Loading...
128-1 and 2 Seminole Rd (vault) 40 .,I • CITY OF l l "fteetatic 'eac( - tvuda 3 � 800 SEMINOLE ROAD - - ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 June 21, 2000 To: Jacksonville Electric Authority From: Don C. Ford, Building Official �.r Re: Electrical Service at 126-128 Seminole Road Meter #379-345-56 Please have the electric service disconnected at 126-128 Seminole Road. This structure has been condemned by the Building Official of the City of Atlantic Beach. Please take note of the above electrical meter number. Also note that the meter is on the north wall on the west end of the building. DCF/ph cc: City Manager JOB ADDRESS /2 a - / Z TYPE WORK A/C 1A/ c5X PROPERTY OWNER 4,4 22 Y 1711./Air. TELEPHONE _242 -0 03 CONTRACTOR Aiern S i/zoiti6- EPHONE 4/G-3/ /oss` PERMITNUiSBER / f5547-ss- DATE 8--q- 9 9 EYSPECTsONS:• FOOTING S- 57-9'9 SLAB 8-27- 99 TIE BEAM LINTEL NAdLING/SJ1?BEYG /o-7- 9 9 FRAMING/COVER UP / 30-99 INSULATION /2-6- 99 FINAL BUILDING ? - /7-zoo(' CERTIFICATE OF OCCUPANCY . - / 20o 6 ELECTRICAL PERMIT / �' S'O �--09 INSPECTIONS ROUGH /1- 3 o -q 9 F I N A L 3_ /7- 200 c) MECHANICAL PE MIT /9 D 69-7 0 LNSPELTiIONS ROUGH //- 3o -rs 9 FINAL 3 /7- Zci, PLUMBThNGPERMITI (?70 G - 07 INSPECTIONS ROUGH/UNDER SLAB 5)- 2 te-94 TOPOUT //-3 W4TER/SE R FINAL /1 -2000 NOTES: j sv -ACCEPTED BY DATE W - -- Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex . 9801352 F08 FLOOR 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 20:35:56 1998 Page 1 I 1-3-0 I I 1-7-0 I 1x4= 1x4= 6x6= 3x6 I I 3x6 H 1 6x6= 1 2 3 4 Ti Ti ' � —7P9 7P— i = :L BL Bl B. I� I, a f,' „ 9 8 7 12 6 //6x6= 6x8= 3x6 II 3x6 11 6x8= 6x6= I 7-4-0 I 7-4-0 Plate Offsets(X.Y): 11:0-0-8.0-1-81.f4:0-1-8.edael.14:0-0-8.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.03 8 >999 M20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.04 8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.01 5 n/a BCDL 5.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/def=360 Weight:59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SYP No.3 REACTIONS(lb/size) 10=1673/0-1-8,5=1205/0-3-8 FORCES(Ib)-First Load Case Only TOP CHORD 1-10=-1445,4-5=-1226,1-2=-1684,2-3=-2517,3-4=-1422 BOT CHORD 10-11=75,9-11=75,8-9=2517,7-8=2517,7-12=2517,6-12=2517,5-6=64 WEBS 4-6=1757,1-9=2082,3-6=-1420,2-9=-1080,2-8=479,3-7=645 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)All plates are M20 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100.0,2-3=-100.0,3-4=-100.0,10-11=-10.0,9-11=-10.0,8-9=-10.0,7-8=-10.0,7-12=-10.0,6-12=-10.0,5-6=-10.0 Concentrated Loads(Ib) Vert:8=-703 11=-703 12=-703 V. CA /•• 9,11F1 No. 1 � - i ( 0 •RIOP..44/ ' , /149781//111111111111100°`s�NAI E '\, V ; ejf 35-0-0 0 0 c 0 0 00 C r N W N ,L0 X r r CD x m 1! 8 "'I JO2 -, ( 1 4) J C 4 JO2 wii c o o D = J03 J03 10 CD v � _ 5i T08 T ■ 0 cm_ m y •■' wA rc = TO TO �o c"' cm N ) T 1 O T 1 O N N .. a 2-, = T1 1 T1 1 o n T1 2 ■ T12 T1 3 T1 3 -I CD a0 i a 3 o o > P. • a c -■ r-, — 0 v o 01 C 0 '" 0 i 01 I - I 0 o` Di r, r, co o N N a cn 3I 'off o v TOE n TO E NI NI zu!D• (p v T05 T05 00 X 0 o T04 T04 c' (4 2, T03 T03 al d ..1. o T 0 2 ., ,, T02 c W AL ,rl TO 1 1iL T• -9 E ao i►► � c, oo > e-- All i1Ll n'd L I 11 z _. t' 0 ,� c� c�g,..' H i i H H H a = to sk >>a C -� � O ■ m CO CO cn 0 NI c' �a a f- I ul n �l IQ n + 1 7 —4 0 1 7-5-4 z- -zu..„ I CO r • 35-0-0 L L v 0 0 0 C0 �•\- N GJ W N 4O - L o —I J02 , X ( 14)`�� JC4 X , J02 x co n A .1 a C J03 0 o0 oD J03 1 v , CD -4 � _ d TO8 T. . 0 of to v ' I wA 1- i = T09 TOO t`' N N T10 T10 o) 0 N V N .. c Qs = T11 T11 o 0 T12 T12 ■ T13 T13 CD D nZi m a3 s o m D P. 3 m (0 v o 0 0 0 I I m 0 I 0 0 c v m 0 m M n co a) o N N 0 3 II 1 H o v v TO6 O0 �0 TO6 Di m CO •=o TO5 TO5 CO c �^,, Q X TO4 TO4 m o 00 c 9. TO3 TO3 a1 ID c TO2 c, ,, TO2 F. (A AL TO1 _ Te m — 117-1 CB 4,. co 111„I■ A iL' I to n x 3 CO H H H _, H H i Lb O — "1 (P0 03 CO IM U 1 17-5-4 O 17-5-4 CO Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex T 6 9801351 CJ01 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:51 1998 Page 1 -1-10-10 2-9-15 I 1-10-10 2-9-15 I 4.95 F1T '/ 4 .'I opi■ 4 L O /M'' =, 2.611712- 3x4= 2-9-15 I 2-9-15 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.13 1-2 >197 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=253/0-5-11,4=26/0-1-8 Max Horz 2=169(load case 4) Max Uplift2=-376(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-49 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 001t11I I I1I IlllgN/,j„ 'i V. CAq 1PSIFIC �r y : N•. ' • :�s, ' k i ..- P . e4■ u,,,,u,,l I I I I I I I I t t t w 1 N•s Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 CJ02 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:53 1998 Page 1 -1-10-10 I 4-6-2 I 8-5-13 I 1-10-10 4-6-2 3-11-11 i4 4.95 12 2x4= 7 9 N W1 I_ _ 5 PI 3x4= O 9 co i Oil 8 1 „ 2.51112 3x4= I 4-6-2 I 8-5-13 I 4-6-2 3-11-11 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.00 2 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 2-5 >330 BCLL 0.0 Rep Stress lncr NO WB 0.35 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/def=240 Weight:36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-12 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=118/0-1-8,2=421/0-5-11,5=219/0-1-8 Max Horz 2=339(load case 4) Max Uplift4=-212(load case 2),2=-532(load case 4),5=-212(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=35,2-6=-545,3-6=-487,3-7=-63,4-7=36 BOT CHORD 2-8=460,8-9=467,5-9=486 WEBS 3-5=-458 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 4,532 lb uplift at joint 2 and 212 lb uplift at joint 5. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-6=-54.0,3-6=-54.0,3-7=-54.0,4-7=-54.0,2-8=-20.0,8-9=-20.0,5-9=-20.0 Concentrated Loads(Ib) Vert:6=61 7=-59 8=1 9=-36 \\\\\01\1\11111111I I I I I I///////// • .. GAP S No. • / � 0 _ '• '/ O • 10 r."41 ''''''�f S o N A l 1 E N G'``` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 J01 ROOF TRUSS 6 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:55 1998 Page 1 -1-4-0 2-0-0 I 1-4-0 2-0-0 7.00 12 =' dAdi' 3.50 12 1 3x4% 2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress Ina- YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(load case 2),2=251(load case 4) Max Grav3=34(load case 3),2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard tttl.tlIIIIR AI? ,.•••••. c% �eQ�Gf�(IFIC' No.4: 'p • •F `,sONAILtt ``` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex P i 9801351 J02 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:50:58 1998 Page 1 -1-4-0 2-0-0 1-4-0 2-0-0 7.00 12 4__000000001p ' 411 Fik4 3.50 1 12 1 3x4% 2-0-0 � 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.04 1-2 >460 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=23/0-3-8,2=179/0-4-0,4=20/0-1-8 Max Horz 2=174(load case 4) Max Uplift3=-40(Ioad case 2),2=-251(load case 4) Max Grav3=34(load case 3),2=179(load case 1),4=20(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=34,2-3=-45 BOT CHORD 2-4=4 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 251 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard VV CAA. 4• : ;G • ONAr`tE` ,, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex r l 9801351 J03 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:00 1998 Page 1 I -1-4-0 4-0-0 1-4-0 4-0-0 '/ 7.00 12 '/ i 0 f350 _ 3x4"-% I 4-0-0 I 4-0-0 LOADING(pat) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.05 1-2 >345 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/def=240 Weight:16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=84/0-3-8,2=239/0-4-0,4=38/0-1-8 Max Horz 2=254(load case 4) Max Uplift3=-139(load case 2),2=-254(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=34 BOT CHORD 2-4=9 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 3 and 254 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard V. CAq ... OPSI•...F.■.IC t2�� • r :fig ,,,,,Fi°ONA�L E� Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex T 9801351 J04 ROOF TRUSS 14 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:02 1998 Page 1 1 -1-4-0 1 6-0-0 I 1-4-0 6-0-0 N 7.00 Fli N ��1 4�( ■ i 3.50171i- 1 0 3x4"-= I 6-0-0 I 6-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 1-2 >133 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/dell=240 Weight:22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS(lb/size) 3=144/0-3-8,2=307/0-4-0,4=58/0-1-8 Max Horz 2=338(load case 4) Max Uplift3=-235(load case 2),2=-266(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=59 BOT CHORD 2-0=13 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 3 and 266 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ``p`U'IIIIIIIIIIIAll/l i/ a v. Cry I"��'����i ..• actF1 •/ - Q Gr , : No. 1 _ O IIVONAL t‘40\ n"I1IIIlII11I1tI1IIt,,0 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex r 9801351 T01 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:05 1998 Page 1 -1-4-0 j 3-5-13 I 6-4-0 10-9-0 ) 14-0-4 j 17-5-4 I 1-4-0 3-5-13 2-10-3 4-5-0 3-3-4 3-5-0 4x4= 3x4= 3x4= 2x4 I 5 T� 6 7 PI ray.pu. 1 7.00 12 2x4= PPM Me 6 A/7 . /I all B2 E' :1 10 9 8 6x8= 6x6= m • i We 11 12 13 14 a F1 _ 3x4% 3.50 12 4x4 I 3-5-13 I 6-7-0 ( 10-10-12 I 14-0-4 I 17-5-4 I 3-5-13 3-1-3 4-3-12 3-1-8 3-5-0 Plate Offsets(X,Y): [2:0-4-9.0-0-5].[4:0-2-0.0-2-41.[9:0-3-0.0-3-8],[10:0-5-4.0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (IOC) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.12 2-10 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) -0.09 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-3-15 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-4-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 8=676/0-3-8,2=893/0-4-0 Max Horz2=363(load case 3) Max Uplift8=-516(load case 3),2=-754(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=38,2-3=-1989,3-4=-1744,4-5=-1573,5-6=-1493,6-7=-26,7-8=-89 BOT CHORD 2-11=1694,11-12=1736,10-12=1773,9-10=1512,9-13=668,13-14=646,8-14=641 WEBS 3-10=-183,4-10=648,5-10=67,5-9=-234,6-9=1005,6-8=-910 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 516 lb uplift at joint 8 and 754 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-5=-54.0,5-6=-54.0,6-7=-54.0,2-11=-20.0,11-12=-20.0,10-12=-20.0,9-10=-20.0,9-13=-20.0, 13-14=-20.0,8-14=-20.0 Concentrated Loads(lb) Vert:11=-135 12=-59 13=-12 14=-9 \``\\\\\\\tee 1 111 I I i l l 111111// No. 4: 4 F 4S11 Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex r ■ 9801351 T02 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:07 1998 Page 1 -1-4-0 i 4-5-13 I 8-4-0 12-8-14 17-5-4 1-4-0 4-5-13 3-10-3 4-4-14 4-8-6 4x4= 3x4= 2x4 I I ill 1 5T2 6 n 51 2 W3 7.00 FY 4= 4 W5 Ini final 9 8 5x5= 5x5= N Y O V 101 44. ■ Cif 3.50 12 3x4% 3x4 I 8-5-8 f1-0-.1 17-5-4 8-5-8 0-6-12 8-5-0 Plate Offsets(X.Y): 14:0-2-0.0-2-4].19:0-3-4.0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.13 2-9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.17 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.09 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-10 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz 2=443(load case 3) Max Uplift7=-485(load case 3),2=-568(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1670,3-4=-1320,4-5=-1112,5-6=-29,6-7=-116 BOT CHORD 2-9=1464,8-9=1111,7-8=638 WEBS 3-9=-291,4-9=408,5-8=635,5-7=-828 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 485 lb uplift at joint 7 and 568 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard oQQ,.• liFIC•• • -, $.-.. : E- 4 .■5 i* k%,„„„„„„,i0,00 ONAL tx• ,`• Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex A r 9801351 T03 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:10 1998 Page 1 -1-4-0 5-5-13 10-4-0 17-5-4 1-4-0 5-5-13 4-10-3 7-1-4 5x5= 2x4 II 0i 7.00 I 12 tit 1x4= ii 7 5x5= 3 foS 3x4% 3.50 FIT 3x4 8-8-14 I 17-5-4 � 8-8-14 8-8-6 Plate Offsets(X.Y): [4:0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.33 2-7 >624 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.10 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-4 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-13 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=526(load case 3) Max Uplift6—521(load case 3),2=-531(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1483,3-4=-1108,4-5=0,5-6=-188 BOT CHORD 2-7=1315,6-7=641 WEBS 3-7=-311,4-7=848,4-6=-819 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 531 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \\\\\\\\\\\\tt t 6 h I I I ICI IIII I l I .,• 4�S1FIC • •yam I i% ■ *. ' `, • • A-, / P . FSSNNAIEa qN/ullllll I I1111111�11�„ Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex I 9801351 T04 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:12 1998 Page 1 -1 4-01 6-5-13 I 12-4-0 17-5-4 1-4-0 6-5-13 5-10-3 5-1-4 5x5= 2x4 II 7.00 12 1x4 7 r';:5x5= rn N 0 3x4=-- 6 3.50171i 3x4 I 8-8-14 17-5-4 I I 8-8-14 8-8-6 Plate Offsets(X.Y): 14:0-3-0.0-2-41 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >623 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft=240 Weight 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 on center puffin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6,4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=610(Ioad case 3) Max Uplift6=-554(load case 3),2=-499(Ioad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1400,3-4=-1073,4-5=0,5-6=-134 BOT CHORD 2-7=1244,6-7=368 WEBS 3-7=-303,4-7=956,4-6=-627 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing at joint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 lb uplift at joint 6 and 499 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 00IItI I l l l 11/11111////i �1 CA • ��IFI •• • Q Cr r , No. f / _ i° „t„ , , . - , _ O RIO�P:•• 441 F`�SNN�AL E��',•`` ///f////111III II111111\v, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T05 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:15 1998 Page 1 1-1-4-01 5-2-6 9-9-3 1 14-4-0 1 17-5-4 1-4-0 5-2-6 4-6-13 4-6-13 3-1-4 4x4= 4x4= iiMMII•Fl 3x4 i 7.00 3 • 1x4= y in 5x5 9 = �- r•- N O 3x4% 3x8 7 3.50 12 2x4 11 8-8-14 1 14-4-0 1 17-5-4 1 8-8-14 5-7-2 3-1-4 Plate Offsets(X.Y): [4:0-1-8,0-1-8].[5:0-2-0.0-2-4].[6:0-1-12.0-2-4].[8:0-2-7.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.12 9 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.33 2-9 >620 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl=240 Weight:114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-10 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7 REACTIONS(lb/size) 7=635/0-3-8,2=718/0-4-0 Max Horz 2=693(load case 3) Max Uplift7=-592(load case 3),2=-460(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1504,3-4=-1138,4-5=-227,5-6=-194,6-7=-607 BOT CHORD 2-9=1332,8-9=808,7-8=0 WEBS 3-9=-298,4-9=807,4-8=-817,5-8=-94,6-8=562 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Bearing atjoint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 592 lb uplift at joint 7 and 460 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1 V tIIICAR,,,,' ��Q�04PTIFIC C No. 4: f - i f , - •F 40- ''''' ,.-YoNAL t1%, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex . 9801351 T06 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:18 1998 Page 1 r1-41 5-10-6 11-1-3 16-4-0 17-5 1 1-4-0 5-10-6 5-2-13 5-2-13 1-1-4 3x4-= 7.00 12 2x4 I I 5 • 5x5 i 1x44 4 • i.. 8 ro 5x5= cL 3x4=1--- 7 3.50 12 3x4 I 8-8-14 16-4-0 17-5 1 8-8-14 7-7-2 1-1-4 Plate Offsets(X.Y): [4:0-2.8.0-3-0].15:0-2-0.0-2-51 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.18 2-8 >999 BOLL 0.0 Rep Stress'nor YES WB 0.46 Horz(TL) -0.10 7 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/def=240 Weight:97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-7,4-7 REACTIONS(lb/size) 7=631/0-3-8,2=722/0-4-0 Max Horz2=777(load case 3) Max Uplift7=-627(load case 3),2=-426(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1638,3-4=-1271,4-5=-112,5-6=-18,6-7=-148 BOT CHORD 2-8=1419,7-8=615 WEBS 3-8=-309,4-8=957,4-7=-790 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)7,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 lb uplift at joint 7 and 426 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard op1f ttrIIIllItIlq /„\ CAgj fi Q��V j /* / .........,_. • ' : 4,-C• OF f'40NAI E� Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T07 ROOF TRUSS 4 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:20 1998 Page 1 I1-4-9 6-1-10 I 11-7-11 1 17-5-4 1-4-0 6-1-10 5-6-1 5-9-9 7.00 12 2x4 I I 5x5 i 1x4 -n 7 rl- Ln 5x5= N 0 e 3x4=---- 6 3.50 12 3x4 8-8-14 I 17-5-4 1 8-8-14 8-8-6 Plate Offsets(X.Y): [4:0-2-8.0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 2-7 >625 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) -0.09 6 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:99 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-11-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-12 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-6,4-6 REACTIONS(lb/size) 6=635/0-3-8,2=718/0-4-0 Max Horz 2=815(load case 3) Max Uplift6=-658(load case 3),2=-394(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=18,2-3=-1430,3-4=-1083,4-5=-0,5-6=-155 BOT CHORD 2-7=1270,6-7=456 WEBS 3-7=-303,4-7=911,4-6=-682 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing atjoint(s)6,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 658 lb uplift at joint 6 and 394 lb uplift at joint 2. 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard a` ., �P'(I FIC • •2' • N•. , jr c :��. ' * L i if 1 4r 46- u,,,,,r r,r r l r l I I l l t t t,,,,,,,,,�, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T08 ROOF TRUSS 2 1 ' TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Mon Nov 23 21:51:24 1998 Page 1 I -1-4-0 1 3-3-13 6-0-0 I 9-8-9 13-5-3 17-5-4 1-4-0 3-3-13 2-8-3 3-8-9 3-8-9 4-0-1 4x5= 3x4= 4x5= 3x5 I I 12 5 13 T214 6 15 16 7 NI A I- 1)/2 W3 W4 W5 W6 7.00 FT 2x4= N N W1 • 10 17 18 9 19 20 21 3 5x8= 3x4= 3x6= m - e, K 11 3x6% 3.50 12 I 6-1-8 I 11-7-10 I 17-5-4 I 6-1-8 5-6-2 5-9-10 Plate Offsets(X.Y): [4:0-3-0.0-2-4],[7:0-1-8.0-2-12].[8:0-3-8.0-1-8].[10:0-5-4.0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.37 9-10 >561 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) 0.27 9-10 >759 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) -0.27 11 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-3-9 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-1 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 11=1339/0-3-8,2=1171/0-4-0 Max Horz 2=345(load case 3) Max Uplift11=-1597(load case 3),2=-1317(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-3234,3-4=-3252,4-12=-2882,5-12=-2881,5-13=-2519,13-14=-2519,6-14=-2519,6-15=-130,15-16=-130,7-16=-130,8-11=-1339,7-8=-281 BOT CHORD 2-10=2801,10-17=2885,17-18=2884,9-18=2883,9-19=1998,19-20=1998,20-21=1998,8-21=1998 WEBS 3-10=132,4-10=1219,5-10=-3,5-9=-511,6-9=754,6-8=-2076 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)Bearing at joint(s)11,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1597 lb uplift at joint 11 and 1317 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0,2-3=-54.0,3-4=-54.0,4-12=-54.0,5-12=-54.0,5-13=-54.0,13-14=-54.0,6-14=-54.0,6-15=-54.0,15-16=-54.0,7-16=-54.0, 2-10=-20.0,10-17=-20.0,17-18=-20.0,9-18=-20.0,9-19=-20.0,19-20=-20.0,20-21=-20.0,8-21=-20.0 Concentrated Loads(lb) Vert:4=-153 7=-90 10=-237 8=-38 12=-90 13=-90 14=-90 15=-90 16=-90 17=-38 18=-38 19=-38 20=-38 21=-38 \\\"eeltl l l I I IIIIIII/////i V. CA .• ((SIFI h MkNo. � O "///III I l l l l l ltttttt, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T09 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:13 1998 Page 1 -1-4-0 4-3-13 8-0-0 12-8-10 17-5-4 1-4-0 4-3-13 3-8-3 4-8-10 4-8-10 4x4= 3x4= 3x5 I I A2 6 _ W2 W3 W3 7.001712- 2x4= W1 82 Q 8 7 5x8= 3x5= L7 Syp N O ' _ CL 9 3x4% 3.50 12 8-1-8 17-5-4 8-1-8 9-3-12 Plate Offsets(X.Y): [4:0-2-0.0-2-4].j6:0-1-8.0-2-12J.17:0-3-0.0-1-8].[8:0-5-4.0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.16 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.12 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-14 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-9 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz2=429(load case 3) Max Uplift9=-481(load case 3),2=-572(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1731,3-4=-1414,4-5=-1202,5-6=-86,7-9=-631,6-7=-123 BOT CHORD 2-8=1509,7-8=871 WEBS 3-8=-243,4-8=442,5-8=373,5-7=-891 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 481 lb uplift at joint 9 and 572 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard \\`\\`\' I\UU"IIIIII IIIIllgl/4'//,', <c*V. CAgq Q; tIFIC • 4 i 'o• OF • • ,S0NAL t ��`` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex r,9801351 T10 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:15 1998 Page 1 -1-4-0 1 5-3-13 I 10-0-0 13-8-10 17-5-4 1-4-0 5-3-13 4-8-3 3-8-10 3-8-10 4x4= 3x4= 3x5 I I diMIIIIIIIi 7.00 FIT 2x4= c ...,:___w___..z. —P'"--- 8 , 3x5= 5x8= v 0 or ci, 3.50 12 8 9 3x4% 10-1-8 I 17-5-4 I 10-1-8 7-3-12 Plate Offsets(X.Y): (4:0-2-4.0-2-4],(6:0-1-8,0-2-12].[8:0-5-4.0-2-8) LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.10 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.26 2-8 >778 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-8 on center purtin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-5 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz2=512(load case 3) Max Uplift9=-507(load case 3),2=-546(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1654,3-4=-1165,4-5=-957,5-6=-30,7-9=-631,6-7=-96 BOT CHORD 2-8=1462,7-8=598 WEBS 3-8=-428,4-8=311,5-8=468,5-7=-745 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 9 and 546 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard NI.......... /, // •P'1IFIC .y N.. , I, . *: �• f • e„,.......`fioNAL EN -%,,r,,,,IllIIlllltt,,,,,.•` Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex ' 9801351 T11 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:16 1998 Page 1 -1-4-0 i 6-3-13 I 12-0-0 17-5-4 1-4-0 6-3-13 5-8-3 5-5-4 4x8= 3x5 II IL": IIMMI I I I I I I M 2 7.00171-i 3x4 i 7 3x4== 55= Y N M 8 1x4 II _� _. 9 3x4% 3.50 12 6-3-13 ) 12-1-8 17-5-4 6-3-13 5-9-11 5-3-12 Plate Offsets(X.Y): 13:0-1-12.0-1-8].14:0-6-0.0-2-41.15:0-1-8.0-2-121.[1:0-3-4.0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.13 8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.12 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.09 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:93 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-3 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(Ib/size) 9=631/0-3-8,2=722/0-4-0 Max Horz2=596(Ioad case 3) Max Uplift9=-539(load case 3),2=-514(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1672,3-4=-857,4-5=-36,6-9=-631,5-6=-132 BOT CHORD 2-8=1434,7-8=1428,6-7=690 WEBS 3-8=137,3-7=-686,4-7=535,4-6=-792 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 539 lb uplift at joint 9 and 514 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard `011111IIIIllIllq/p NJ= - : No. s I ii .7". , U , F .,;RIOP'���. `sONAAL VA`0% °• -4kmun IIIIIllllflllw Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T12 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:17 1998 Page 1 -1-4-0 7-3-13 14-0-0 17-5-4 1-4-0 7-3-13 6-8-3 3-5-4 4x8= 3x5 II 7.00 FIT 3x4 i 3x4 7 5x = O s 1x4 11 3x4% 3.50 12 9 7-3-13 j 14-1-8 17-5-4 7-3-13 6-9-11 3-3-12 Plate Offsets(X.Y1: [3:0-1-12.0-1-81.[4:0-6-0.0-2-41.15:0-1-8.0-2-121[7:0-3-4.0-2-8) LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.15 2-8 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) -0.11 9 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-5 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-15 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-9 REACTIONS(lb/size) 9=631/0-3-8,2=722/0-4-0 Max Horz 2=679(load case 3) Max Uplift9=-576(load case 3),2=-476(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1613,3-4=-598,4-5=-5,6-9=-631,5-6=-46 BOT CHORD 2-8=1380,7-8=1371,6-7=447 WEBS 3-8=168,3-7=-869,4-7=520,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)9,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 lb uplift at joint 9 and 476 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard tllllllllllll %& . CARA 44r€0.0,1 FIC' No. 4: f • 11 /■ `. ,SDIVAL t-1‘ ,,,,Ill I l l I I l Iltttt, Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex , 9801351 T13 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:19 1998 Page 1 1-1-4-0I 5-9-1 I 10-10-9 16-0-0 117-5-41 1-4-0 5-9-1 5-1-7 5-1-7 1-5-4 4x4= 7.00 12 3x5 I I I r 5x5 ui r 1x4 rt 8 r 3x5= � 5x5= I r v ,� 3x4% i o 8 10 3.50 12 3x4--"--- • 8-4-9 I 16-1-8 07-5.1 8-4-9 7-8-15 1-3-12 Plate Offsets(X.Y): [4:0-2-8.0-3-0].[5:0-2-0.0-2-4].[6:0-1-8.0-2-12].[8'0-3-4.0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.25 8-9 >814 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.25 8-9 >821 BCLL 0.0 Rep Stress lncr YES WB 0.42 Horz(TL) -0.43 10 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-7 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-4 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-10 REACTIONS(lb/size) 10=631/0-3-8,2=722/0-4-0 Max Horz2=763(load case 3) Max Upliftl0=-619(load case 3),2=-433(Ioad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1661,3-4=-1323,4-5=-223,5-6=-114,7-10=-631,6-7=-302 BOT CHORD 2-9=1439,8-9=851,7-8=115 WEBS 3-9=-283,4-9=534,4-8=-734,5-8=204 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M20 plates unless otherwise indicated. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)Bearing at joint(s)10,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 lb uplift at joint 10 and 433 lb uplift at joint 2. 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 00tttltl iIIIIIII////o% Q�• (IFIC 7' •.....r..-- •._. I* lir ' �`• <ORIQ'`� Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T14 ROOF TRUSS 22 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:20 1998 Page 1 r1-4-q 6-1-10 11-7-11 17-5-4 1-4-0 6-1-10 5-6-1 5-9-9 7.00 12 3x411 5x5 1 x4� i 3x5% 7 V � 3x4 o e, 3.50 12 8 3x41:- 8-10-11 17-5-4 8-10-11 8-6-9 Plate Offsets(X.Y): [4:0-2-8.0-3-0].[5:0-1-4.0-2-01.16:0-2-12.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.12 2-7 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.19 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.15 8 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft=240 Weight:95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-3 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-8 on center bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS(lb/size) 8=631/0-3-8,2=722/04-0 Max Horz 2=815(load case 3) Max Uplift8=-649(load case 3),2=-403(Ioad case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=35,2-3=-1627,3-4=-1251,4-5=-123,6-8=-631,5-6=-125 BOT CHORD 2-7=1409,6-7=769 WEBS 3-7=-329,4-7=560,4-6=-718 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)Bearing at joint(s)8,2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 lb uplift at joint 8 and 403 lb uplift at joint 2. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ttllCA19 �SIFIC •/� • * N•. r : G , t f a • r 'SONAL E1' Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex , 9801351 T15 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:22 1998 Page 1 -1-4-0 2-0-0 I 6-4-0 1-4-0 2-0-0 4-4-0 4x8= 2x4 I I 7 4 T2 rr mr Ws 7.00 12 o i B2 - T1 B1 " - in 6 8 5 4 1 4x4= L o o . 4x4= 3.50 12 1 3x4% I 2-1-8 I 6-4-0 2-1-8 4-2-8 Plate Offsets(X.Y1: [3.0-6-0.0-2-41.16:0-2-0.0-2-81 LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.01 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress lncr NO WB 0.09 Horz(TL) 0.01 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl=240 Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=155/0-1-8,2=174/0-4-0 Max Horz 2=63(Ioad case 3) Max Uplift5=-104(Ioad case 3),2=-143(Ioad case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=12,2-3=-347,3-7=0,4-7=0,4-5=-65 BOT CHORD 2-6=285,6-8=298,5-8=298 WEBS 3-6=153,3-5=-303 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless otherwise indicated. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 5 and 143 lb uplift at joint 2. 9)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 1)Regular Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-19.1,2-3=-19.1,3-7=-19.1,4-7=-19.1,2-6=-7.1,6-8=-7.1,5-8=-7.1 Concentrated Loads(Ib) Vert:3=-33 4=-17 5=-17 6=-41 7=-17 8=-17 \ !1111111111,,, ,,,' P-( ..�Q G , No. .,FsSOt R��P�,.G`�k, rllllllll I I I 1 111111\\\\ Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex 9801351 T16 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:24 1998 Page 1 -1-4-0 2-8-8 � 6-4-0 1-4-0 2-8-8 3-7-8 5x8= 2x4 I I 7.00 RT cc .4? 5 ' 4x4= 4x4= � =' 3.50 12 1 3x4 2-10-0 6-4-0 2-10-0 3-6-0 Plate Offsets(X.YI LOADING(psf) SPACING 0-8-8 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/deft=240 Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=79/0-1-8,2=109/0-4-0 Max Horz2=74(load case 3) Max UpliftS=-61(load case 3),2=-109(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=6,2-3=-147,3-4=0,4-5=-33 BOT CHORD 2-6=128,5-6=130 WEBS 3-6=58,3-5=-135 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 5 and 109 lb uplift at joint 2. 8)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard oOttittiniliimok NI CA es-ef,,-riFie• . No.4: / • ` •F !► •. ORIO.•• o �t trONAILtECG�,,, Job Truss 'Truss Type Qty Ply Armstrong Properties-Seminole Duplex t < it 9801351 T17 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:25 1998 Page 1 -1-4-0 I 2-3-12 6-4-0 1-4-0 2-3-12 4-0-4 11 1;1 7.00 12 - 3x4 2 rn ,1, W2 ,...,4000,011■.............._ _ �/ 4x4= 3x4= 1 0 3x4% 3.50 1 12 I 2-2-0 6-4-0 2-2-0 4-2-0 Plate Offsets(X.Y): 13:0-1-12.0-1-8J.16:0-2-0.0-2-4] LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=23/0-1-8,2=77/0-4-0,5=29/0-1-8 Max Horz2=85(load case 4) Max Uplift4=-36(load case 4),2=-65(load case 4),5=-15(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=-126,3-4=9 BOT CHORD 2-6=103,5-6=90 WEBS 3-6=44,3-5=-92 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 4,65 lb uplift at joint 2 and 15 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 'o' OF • NAL Job Truss Truss Type Qty Ply Armstrong Properties-Seminole Duplex • • 4 9801351 T18 ROOF TRUSS 2 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226 4.0-32 s Jun 9 1998 MiTek Industries,Inc. Tue Nov 24 04:08:26 1998 Page 1 -1-4-0 2-9-8 6-4-0 � 1-4-0 2-9-8 3-6-8 i( 101 7.00 12 3x4 rn W2 1�:( 1N 6 ( 4x4= 3x4= // 3x4% 3.50 12 2-7-12 6-4-0 2-7-12 3-8-4 Plate Offsets(X.Y): 13:0-1-12.0-1-81.16:0-2-0.0-2-41 LOADING(psf) SPACING 0-5-12 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 6 >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 1-2 >999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/deft=240 Weight:29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 4=20/0-1-8,2=77/0-4-0,5=32/0-1-8 Max Horz2=85(load case 4) Max Uplift4=32(load case 2),2=-65(load case 4),5=-19(load case 4) FORCES(lb)-First Load Case Only TOP CHORD 1-2=8,2-3=116,3-4=8 BOT CHORD 2-6=93,5-6=82 WEBS 3-6=41,3-5=-86 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,10 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 4,65 lb uplift at joint 2 and 19 lb uplift at joint 5. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard ••.••.•..•R,� •P(IFIC • y *: S f ' !'•••.�•M,oP•G�\`` ,r°UNALt� •�� 0 ALL 0cj CITY OF - • ,411cfstic /teach-6tacuda Office of Building Official I REQUEST FOR INSPECTI ,1 Date l .. 3 '-0 Z_ _ Per 't Time A.M. Received pM, / a7' �� �- 1 Job Address Locality Owner's Name Contr to0/"" 0 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Li Footing ❑ Roug ring ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ,Top Out Heating Insulation ❑ Lintel IT Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTI Mon. Tues. Wed. Friday `rry': Inspection Made /ra — 3 - O 2_- A.M. P.M. Inspector l _ . Final Inspection ❑ ��((,,,�� Certificate of Occupancy❑ �JVtV �C�Q-LL. L',¢- fi Date Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Seminole Duplex BUILDER: Armstrong Construction AND ADDRESS : PERMITTING CLIMATE OFFICE : ZONE: 11_1 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Multi-Family 3 . If Multifamily-No. of units 3 . 2 4 . If Multifamily, is this a worst case (yes/no) 4 . No 5 . Conditioned floor area (sq. ft . ) 5 . 3370 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. 0 . 0sgft Y . 00sgft b. Tint, film or solar screen 8b. 0 . 0sgft 4:;2O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 150 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 , 752 . 50 sqft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=19 . 00, 2200 . 00sgft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 314 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 2293 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13 .Cooling system 13 . Type : Central A/C 4l C ( SEER: 10 . 50 14 .Heating System: 14 . Type : Heat 15 .Hot water system: 15 . (4- vy�pe : Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . MZ HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 98 .40 a. Total As_Built points 19a. 59339 . 57 b. Total Base points 19b. 60305 . 06 I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARE p. .-4/V/(6/ & -- compliance in accordance with Section DATE: y-d)�` J / 553 . 908 F.S . I hereby certify at this building is in compliance w - e )ri.a Energy Code . 1 �.eOWNER/AGENT: P" BUILDING OFFICIAL: DATE : s - 7 DATE : ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable s, crack (includes sliding glass doors) . • Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . • ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* __= BASE === I === AS-BUILT =__ GLASS ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS N 130 . 00 65 . 8 8554 . 0 DBL CLR N 42 . 0 38 . 3 . 96 1544 .3 DBL CLR N 20 . 0 38 . 3 . 95 731 .5 DBL CLR N 6 . 0 38 . 3 . 94 216 . 0 DBL CLR N 6 . 0 38 . 3 . 80 184 . 9 DBL CLR N 20 . 0 38 . 3 . 95 731 .5 DBL CLR N 30 . 0 38 . 3 . 90 1030 .3 DBL CLR N 6 . 0 38 . 3 . 86 196 . 9 E 152 . 00 65 . 8 10001 . 6 DBL CLR E 54 . 0 79 . 7 . 95 4106 .5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 DBL CLR E 54 . 0 79 . 7 . 95 4106 .5 DBL CLR E 22 . 0 79 . 7 . 88 1543 . 0 S 132 . 00 65 . 8 8685 . 6 DBL CLR S 42 . 0 66 . 2 . 94 2613 .6 DBL CLR S 8 . 0 66 . 2 . 92 485 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 .6 DBL CLR S 6 . 0 66 . 2 . 63 249 . 9 DBL CLR S 20 . 0 66 . 2 . 93 1234 .6 DBL CLR S 30 . 0 66 . 2 . 83 1648 .4 DBL CLR S 6 . 0 66 . 2 . 74 293 . 9 W 208 . 00 65 . 8 13686 .4 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 . 9 DBL CLR W 54 . 0 79 . 7 . 97 4178 .3 DBL CLR W 20 . 0 79 . 7 . 95 1520 .9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 DBL CLR W 30 . 0 79 . 7 . 90 2151 . 9 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 40, 927 . 60 33 , 261 . 90 I 39, 397 . 57 NON GLASS AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS Ext 2200 . 0 . 9 1980 . 0 Ext Wood Frame 19 . 0 2200 . 0 . 90 1980 . 0 Adj 314 . 0 . 7 219 . 8 Adj Wood Frame 11 . 0 314 . 0 . 70 219 . 8 DOORS Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 Adj 36 . 0 2 .4 86 .4 Adj Wood 36 . 0 2 . 40 86 .4 CEILINGS UA 1985 . 0 . 6 1191 . 0 Under Attic 30 . 0 2293 . 0 . 60 1375 . 8 FLOORS Slb 150 . 0 -37 . 0 -5550 . 0 Slab-on-Grade . 0 150 . 0 -41 . 20 -6180 . 0 Rsd 752 . 5 -4 . 0 -3002 . 5 Rsd Wood-Pier/Post 19 . 0 752 . 5 -1 . 10 -827 . 8 INFILTRATION 3370 . 0 8 . 0 26960 . 0 Practice #2 3370 . 0 8 . 00 26960 . 0 TOTAL SUMMER POINTS I • 55 , 390 . 63 I 63 , 255 . 82 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 55 , 390 . 63 . 37 20, 494 . 53 1 63 , 255 . 82 1 . 00 1 . 100 . 320 . 950 21, 152 .75 WINTER CALCULATIONS ******************************************************************************* __= BASE ___ 1 === AS-BUILT =__ GLASS ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 130 . 00 -10 . 6 -1378 . 0 DBL CLR N 42 . 0 7 . 3 1 . 06 325 . 0 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 6 . 0 7 . 3 1 . 09 47 . 7 DBL CLR N 6 . 0 7 . 3 1 . 29 56 .4 DBL CLR N 20 . 0 7 . 3 1 . 07 155 . 9 DBL CLR N 30 . 0 7 . 3 1 . 15 251 . 9 DBL CLR N 6 . 0 7 . 3 1 . 21 53 . 0 E 152 . 00 -10 . 6 -1611 . 2 DBL CLR E 54 . 0 -9 . 2 . 86 -428 .5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 DBL CLR E 54 . 0 -9 . 2 . 86 -428 . 5 DBL CLR E 22 . 0 -9 . 2 . 67 -135 . 6 S 132 . 00 -10 . 6 -1399 . 2 DBL CLR S 42 . 0 -28 .4 . 97 -1161 . 0 DBL CLR S 8 . 0 -28 . 4 . 96 -218 . 9 DBL CLR S 20 . 0 -28 .4 . 97 -551. 0 DBL CLR S 6 . 0 -28 . 4 . 71 -121 . 0 DBL CLR S 20 . 0 -28 .4 . 97 -551. 0 DBL CLR S 30 . 0 -28 . 4 . 92 -781 . 0 DBL CLR S 6 . 0 -28 .4 . 84 -143 . 1 W 208 . 00 -10 . 6 -2204 . 8 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 54 . 0 -9 . 2 . 91 -453 .3 DBL CLR W 20 . 0 -9 . 2 . 86 -158 . 7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 .7 DBL CLR W 30 . 0 -9 . 2 . 72 -198 .7 . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 3 , 370 . 00 622 . 00 . 813 -6 , 593 . 20 -5, 358 . 30 -5, 230 . 88 NON GLASS AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS Ext 2200 . 0 2 . 2 4840 . 0 Ext Wood Frame 19 . 0 2200 . 0 2 . 20 4840 . 0 Adj 314 . 0 3 . 6 1130 .4 Adj Wood Frame 11 . 0 314 . 0 3 . 60 1130 .4 DOORS Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 Adj 36 . 0 11 . 5 414 . 0 Adj Wood 36 . 0 11 . 50 414 . 0 CEILINGS UA 1985 . 0 1 . 2 2382 . 0 Under Attic 30 . 0 2293 . 0 1 . 20 2751 . 6 FLOORS Slb 150 . 0 8 . 9 1335 . 0 Slab-on-Grade . 0 150 . 0 18 . 80 2820 . 0 Rsd 752 . 5 1 . 0 722 .4 Rsd Wood-Pier/Post 19 . 0 752 . 5 1 . 90 1429 . 8 INFILTRATION 3370 . 0 7 . 4 24938 . 0 Practice #2 3370 . 0 7 .40 24938 . 0 TOTAL WINTER POINTS 30 , 895 . 50 I 33 , 584 . 87 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 30, 895 . 50 . 55 16 , 992 . 53 1 33 , 584 . 87 1 . 00 1 . 100 . 466 . 950 16 , 354 . 82 . ******************************************************************************* WATER HEATING ******************************************************************************* __= BASE === __= AS-BUILT =__ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 6 3803 . 0 22 , 818 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 21, 832 . 00 ******************************************************************************* SUMMARY ******************************************************************************* __= BASE === === AS-BUILT =__ COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 20494 . 5 16992 . 5 22818 . 0 60, 305 . 06 21152 . 7 16354 . 8 21832 . 0 59, 339 .57 ***************** * EPI = 98 .40 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I X- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X---- I AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 I -X I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I ` I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving features --. ; , for the Florida Energy Code have been installed in this ho -i � 4, Builder / �r Address : Signature :, Date : 9 /c- 7 City/Zip Florida Energy Code for Building Construction - 19' Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 I X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Double Clear I X I INSULATION R-10 R-30 Ceiling R-Value 30 . 0 I XI R-0 R-7 Wall R-Value 18 . 0 I XI R-0 R-19 Floor R-Value 15 . 8 I X AIR CONDITIONER 10 . 0 SEER 17 . 0 SEER/EER 10 . 5 I -X I 9 . 7 EER 16 . 0 HEATING SYSTEM 1 6 . 8 HSPF 12 . 0 Electric COP/HSPF 7 . 3 1 I 0 . 78 AFUE 0 . 90 Gas AFUE 0 . 00 I '' I WATER HEATER 0 . 88 0 . 96 Electric EF 0 . 92 I X I 0 . 54 0 . 90 Gas EF 0 . 00 I I 0 .40 0 . 80 Solar EF I I OTHER FEATURES I certify that these energy saving feature r -d .r th- Florida Energy Code have been installed in this ou,4 Builder Address : Signature : f Date : ?-'/S 4 5 City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 • 44 , SEMINOLE DUPLEX HVAC LOAD ANALYSIS for Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 Carrier Five Star Residential and Light . . . Commercial HVAC Loads Prepared By: Andy Bryan Ocean State Heating &Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 9-23-98 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C N7fu Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 2 Project Summary Design Data Project Name: Seminole Duplex Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH • Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 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. Wednesday, September 23, 19 R;'VAC-Residential&Light Commercial HVAC Loads Program ,;. Elite Software Development,Inc. Ocean State Htg&A/C �1f� Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 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 406 13,251 0 17,905 17,905 80 Glass Door Double Clear Glass Metal Frame 216 7,048 0 15,640 15,640 10D Door Wood Solid Core 76 1,201 0 716 716 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,200 5,940 0 3,247 3,247 13C Part R-11 + 1/2" Gypsum(R-0.5) 314 636 0 452 452 16G Ceiling R-30 Insulation 1,986 2,950 0 2,950 2,950 201 Floor Over Open Crawl Carpet + R-19 752 1,624 0 578 578 22A Slab on Grade No Edge Insulation 150 5,468 0 0 0 Subtotals for structure: 6,100 38,118 0 41,488 41,488 Active People: 8 0 1,840 2,400 4,240 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 Ductwork: 0 3,083 0 5,117 5,117 Infiltration: Winter CFM: 475.4, Summer CFM: 211.3 698 23,530 7,365 4,880 12,245 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 56,285 Temperature Swing Multiplier: X1.00 Building Load Totals: 64,731 9,205 56,285 65,490 Check Figures Total Building Supply CFM: 2558 CFM per square foot: 0.759 Square feet of room area: 3,370 Square feet per ton: 553.234 Building Loads Total heating required with outside air: 64,731 Btuh 64.731 MBH Total sensible gain: 56,285 Btuh 86 % Total latent gain: 9,205 Btuh 14 % Total cooling required with outside air: 65,490 Btuh 5.457 Tons (based on sensible + latent) 6.091 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. - Wednesday, September 23, 1998 I R)IVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C ;, A• Seminole Duplex Neptune Beach,FL 32266-1798 9-23-98 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 202 6,593 0 8,254 8,254 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,101 2,973 0 1,625 1,625 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,030 0 20,047 20,047 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,540 0 2,489 2,489 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 348 11,766 3,681 2,439 6,120 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 27,375 Temperature Swing Multiplier: X1.00 System Load Totals: 32,336 4,601 27,375 31,976 Check Figures Supply CFM: 1,244 CFM per square foot: 0.738 Square feet of room area: 1,685 Square feet per ton: 568.745 System Loads Total heating required with outside air: 32,336 Btuh 32.335 MBH Total sensible gain: 27,375 Btuh 86 Total latent gain: 4,601 Btuh 14 % Total cooling required with outside air: 31,976 Btuh 2.665 Tons (based on sensible + latent) 2.963 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. Wednesday, September 23, 1998 F;HVAC-Residential&Light Commercial HVAC Loadi Program :41 * Elite Software Development,Inc. 1 Ocean State Htg&A/C Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 5 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 204 6,658 0 9,651 9,651 80 Glass Door Double Clear Glass Metal Frame 108 3,524 0 7,820 7,820 10D Door Wood Solid Core 38 601 0 358 358 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,099 2,967 0 1,622 1,622 13C Part R-11 + 1/2" Gypsum(R-0.5) 157 318 0 226 226 16G Ceiling R-30 Insulation 993 1,475 0 1,475 1,475 201 Floor Over Open Crawl Carpet + R-19 376 812 0 289 289 22A Slab on Grade No Edge Insulation 75 2,734 0 0 0 Subtotals for structure: 3,050 19,089 0 21,441 21,441 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,543 0 2,628 2,628 Infiltration: Winter CFM: 237.7, Summer CFM: 105.6 350 11,764 3,684 2,441 6,125 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 28,910 Temperature Swing Multiplier: X1.00 System Load Totals: 32,396 4,604 28,910 33,514 Check Figures Supply CFM: 1,314 CFM per square foot: 0.78 Square feet of room area: 1,685 Square feet per ton: 538.547 System Loads Total heating required with outside air: 32,396 Btuh 32.396 MBH Total sensible gain: 28,910 Btuh 86 Total latent gain: 4,604 Btuh 14 % Total cooling required with outside air: 33,514 Btuh 2.793 Tons (based on sensible + latent) 3.129 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. IICI Wednesday, September 23, 1998 Ocean State Residential Light Commercial HVAC Loads Program ._� Elite Software Developmer ole Duplex 9-23-98 Neptune Beach,FL 32266-1798 ----------- Page 6 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run CIg Clg CIg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys ' No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Gathering 324 10,162 132 0-0 8,265 1,228 376 1.25 470 376 Room (R} 2 Dining 193 3,964 51 0-0 1,568 550 71 1.00 71 71 Room (right) 3 Kitchen/Powd 175 3,864 50 0-0 2,651 402 121 1.00 121 121 er (R) 7 Bedroom 3 210 3,090 40 0-0 3,676 547 167 1.25 209 167 (right) 8 Bath 2 175 528 7 0-0 432 0 20 1.00 20 20 (right) 9 Bedroom 2 170 2,618 34 0-0 1,760 547 80 1.00 80 80 (right) 10 Master Bath 193 1,281 17 0-0 778 63 35 1.00 35 35 (right) 11 Master Suite 245 6,829 89 0-0 8,245 1,264 375 1.05 394 375 (right) System 1 Totals 1685 32,336 420 27,375 4,601 1,244 1,399 1,244 Main Trunk Size: 14x16 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.665 86%/14% 27,375 4,601 31,976 Recommended: 2.963 77%/23% 27,375 8,177 35,552 System #1 Equipment Data Heating System Cooling System Wednesday,September 23, 1998 iHVAC-Residential&Light Commercial HVAC Loads Program ,: Elite Software Development,Inc. 1 Ocean State Htg&A/C AC Seminole Duplex Neptune Beach, FL 32266-1798 9-23-98 Page 7 Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Clg Clg Cig Zone Cig Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 4 Gatherin g 324 10,138 132 0-0 8,954 1,221 407 1.25 509 407 Room (L} 5 Dining 193 4,086 53 0-0 2,091 568 95 1.35 128 95 Room (left) 6 Kitchen/Powd 175 3,856 50 0-0 2,980 400 135 1.25 169 135 er (L) 12 Bedroom 3 210 3,084 40 0-0 3,675 546 167 1.25 209 167 (left) 13 Bath 2 (left) 175 528 7 0-0 432 0 20 1.00 20 20 14 Bedroom 2 170 2,611 34 0-0 1,759 546 80 1.20 96 80 (left) 15 Master Bath 193 1,280 17 0-0 778 63 35 1.00 35 35 (left) 16 Master Suite 245 6,813 88 0-0 8,241 1,260 375 1.05 393 375 (left) System 2 Totals 1685 32,396 421 28,910 4,604 1,314 1,559 1,314 Main Trunk Size: 20x12 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.793 86%/14% 28,910 4,604 33,514 Recommended: 3.129 77%/23% 28,910 8,635 37,545 1 Wednesday, September 23, 1998 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: / a 1 5J 2 S/,�. 4 / /O L f j'Z', OWNER: 0< /f-/z / /7 L //UN ( [vr 1. Determine Occupancy Classification of the structure. Select occupancy classification p 3 which most accurately fits the use of the Building. (Chapter B3) [� 2. Determine actual physical properties of building. [V( a. Determine building area each floor. (Area definition Chapter B2) [ b. Determine grade elevation for building. (Grade definition Chapter B2) / c. Determine building height in feet above grade. (Height definition Chapter B2) [tor d. Determine building height in stories. (Story definition Chapter B2) [‘-'r e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [Kr f. Determine percent of exterior openings per floor. /2 t a►, o [I( 3. Determine minimum Type of Construction necessary to accommodate proposed structure. oliPg (Chapter B6) [v]' a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) Vr b. Check allowable height and area increases permitted. (Chapter B5) [4 4. Check detailed Occupancy requirements. (Chapter B4) [A7 5. Check detailed Construction requirements [✓r a. Fire Protection of Structural Members (Chapter B6 &Table B600) G/1' b. Fire Protection Requirements (Chapter B7 and Table B700) [vr c. Means of Egress Requirements (Chapter B10) [vr d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [✓r 6. Review design as related to standards. (Chapters B16- B26) [4 7. Check other requirements as necessary. [✓j' a. Construction projecting into public property(chapter B32) [v( b. Elevators and conveying systems (Chapter B30) [y]��� c. Sprinklers, standpipes and alarm systems (Chapter B9) [vt � d. Use of combustible materials on the interior (Chapter B8) e. Roofs and roof structures (Chapter B15) [v] f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other (O 2 6 9 , CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date n , By: 6-Cr-- C . Don C. Ford, Building Official don/sb.1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address } i 6 - 2 JF el / NDcC' a 0, Date 1-' 9' L " 1 / Heated Square Footage 1(20 � @ $ 1 per sq ft = $ Garage/Shed 35-6 @ $ Av por sq ft = $ aoCr- Carport/Porch ___�_ -Al__cv �r per sq ft = $ S U; ,1 (�i Deck V =f'` per sq ft = $ Patio (19" @ S per sa *_t = S 0 r 010 TOTAL VALUATION : S 87,/ S"O© e - S-00 2 C,o. 00 $ 260 Total Valuation 1st $ 5-0) 00 O 3 IS-0 0 i 3---1._. t o o s /.1-2----- Remainina Value $ ooper thousand orY portion thereof TOTAL BUILDING FEE $ 41/2 + 1/ 2 Filing Fee $ )-06 (0) Fireplaces @ $15 . 00 $ —a BUILDING PERMIT FEE $ (/ ? ,00 WATER IMPACT FEE $ S-30. 0 0 SEWER IMPACT FEE S /.23-0 , 00 WATER METER/TAP S ..S .5-7 0 0 CAPITAL IMPROVEMENT S 3 2 57 0a SEWER TAP S --CO - 9 Ol RADON (HRS ) . 0050 S 4170 `.237- SECTION H PAVING ( ) $ --0— HYDRAULIC SHARES $ —0 —CROSS CONNECTION $ 3S 0D ' OS ?1 SURCHARGE . 0050 S °/,2(e / /•0 OTHER $ GRAND TOTAL DUE $ I -9817, 1y ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimminaPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 12 - t S f M 1 AJO LE i.0 Date 1-' Xt. " 19 Heated Square Footage i1e4 S- @ $ . • 1 per sq ft = $ Garage/Shed 36-Co @ S Jd pot- sq ft = $ dr aoLt- Carport/P o r c h ____.`_�_ �per sq ft = $ i1Sr- r Deck V +,,f'S„ per sq ft = $ Patio 4W" @ 5 per sq ft = S 4o TOTAL VALUATION: S O p 7/ SOO — I' "4 ,� 00 260. 00 $ 264 Total V�luation 1st $ SO) O 3_ -1- ir0t7 / s'°i iov $ /5-2-- Remaining Value $ . oOper thousand off portion thereof TOTAL BUILDING FEE $ L//2 + 1/2 Filing Fee $ )..O (o (Q) Fireplaces @ $15 . 00 $ —0 -- BUILDING PERMIT FEE $ ? ,0O WATER IMPACT FEE $ ,5"'3O,®O SEWER IMPACT FEE $ /.23-0, 00 WATER METER/TAP $ S—.2 S.: O CJ CAPITAL IMPROVEMENT S 3 2 57 at SEWER TAF S r-O 9' O) RADON (HRS) .0050 a 44701.2.3-- SECTION H PAVING ( ) $ —0— HYDRAULIC SHARES $ —d — CROSS CONNECTION $ 3S- D0 9c!.57 7 SURCHARGE . 0050 S °1'.2(+ /!•03 OTHER $ GRAND TOTAL DUE $ 1 )-98. 1? ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH I DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18555 Address: 126?-2 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: 87,500.00 Parcel Number: Improv. Cost: 87,500.00 _ OWNER INFORMATION 1 Date Issued: 7/26/1999 Name: HUNT, LARRY Total Fees: 3,297.99 Address: 126 SEMINOLE ROAD Amount Paid: 3,297.99 ATLANTIC BEACH, FL 32233 Date Paid: 7/26/1999 I Phone: (000)000-0000 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS RADON/990/SCHG-2057 CONTRACTOR(S) - 1 APPLICATION FEES ARMSTRONG CONSTRUCTION PERMIT 618 1 .00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.26 SCHARGE/ATL.BCH. 1.03 _.-_----,. ......- --A ispections.Requited- i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: 1/99 -___t"'---\����,�,y Date: r: WEND 81 Receipt: 3297799.C._. Total Payment ATLANTIC BEAC BUILDING DEPT. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, H, III, and IV. I. C LOCATION Street Address: l 5� n 1 OF BUILDING Intersecting Streets: Between Sethi, 2)t And �-4-) r'F►I'�.fC '� Sub-division II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical n Contractors Contractor (Print) t(yam ( C. X1414 Master o 3o Name of Property owner Signature of Owner / Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON a.- Electric THIS BUILDING OR SITE? y ❑ Gas—❑ LP ❑ Natural 0 Central Utility ❑ Oil IF YES, GIVE NUMBER OF CONSTRUCTION PERMIT I C 5i 4 ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) L�_Y' Residential or Li Commercial C Heat ❑ Space ❑ Recessed Control a Ffoor IV' New Building D'Air Conditioning: ❑ Room Control M1 ,to/ ❑ Existing Building ❑ Duct System: Materiel � e� Thickness " ❑ Replacement of existing system Maximum capacity !3S0 c.f.m. LI New ilssiallaiion(No sysiem previously installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity ❑ Fire sprinkler: Number of heads -- ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Received) • ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel ❑ {oiler Permit Approved by Date ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION FQUIPMFNT y Number Unita Description Model Number Manufacturer ) �A.�y 1 ,mil east f P rt-1 J 403(0 ocx) OA,/n 3 v Pc--1 MAdADSCv n/-yn� j — R _ HEATING - FURNACES, BOILERS, FIREPLACES Number Unita Description Model Number Manufacturer (BTU) Approving ECTU) Agency TANKS Row Many Nominal Dimity Type Liquid Nuns of Serial Approving Contained Manufacturer No. Agency ci 107 CITY OF y4 li 1lwJic Beac -Vatic& / Office of Building Official �f � REQUEST FOR SPE ON `�7O 2 Date O 9- 3 `j /Q Permit No. il PPC 1 G 6 Time �y : 2 q A.M. Received / / P.M. /;1 (a' - 2 �i�ri F d( Job Address Locality Owner's Name a el s 7-(z0 to /3/4)/l1 Contractor 6 ` Y BUILDING CONCRETE ' ELECTRICAL PLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Q`A M Wed. 9 Thurs. Friday PM.4.Inspection Made Q 2— — 7 P.M. Inspector III i • �._,/�.ii Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION I LOCATION INFORMATION Permit Number: 19070 Address: 12$-2 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: 87,500.00 Parcel Number: Improv. Cost: OWNER INFORMATION 1 Date Issued: 11/02/1999 Name: HUNT, LARRY Total Fees: 47.00 Address: 126 SEMINOLE ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/02/1999 Phone: (000)000-0000 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACtOR1 . , APPLICATION FEES ,: FLORIDA WEATHER INC. PERMIT 47.00 NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 88 Date: 11/82!93 81 Receipt:: 8888251 ATLANTIC BEACH BU LDIN EPT. CASH 88188883221888 BUILDING AND ZONING INSPECTION DIVIS1 CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: 'eT^ ,� o. J3}e,j OF Intersecting Streets: Between S QY"�� � � And -A La► 4 c BUILDING Sub-division_ --- II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor (Print) €e .(n`OV Master l.r� '`asp • Name of ) jj Property Owner ` .,(/� - - 1.1L41.4-- / `�r/h5}-rt'- Signature of Owner Signature of or Authorized Agent Architect or Engineer GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON OVElectric THIS BUILDING OR SITE? VI c) ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT t ❑ Other — Specify IV. MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back off,this form) ^Ir/� Residential or ❑ Commercial • Heat ❑ Space ❑ Recessed kV Central 0 Floor Ltd' New Building a--Air Conditioning: ❑ Room IY Central ❑ Existing Building ❑ Duct System: Material I a �Tjhicckknness____. LI Replacement of existing system Maximum capacity - t/.�+'' ic c.f.m. a 4 e insiaiiaiion(No system previously installed) O Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. ❑ Fire sprinklers: Number of heads -- ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS S?ACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) ( «ved) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Date_ ❑ toilers • Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approving Number Unite Description Model Number Manufacturer (Tons) AllMney �■s si • 10,Tlac,3rd PRy 3 CS F I M 0- >1 ra�31� Pay r<f PavAcL- HEATING - FURNACES, BOILERS. FIREPLACES _ Number Units Description Model Number Manufacturer S U)r 7 TANKS Row Many Nominal Capacity Type Liquid Name of Serial Approving and Dimensions Contained Manufacturer No. Agency YL � • CITY OF nn1� // f'Y � /3 'q Office of Building Official \\,------- REQUEST FOR INSPECTION �� �.SJ / / ,f Permit Z.Tate (o A.M. -` / /219 Time P.M. Received { + — /// � ocality / Job Add Owner's 1 '. Ld • tractor _ MEC AL Name L E RICAL PLUMBING CONCRETE ❑ Rough ❑ Air Cond. & ❑•_ ❑ Rough Wiring ❑ Heating ��. ,� Footing Pole ❑ Top Out ❑ ❑ Slab ❑ Temp ❑ Sewer ❑ Fire Place Insulation Roofing ❑ Final Pre Fab Insulation ❑ Lintel READY FOR INSPECTI• Friday P.M. Wed. Tues. Mon. GJ �j / fin - ?— A.M. ! P.M. Inspection Ma l/ Final Inspection ❑ t Certificate of Occupancy ❑ Inspector Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION -__ LOCATION INFORMATION Permit Number: 18706 Address: 126-1 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR, SECTION 1 Est. Value: 87,500.00 Parcel Number: 605 lmprov. Cost: OWNER INFORMATION Date Issued: Name: HUNT, LARRY Total Fees: 53.VV Address: 126 SCIVIINOLE ROAD Amount Paid: 53.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/24/1999 Phone: (000)000-0000 r Work Desc: 1 SINK, 2 LAV, 2 TUBS, 3 CLOSETS, 1 WTR HTR, 1 WASHING MACHINE CONTRACTOR(S) - __' APPLICATION"FEES JAMES JOLLY PLUMBING PERMIT $53.50 Inspections Required:-° NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. • PA E D '_ 11i3.50 14 Date: 8/24/99 81 Receipt: 8882481 2443 NTIC BEAC BUILDING D PT. 081a0a83221688'� of Atlantic Bch. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: S e r'1 /r 0 At.4 /04 ' I OWNER OF PROPERTY: 4y.7-71- TELEPHONE NO. PLUMBING CONTRACTOR J q y,rr,S n, jc.)(l y /)► IA L. '/ CONTRACTOR' S ADDRESS : Hog 0W/A S (1°1 x Accd r7/ STATE LICENSE NUMBER: CT Co c/Voz,o TELEPHONE: a.///-9 C. 3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 3 LAVATORY 1 WATER HEATERS a BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : // x $3 . 50 + $15 . 00 .5 .-Sd MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: VO A 4 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 sle0-rii # jog , CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18707 Address: 128-2 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR SECTION 1 Est. Value: 87,500.00 Parcel Number: lmprov. Cost: OWNER INFORMATION Date Issued: 3/01/1999 Name: HUNT, LARRY Total Fees: 53.50 Address: 126 S MI BEACH, FD 32233 Amount Paid: 53.50 Date Paid: 8/24/1999 Phone: (000)000-0000 Work Desc: 1SINK 3 LAV 2 TUBS 3 CLOSETS 1 WTR HTR 1 WM CONTRACTOR(S) I APPLICATION FEES JAMES JOLLY PLUMBING PERMIT 53.50 Inspections Required. NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $53.58 14 /, f Date: 8/24/99 81 Receipt: 8882481 CHECKS A NTIC BEACH UILDING 881809t3221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: Q�'i u� /de -2 gay/1410/6 � OWNER OF PROPERTY: /41, ELEPHONE NO. PLUMBING CONTRACTOR J0yInCs /J Loo /471w /1,751/4/j/c- CONTRACTOR' S ADDRESS: /,2 g ►./t/ 0214 s' j y / /7/ STATE LICENSE NUMBER: C-PC'u ifigaJ TELEPHONE: cW, pK)3 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 3 LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 3 CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : /f x $3 . 50 + $15 . 00 J.-3-SC) MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: A i�/ 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COV RING UP - (904) 247-5834 c,,4,,.-/ F it ' N.01 Dec-29-98 11 :23A -• - • CITY OF ATLANTIC BEACH. FLORIDA q Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ( 19 IMPORTANT NOTICE: 15.4 IN CONSIDERATION OF PERMIT GIVEN FOR R DO ING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WOR ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION., WHICH ARE A PART HEREOF, AND IN CORDAN' E WITH THE E • TRICAL REGULATIONS, CODES AND CITY U:. ATLANTIC BEACH ORDINANCES. �` .- 1,t4}i NkC112-1 L I 1 4 i 01/11 / ... 3-44H _1_,W ICI 114-1 ELECTRICAL FIRM: M T ' ELECTRIC' • l _. 'T - .• : , , _■ NAME 71)11-4412-, •• Ira ' AD a RESS:J4- I 432AA1 11k)O. .I2 LRFD BOX BLDG.SIZE ( oo e- {t BETWEEN:act( RES.(_.Y APT. ( ) COMM.( ) PUBLIC( ) INDUS. ( ) NEW(-T OLD( ) REW.( 1 ADDITION ( I TRAILER I I TEMP. ( I SIGNS ( 1 SO. FT. SERVICE: NEW(L 1 INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE <291 AMPS ;50 COPPER ( I ALyM. (c�[ MITCH OR BREAKER I C) AMPS I PH ' w ts I 'VOLT, 3� RACEWAY EXIST.SERV.SIZE AMPS 1 PH W I VOLT' RACEWAY FEEDERS NO. SIZE !NO. SIZE NO. SIZE I E ' LIGHTING OUTLETS CONCEALED I I OPEN ; TOTAL RECEPTACLES I CONCEALED J OPEN 1 TOTAL 0.30 AMPS. 31.100 AMPS. swrTCM ES INCANDESCENT �— FLUORESCENT&M. V. FIXED 0.100 AMPS. ' OV[R I APPLIANCES I ,1 BELL'MANSE. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICU L HEAT: KW-HEAT . 0.1 I 1 OVER I MOTORS H.P. VOLTAGE PHS NO. 1 HS- VOLTAGE PHS MISCE .NEOUS '=;u101101111MiI�__� Mi.4?T7 IBIRM, 1M_r - ,)-tit as4 'AA-x--) . TRANSFORMERS: UNDER 600 V. I OVER 600 V. T NO. I KVA NQ. 1KVA NO.NEON TRANSF. ,NO. VA. MA. MOTOR SIZE j SWITCH FLASHER EACH SIGN ( , .,.^_� _ _ 1 FORWARDED S TOTAL FEES I - ' jt' -41 ;Dil S R 1 CITY OF ATLANTIC BEACH, FLORIDA (Vg8 ,?‘ Approv.d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- 190 IMPORTANT NOTICE: ? )� cS c IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE WE HEREBY AGREE TO PERFORM • % ARK IN ACCORDAN E WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF ND IN A CORDANCE WIT ''THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINA ES. —. 1k()Le_ ELECTRICAL FIR M:(� MASTER EL CTRICIAN SIGNATURE JOU YMJ,( -'1 NAME I el.Q .. i ADDRESS:) 5e44414ii eA7-_ RFD BOX BLDG.SIZE 00 BETWEEN: RES. (- 1 APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW ( OLD ( ) REW. l ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEEW.V INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE Plc AMPS I 50 COPPER ( 1 ALUM. (-'j SWITCH OR BREAKER I Q AMPS PH 3 W _)'- 1 VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 0.30 AMPS. 31•100 AMPS. SWITCHES • INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. OVER APPLIANCES BELL TRANSF. 4 AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS •.''�! y r' mri. two U.�C_ LLB{Ci2 1 TRANSFORMERS: UNDER 600 . I I I OVER 600 V. • NO. KVA NO. KVA NO. NEON THANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES ` 4n//tI /./5`` CITY OF I /� -"fI Office of Building Official REQUEST FOR INSPECTION Date r / 7 - c U Permit No. Time A.M. Received P.M. / .2 6 _.51G/7/,v0Ler- Job Address Locality Owner's 4 j ti -sr 2 C i`��9 6 Name Contractor /"r / BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing -- Rough Wiring ❑ Rough C Air Cond. & Re Roofing Slab Temp Pole ❑ Top Out .- Heating Insulation Lintel - Final ❑ Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Oft Friday PM. A.M. Inspection Made _P.M. Inspector Final Inspection ❑ 0 �f c / /� n /� p Certificate of Occupancy ❑ / WE = ,57 / ? t C uU),C Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18554 Address: 12.-1 SEMINOLE ROAD Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Bcok: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR, SECTION 1 Est. Value: 87,500.00 Parcel Number: 605 Improv. Cost: 87,500.00 OWNER INFORMATION Date Issued: 7/26/1999 Name: HUNT, LARRY Total Fees: 3,298.24 Address: 126 SEMINOLE ROAD Amount Paid: 3,298.24 ! ATLANTIC BEACH, FL 32233 Date Paid: 7/26/1999 Phone: (000)000-0000 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS/RADON-990/SCHG-2057 • CONTRACTOR(S) T T� APPLICATION FEES ARMSTRONG CONSTRUCTION PERMIT 618.00 WATER IMPACT FEE 530.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 4.70 RADON CAB 5% 0.25 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 9.26 SCHARGE/ATL.BCH. 1.03 A., .-.------- -Inspections Required _ NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: WENDY DV Date: 8/©4/99 99 81 Receipt: 3298.?4 Total Payment ATLANTIC BEACH BUILDING DEPT. CITY OF ,�� Atlantic Beads-4loz Office of Building Official REQUEST FOR INSPECT N / rVr J Permit No.S(— Z 6, ?Date Time A.M./ t Received P.M. Job Addr=•s ocality Owner's did ��� .ontractor ._ .1 //. L��f1r Name - BUILDING CONCRETE EL ri RICAL PLUMBING' M ANICAL Framing Footing Rough Wiring ❑ Rough ID Air Cond.& ❑ g ❑ Temp Pole ❑ Top Out ❑ Heating In sulation ❑ Lintel Roofing CI Li ❑ Final El Sewer ❑ Fire Place 111 n Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. P.M. Inspection Made r...- �� Final Inspection ❑ Inspector Certificate of Occupancy❑ Date nn //3CITY OF /� riVida& �-42Io, idd Office of Building Official REQUEST FOR INSPEC ION ‘-.-4/Date erm' o. l 6S5 Time A.M. Received P �' /(22— . `� \ i / •y - . Job ddress Loca ty Owner's /14%1� '6---11.7./4.- ..,Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING HANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out _ Heating Insulation El Lintel ❑ Final ❑ Sewer _ Fire Place ❑ Pre Fab READY FOR INSPECTION M. Tues. `` Wed. Friday P.M. J'.. 9 Q A.M. / J P.M. w,�L / Final Inspection ❑ Certificate of Occupancy Li Date /� / Beach-CITY OF //�� 411a 4 Office of Building Official REQUEST FOR INSPECTION Date /2/3/c7 Permit No. /eL5_G. Time A.M. Received P.M. C/// ri Job Address Locality Owner's ,L'.�/�j� �//�'''�" Altr-7:01 ..,5 �!/2/ ��',,,///rrr Name /J !/ ( / Contractor • 4(3y�r'!!3 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing 0 Rough Wiring Li Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel H Final ET Sewer ❑ Fire Place ❑ Pre Fab \ READY FOR INSPECTION �J Mon. / Tues. Wed. Thurs. Friday �P1R" � ::.2)) Inspection Made ) a A.M.A.M.P.M. i Inspector [ i = _,1: Final Inspection ❑ Certificate of Occupancy CT Date CITY OF iltia ztic &wit-41I Office of Building Official REQUEST FOR INSPECTION Permit No. 8Y Date � 1 SS Time A.M. Received / / P.M. °� V1 ‹ ./(4(XI©C—� D Job Address Locality ,`/ Owner's `41�" Contractor A(m 7 /r Name �''��to BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring C Rough ❑ Air Cond. & ❑ 9 n Top Out ❑ Heating Insulation Roofing ❑ Slab Temp Pole i= Sewer ❑ Fire Place ❑ Insulation ❑ Lintel Final Pre Fab READY FOR INSPECTION A.M. Tues. Wed. • Friday P.M. �✓ C} .M. J / P.M. Final Inspection ❑ Certificate of Occupancy Date CITY OF 411a Beach-410414 Office of Building Official REQUEST FOR INSPECTION Permit No. Date = Time A.M.-.M. Received ✓ _ /i Locality Job Address / Owner's 1/ T t / ` Contracto �� Name pLUMBI CHANICAL BUILDING CONCRETE ELECTRICAL Rough ❑ Air Cond. & ❑ ❑ Footing ❑ Rough Wiring ❑ g ❑ Heating Cond. Framing ❑ Temp Pole ❑ Top Out ❑ Re Roofing ❑ Slab ❑ Sewer ❑ Fire Place Insulation mtel ❑ Final Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday PM' Mon. C _ s i A.M. Z P.M. Inspection Made Final Inspection ❑ Irr► �.- - -/�',= Certificate of Occupancy❑ Inspector � Date CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION' j LOCATION'INFORMATION Permit Number: 19069 Address: 126-1 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 ' Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FMLY(ATT) Lot(s):605 Block: Section: 1 Square Feet: Subdivision: SALTAIR, SECTION 1 Est. Value: 87,500.00 Parcel Number: 605 Improv. Cost: _ OWNER'-INFORMATION F Date Issued: 11/02/1999 Name: HUNT, LARRY Total Fees: 47.00 Address: 126 SEMINOLE ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/02/1999 Phone: (000)000-0000 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRAS -' .. °'"" =APPLICATION FEES FLORIDA WEATHER INC. PERMIT 47.00 Tn►sPecticrns Required"- NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (47.88 14 r� C.` Date: 11/82/99 81 Receipt: 8888251 ATLANTIC BEACH BUILDING DEPT. CASH 88188883221888 1 . CIT OF 4� /3.. -1 - 3. iP Y ce of :uilding Of ' tal REQUEST FOR IN •ECTION �����-�� Date /I - 29- 5 9 /LlO‘Jc/-20 Time P ik7 Qum Received ��--�►► aP -- A.M. Permit No. O d- M. 2 Job A•,ress al Owner's l ocality Name / //4 . 1�j� Name At Contr. for '4_/.41111 CONCRETE Footing • ECT�� •UIMBIN+�� ` M ANICA Re Roofing ❑ Flab •`'• "iring ou h Re Roofing ❑ Temp Pole ❑ g Air on.. ❑ Lintel ❑ Final p Out Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. A Wed. Thurs. Friday GlitH Inspection Made * d 9 " A.M. Inspector �f P.M. .ice Final Inspection ❑ Certificate of Occupancy ❑ Date te TRANSMITTAL DOCUMENT FOR JEA DATE: *30 .99 The following permits have passed "rough" inspection: Permit No. Address /7S o r 1 - /$ yo 9 -- •; / Eas crse cecsex:oismx:E:bCS-t :=1:aya:esxxcrscd ex�sszni;ts. Please update your records accordingly. Yo . - •ILDI. G LE. CITY OF ATLANTIC :EACH /vcb • • 612677 • MAN6HOWING SURVEY OF—sr PARCEL"A" THE NORTH 25.00 FEET OF THE WEST 85.00 FEET OF LOT 605 SALTAIR SECTION 1 AS RECORDED IN PLAT BOOK 10. PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA TOGETHER WITH THE EASTERLY 25.00 FEET OF BELVEDERE STREET NOW CLOSED BY ORDINANCE 65-86-13. INCLUDED IN THE WESTERLY PROJECTION OF THE NORTHERLY AND SOUTHERLY LINES OF THE ABOVE DESCRIBED. BEING SUBJECT TO A 5.00 FOOT UNOBSTRUCTED EASEMENT OVER THE WESTERLY 5.00 hhhT FOR DRAINAGE UTILITIES AND SEWERS AND PEDESTRIAN PURPOSES AND A 10.(X) FOOT EASEMENT FOR ROAD PURPOSES OVER THE EASTERLY 10.00 FEET BE Lye De RE 51-RE ET ( MY PLAT > w 000 x r. / ClucE Ul 25.00 O SET 're" 9 0 tbN O1 1: 'IL 14ou DIVE 90. p, vE ‘S P 44 0 V,4410 u140001i7 is vcT i0 AS!MauT Rai. EAST tiRLY 25 or ORa"tuaLs uTt.67 tS, 13QL411OriZE STREET S btDls,a.%AU GLosSo OY otDmuAVCTc — pTh PuiPOS%S 31 OIL!.• 1.10.1. • 'La• 13 NA* Q4e■,. %08S ( l.l. P4S /1/ m t.,• tPO.RGi L C 0 n n-• 0 a, RECEIVED Z-s 1 o¢ r Y Q 0 • O V N`(Lfi • ; o MAR 2 2 2000 o Tees N O (Is/ 0 4cocA�E l J 6ity of 3 f G'.c E�E�J . Q ✓Building gtlantic and Zoning (Iz.45\ 3 I- 0 • L o-7 x.0 4 .1 ,/ 2 0 u 0 Leo STY ALC. . 1 r K 11.x. 7. 4 1---- a aj •• 00 DeC%dE • 65 e" o Qalatis..rr Poi. Rea o Pt,tPOSES a0 • • 9O. zo BAS!V1tU7 Di Ito PO ;O Q SGT 11z PvR pose'5 S 1Qou Pert Y-GeT uT . • ZS.00 ►aa�o •N NOTES: Lot 1.22 Lo-* t.21 Lot l.Zo 1. This is a boundary survey. 2. Flood zone x as best ascertained from Flood Insurance Rate Map, community panel no.t:ects•ooat dated 4.rt•tas 3. This survey is not a determination of ownership NOTE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY 4. Business license #6470 THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. I HEREBY CERTIFY TO: ■■ tS oays.LoPe¢s 1uc. ,PtoOLQS etT coM■ V%aRY III GUK . STewaCT TITLS 4v•Ra,u11 cotlpAwi THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 Surveyors, nC, MI FLORIDA ADMINISTRATION CODE. 2866 MANGROVE AVE. FLOI DA REGISTERED SURVEYOR NO 4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 DATE FEF3Ru AR'+ 24 z000 *-1(..45 - t SCALE: t-4 2 0 THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED 612677 MA1.4.03HOWING SURVEY OF ,,,, PARCEL"B" THE SOUTH 25.00 FEET OF THE WEST 85.00 FEET OF LOT 605 SALTAIR SECTION 1 AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA TOGETHER WITH THE EASTERLY 25.00 FEET OF BELVEDERE STREET NOW CLOSED BY ORDINANCE 65-86-13, INCLUDED IN THE WESTERLY PROJECTION OF THE NORTHERLY AND SOUTHERLY LINES OF THE ABOVE DESCRIBED. BEING SUBJECT TO A 5.00 FOOT UNOBSTRUCTED EASEMENT OVER THE WESTERLY 5.00 FEET FOR DRAINAGE . UTILITIES AND SEWERS AND PEDESTRIAN PURPOSES AND A 10.00 FOOT EASEMENT FOR ROAD PURPOSES OVER THE EASTERLY 10.00 FEET g'ELVE DEKE STZEE—T vs,' PLAT >/i w o,>c) C¢uL1 -- ----�c 3E1 Iz .. FQOV DIVE . L lROU PtDE 4. 44"10 N ZS.00 N 1644-10 _ o 0 J � lS Pt¢ C►L P PtTV ESTER%"( ZS ' ow kJ u°SSTRvCTSC; 1 3EL4EOER.E STREET E All He►,]T WOE C,LO SeP a ( oEO1u�JL.E oRA►uAI.E , UT►u►T►ES uo. L.S• $u'cy. SEwtES • PloGSTR1A ,U \ i 1:1.... VQRVOS!'S 13.1 O.Z rs • EO 941b�- - to$5 J� 11.V I`P PACLCiL 0 ri,,„:, 0 0 . o RECEIVED 0 0 =.STVR•I. 0 W r 24 v .,YL 0 r s pjcR 2 2 2000 r S1ot..IL. - o MILS . -•et 0 1 4 F ELSN/ • 0O City of Atlantic Beach lZ QO, o a " and Zoning L01 t.o1.� 1 a 0 I W �. Ia3 r 4 v ZJ J 2uo SZY l 3 ISAtt,ou-f ..• u --'► 1 �- Mai 0 12.0 11. N a•--; • .... Dal,/ , , ' - N.to EASCr1E\IT /• • " ^ Zo EASrar1E►aT FbR Mb AC; •�SET X. v VOW- RCOo DuRVoStS b ....•, O • ,•,T PvEVosES rou.,ti l - Z 5 .o0•• • (-CvT. •.. • � 1 NOTES: L.DT ►,z2 LOT t...'Z.l ►.vT Ci7 c 1. This is a boundary survey. 2. Flood zone X as best ascertained from Flood Insurance Rate Map, community panel no.■socon•ec":1 dated 4•11•gS 3. This survey is not a determination of ownership NOTE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY 4. Business license #6470 THAT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE yUBLIC RECORDS OR FACILITIES OF THIS COUNTY. I HEREBY CERTIFY TO: H' o OS'4ULOpEQS ,►.,� • PEOPLES 4/1'5.7 C oMHVU1TY Saute. STEW otT TITL . .. l.UOR A►JT'f C o!'iP J f THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT Marvin . Banks TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 Surveyors, nc. FLORIDA ADMINISTRATION CODE. :l�..e/L %/!..r......- 2866 MANGROVE AVE. FLORIDA REGISTERED SURVEYOR NO 4470 JACKSONVILLE, FLORIDA 32246 Marvin R. Banks (904) 641-2520 DATE Fa SRO A2 ' 24 _ 7D 46 1 LAS-2. SCALE: I'. -.. z c THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED I - .M :•. CITY OF �; /4teafetec 'eac% - Qaieda 800 SEMINOLE ROAD _ ATLANTIC BEACH,FLORIDA 32233-5445 1/! TELEPHONE(904)247-5800 .-. - _ FAX (904) 247-5805 SUNCOM 852-5800 March 20, 2000 TO: UNITED STATES POSTAL SERVICE JACKSONVILLE ELECTRIC AUTHORITY PROPERTY APPRAISER'S OFFICE ATLANTIC BEACH WATER DEPARTMENT BELL SOUTH COMMUNICATIONS MEDIA ONE PLEASE BE ADVISED THAT THE FOLLOWING ADDRESSES HAVE BEEN CHANGED: Old Address New Address 126-1 Seminole Road 128-1 Seminole Road 126-2 Seminole Road 128-2 Seminole Road 126-11 Seminole Road 128-11 Seminole Road Sincerely, C_ -4)\* Don C. Ford, C.B.O. Building Official DCF/ph 4 I 4 CITY OF- ;4k/c ,te c &E4d - 96pud 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 • TELEPHONE(904)2474800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department SATE: 3 ' 2 .60 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / 55 ram / ../ ,, elf-2 /gSSTr - 2 .4 ;K./ r Sincerely, f Building Department E1 PROPERTY DESCRIPTION JUL 1 6 1999 Lot # ([867, Block # , Section # City of Atlan:; Beach Subdivision: y Building and Zoning ,vodThi y cla T N 6 0 L0 r Street Name DESCRIPTION OF WORK or Address: (If in a FLOOD HAZARD Flood Zone: X area complete page 3) �/jfp/ LQ�✓ST G Br Description /- 2C! T/Di i1QLL x Class bf Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: /4144/ Zoning Proposed in �7 District: /�f�j•1 .Z Use: /<QS- Estimated Value $ (0/000 • 06 Exceptions or Variances Materials: 64J000/ 4; ..3X/^1/41. Granted: ..."v"s/1-t-- Solid or Filled L Ground: c.'ii ar,/ Roof: A-,ek/T Method of Heating: A4,1' )-,uN.p OWNER INFORMATION Property Owner: LAI7t y /Ili r Phone: 4911 y -043 Mailing Address ,g-to Silo(WOYe Zip: 32-�3'3 CONTRACTOR INFORMATION Contractor: /90g/fill 5 7).1elp't�1 et s _ Phone: , --/OS-� di(-12'7-/ Mailing Address: S5-9 / 3,ij rIs f$(/6 $Oil 7- Zip: 3�5`) p Expiration ,/ O� STATE LICENSE NO: CPC D `/D Cr Date: ©y)-000 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. Owner Signature _ ���! DATE "2-15°- / �� �- DATE 7-15---9 Contractor Signat , -=/, 0 SWORN TO AND SUBSCRIBED BEFOF3.E ME .y.- 0,-,Q. l tYfrjv- F.- 01^12 r t- L` �� ant THIS DAY OF , 199 . �oF F MICHELLE S.COOPER �l/f� �, - ( .pe'-� 1 • AR o My Comm Exp. 10/21/2002 NOTARY PUBLIC OIC N PueuC s No.CC 784975 N Known t)Other I.D. FLOODPLAIN DEVELOPMENT INFORMATION Location:: ,`v/ 6C 3 3\//k - go / Type of Development: ,eC / �0/. j`',. Flood Zone: Required Lowest Floor Elevation: 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 Acknowledgment: 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. Date 2- /6- /f. Applicant's Signature'' Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation /2-40 % /2- 4(1 Survey Filed with Building Department 40 - Building Department Repr sentati • 4 • BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BE-ICH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Dace Requested: e /5, 2000 C7-7-)sAtiz,t Building Contractor: Building ding Permit Number 8_55 47/- Address : Leda: De qc-i • Ai/S / 60g- Sa-cfa61- m1crov.mer.:5. cc :he above described broperty have teen completed =,------dance with the terms of the permit and is ce-- cc be ready for occucanc:y as Lowest. Floor Elevation: f _S-- /2-410 required as bull: * * * * * * * BEF-ORE ISSUING CEIR77F1CATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE CEPARTM7NT DATE TIFIED DATE APPROVED BY //- Fire Public Works Planning 3 4atE:11 Building 3 —15'0 ° cnt) B. llAaI�Nl] 3A�.tE�iDl\AO�E+f� .... .� •► �t1,���J. J��_:��L� -_4� t��dl lPCh'.tlRl -16 II I�I uI l�l IA I yy�� ..t s ii'r ill)e*efr_..�-------t I�Ltupti ia�}J I IIIAdI L p (---u 4-f ul Ail Nil ,o, „ , ;�2 ICaIf�'� Ih9 A atuutit 'Ctllll — _rah lU8 IA SI it 'a Idol IitIMll ?�1>rilFlrtmc1(Ii [1T 1 tt ! ; . '� a«v41- 111 I !WWI I__vl 151/,!/AgI l_n!Ili lEi ry/-I1 191►y\1HJ This certificate issued pursuant to the requirements of Section 10 IR'~VGI r Section 103.8 of the Southern Standard 19V4 Itri I Building Code certifying that at the time of issuance this structure was in 11105411 Iti 1 01 ` `. `��."`wus ca colnPlianCe with.MD Ill�;�I III III various ordinances regulating building construction or use For the following IQ_U�.I !! �I IA . .I I4r�AAI U se Classification Single Family Attached Bldg.Permit No. _18554 _ IGI�\ kll AMMON litiveol orn pw.f came Type Construction sf a Fire District Atlantic Beach 11 11:1 Ili�yyE�I I.I _. 191t�1m Owner of Building Larry Hunt ! -dress 128 Seminiol Road IeCSInl '! • idtA`J�ItI B ing Address 128-1 Seminole Road Atlantic Beach, FL 32233 IIIINIGI INMI�(I�I � a I�I�dI MOM I ( C,. By.DON c C. FORD Ids J i lid tnlm t i .mot IIIIW rrnl�i�l ` Building Offid I Date: . '3 - 2 [r ® 0 1.___p 104 1 i!1[i�iVit]i 1 I 4iwtt�l ,, PgST IN CONSPICUOUS PLACE 1.1. -- _ RI CI PONY MI �- ''..- --yr ��_ -- - 7-.1-- e s—-. —- ' .,cx.�v + y=•cra-�rav till IA -- �7NIK'!L\\ - .,Jr� . , , ..--L-►a . _ /,-_ c.#%�t.1 14 1 IA _ _ M R9• ff ��e�n q� 4ir iii IZI ig II pr11iil a ii 1 iv 1 1 1 l® r ®tEupatit a.r�.�10 sl4,4c Th 04- �@I(! �1 im t���.�l l fa :_ } ! ienin`iM1 V dill Aj }� t'ttLlII 171 !/ }�f(`� = If/ l ttfs 1 4 tiunflr Nrnrit �� 311x1 ibs 'i�� � i; -1_ Ai he li � ' t U �ii t OOepartinnem u« A9 Jrec to ._ . Iiit i�v ' l st3tiifAill 911Vak J This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard IN/IN la N i 1`-',. et Building Code certifying that at the time of issuance this structure was in_compliance with the 11 , �di 1 :<- I i -.ill I • Bi various ordinances regulating building construction or use For the ibllowing. sn .a Mt use classification. Single Fami ly Attached Bldg.Permit No. 113555 � ' ads Di ��a.. I' I Atlantic Beach III ■1 f � �'I Group W.frame type Construction s f a Fire District_ ! I a! Owner of Building i.arr, Hunt Address L28 Seminole Road =�S t: Q"s�� Bui i g Address 128-2 S fminoie Road.ocality Atlantic Beach, FL 32233 �j1 t BY: DON C. FORD 11N1 PRIM P 8� uilding Dais: Icrerli I ��Lu IC,1 A01 POST IN A CONSPICUOUS PLACE ' R. IN I + g IM • it • 4 _ �e.• Id19/ JS+'IVO/�CY3.:.�j� s.--�f(� .�l`: a N� IQDb`& AI .........—` O �MI M 10M1dI iWil IMrAVYI •t 104-1 I a I I T.l I v Ivy (! vctupanq atatatUtE tit ri GI min ILIA II foe At:4... ..t MI Yu�r1 WW1 ui MIA` IC )�!}�YJ ! lipall Mum Nra h — ±t'larika IHIC WI ImErm nl ,� PIMP I l l tipctrtt1i titi u Oiuitutug es. ,:Runic tiult lA -6 ' Ir��al 19YA1 IIVIl�AR11G1 IFIV2/dill 1IMiMt This Certificate rii/c¢te Issued pursuant to the requirements of Section 103.8 of the Southern Standard IaV!/6 1151 A! l AI I1 � lI Building Code certifying ih¢i at the tlme o%issuance this structure�rtc to rnmpliance uith the Itl(t��l,l II I0JJ I of inianci I various ordinances regulating building construction or use For the following IDI GI M �yM 117/1111 use classification Single Family Attached wtng-Perm;t Mc. l RSSS uin I(rwArlt 1:147/101 Group w.frame Type Construction sfa Fire District Atlantic Beach IEiRO>0f I ��l �l I,,+,) L ar y Hunt 1 2.8 Seminole Road IMF+ CI Ifl[r'�A91 Owner of Building Larry Address lirR9191 su, g Address 128-2 Sfminole Roadecality Atlantic Beach, FL 32233 NI 0Emil f} �, ` �viti z CDT lir tlllal 11 t�11t1 1 1 1' A�1 INIA-l0i P 9a---- , r > By- y 2 e/ OCR 1ilaiiil lwNV1 ! Building cial7 nat?• - IMIrHE for .Ial NAVIN t4r I POST IN A CONSPICUOUS PLACE. �tRif 0 A' Ati . Sri"1 III fY�" 1rss rv�+.�� ��-NIA UC r 11101 .o II /. - WI 1...