lot, we will also be developing Lot 6. As such I have not shown any silt fence along the northern boundary of 1857/1859 Francis Court. However, I will install it if you so direct. I hope this satisfies Bob Kosoy's request that Beaches Habitat provide an Erosion& Sediment Control Plan as part of our Building Permit application for 1857/1859 Forsyth Court. Please give me a call (904-241-1222) if you require any additional information. Sincerely, r: Paul Finley Construction Manager P.O. Box 50939 Jacksonville Beach, Florida 32240 (904) 241-1222 - J-�N--12-2004 MON 07:57 AN ATL, BCH, PUBLIC WORKS FAX NO, 904 247 5843 P. 02 .......... L B jj j,' C.,, 1S(7 DEPARTMENT OF PUBLIC WOW 1.200 SANDPIPER LANE DEC 18 P003 ATLANTIC BEACH,FLORIDA 321.33-4319 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 :T�: http,//ci.atlantic-bcach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # QR> - Z-7 42,9 Applicant: be�- 4t6 Lm-�7-- I s's� ,f -- - - Address: �Mgmfnli C-t Project: �I�w lab? tz. -- Your application is approved as noted by the Public Works Department. Final 001-% - application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: MAIM V� Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach,FL 32233 in order that we can approve your application. If you have any questions please call (904)247-5834, Reviewed by Robert S. Kosoy, P.E.,Director of Public Works Date Signature Contractor Notified Date P L O T P L A N LOT 5, FRANCIS COVE THREE, AS RECORDED IN PLAT BOOK PAGES AND OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I I I i I \o��tiF X28 7S / �tI2 .0' 47.17 N`L' FFE=13.40 - -/ 11.53 N J� N 19 �I PROPOSED______ / FORSYTH o RESIDENCE COURT in N I M hP M 1100 6 40 3 1 'i O o0 47.17' _ I N89'26'08"E 96.17' -'tJs —, U n 0 T08=12.0 \CS � I � �P zCD PUBLIC DRAINAGE �O \Q) EASEMENT CIO �. G`Q P.� LOT 4 � I I o I I I I � S CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD �' ;• ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027428 Date 3/23/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ----------- ----------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . OCEAN STATE HEAT & AIR Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments PW approved per providing Erosion and Sediment Control Plan. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --- ------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 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 CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION '"-rill>%' Date: S—l e-o y Property Address: Owner: Telephone#: Contractor: Telephone #: ZYV Contractor Address: Fax In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building / or site,list the building permit number: i3 Electric ❑ Gas: _LP _Natural _Central Utility 7Y2 ❑ Oil o 3 ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK RrHeat —Space _Recessed _-**C-entral _Floor a' Residential Er'Air Conditioning: _Room Central a-'Duct System: Material Thickness ❑ Commercial Maximum capacity db6 cfm El Refrigeration D' New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _- Manlift Escalator (Number) L3 Replacement of Existing System ❑ Gasoline Pumps s (Number) ❑ Tanks (Number) Ck' New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency co^ .�., PWaO,Ti4041/ 2- HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency .TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us A,. !.rL\1 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027428 Date 3/01/04 Property Address . . . . . . 1857 FORSYTH CT Tenant nbr, name . . . . . . NEW DUPLEX Application description . . . TWO FAMILY RESIDENCE Property, Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 59503 Owner Contractor --------- -- ------------- ------------------------ BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE . P .O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ----- --- ---------- ------------------- -------- ------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . . INSTALL 13 FIXTURES Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . j . Valuation . . . . 0 ------- -- ----------------- ---------------- ---------------------------------- Special Notes and Comments PW approved per providing Erosion and Sediment Control Plan. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 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 CH ARE PART OF TH1?gK SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH �~ PLUMBING PERMIT APPLICATION Date: zr Job Address: _ G' ,` Owner of Property: elephone: --5Z c /.._ j,? .? Plumbing Contractor: Contractor's Address: Telephone: / / 2, Fax: State License Number: How many of the following fixtures (re-piped or new) - Sinks Showers / Water Lavatory Water Heaters Hose Bib Bathtubs Dishwashers 1 Sewer Urinals Disposals Other Closets _Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = j� C ' � .(Minimum Permit Fee: $35.00) Signature of Contractor: 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