Permits 450-452 W Dutton Island Rd PERMIT WORKSHEET Certificate of Occupancyl
Job Address: DI Type Work:
4,/
Property Owner: Phone #
hvi,v &,,or
Contractor: —rj Phone #
Permit#: 1 .3190& Date Issued:
Building Inspections: Footing 4
Slab
Tie Beam
Lintel
Nailing Sheathing
Framing Cover Up 6 .7-o. c
Insulation
Final Building
Tree Permit# YES NO
Electrical Permit# Date/Copy to
10&.- .327-91 1 JEA
Temp, Pole Permit# 3266�3 1 1
.ffA _ t _3. q Date/Copy to
JEA
Temp. Power Letter Received: YES NO
Inspections: Rough Electric Released to JEA
Temp. Power Released to JEA
Temp. Pole Released to JEA
Final Released to JEA
Mechanical Permit# I I
Inspections: Rough Final
Plumbing Permit# 1 66 � �5Z434
Inspections: Rough Underslab Topoutj
Water Sewer Final
Drainage inspection:
Pool Permit#
Inspections: Steel Final
Grounding Final
Roofing Permit# F— =1
Inspections: Nailing /Sheathing Final
Fire Inspection:
Failed Inspections: Date Paid:
Date Paid:
Project Name: BENNETT DUPLEX
Lot: I Subdivision: County: Duval
Building Code: FBC2004
Computer Program Used- MiTek 6.2
General Truss Design Loads
Roof Gravity:42 psf Total Load(Cd 1.25)
Floor Gravity:55 psf Total Load(Cd 1.00)
Wind: 120 mph from ASCE 7-02
Individual Truss Drawings Show Special Loading Conditions
This package includes 22 truss design drawings with individual date of design.
With my seat affixed to this sheet, I hereby certify that this serves as an index sheet in conformance
with Rule 61GI 5-23.002(2)and 61 G1 5-31.003 of the Florida Board of Professional Engineers.
Notes: The seal on this index sheet indicates acceptance of
professional engineering responsibility solely for the Truss Design
Drawings listed below and attached. The suitability and use of each
drawing for any particular building is the responsibility of the
Je Arneson
Building Designer, per ANSI/TPI 1-2002 Section 2. 8�
No.58544
Structural Engineer of Record Name and P.E.No.: 12/15/05
Structural Engineer of Record Address:
Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,
a Florida Corporation.Florida Engineer Business No.7547
4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200
NO TRUSS ID# DATE
1 0402082-CJ01 12/15/05
2 0402082-CJ02 12115/05
3 0402082-CJ67 12/15/05
4 10402082-GEOI 12/15/05
5 0402082-JOl 12/15/05
6 0402082-JO2 12/15/05
7 0402082-JO3 12/15/05
8 0402082-JO5 12/15/05
9 0402082-JO7 12/15/05
10 0402082-J61 12/15/05
11 0402082-J63 12/15/05
12 0402082-J65 12/15/05
13 0402082-J67 12/15/05
14 0402082-TOI 12/15/05.
15 0402082-TO2 12/15/05
16 0402082-TO3 12/15/05
17 0402082-TO4 12/15/05
18 0402082-TO5 12/15/05
19 0402082-TO6 12/15/05
20 0402082-TO7 12/15/05
21 10402082-TO8 12/15/05
122 10402082-TO9 12/15/05
ROOF TRUSSES 0402082
PROFILE CITY PITCH TYPE BASE
ID O/A REACTIONS
4 SPECIAL 25-00-00 Joint 2 Joint 10
0
3 Ply 6.00 4.00 T05 925-00-0() 2224.5 lbs. 2183.1 lbs.
SPECIAL 25:0000:0000 J o iln'2. Joint 9
4 6.001 4.001 T06 25 1 57 1 lbs. 1157.1 lbs.
-1042.0 lbs, -1042.0 lbs,
SPECIAL 25-0000 iln'2. Joint 9
00 Jo
4 6.001 4.00� T07 25-00: 1 57 1 tbs. 1157.1 tbs.
-1063.4 tbs. -1063.4 lbs.
SPECIAL 25:0000:0000 Joiln.172. Joint 10
10 6.00 4.001 T08 25 1 1 lbs. 1157.1 lbs.
-1076.7 lbs, -1076.7 tbs.
0.001 COMMON 1 08-06-00 1,10int 2 Joint 4
6 6.00 T09 08-06-00 1 _464.1 lbs. 464.1 lbs.
510,1 bs.- -510.1 lbs.
(3).148" x 3" TOE-NAILS @ TOP &
BOTTOM CHORD CONNECTION. (NAILS
THROUGH BACK SIDE OF GIRDER
INTO END GRAIN OF JACK TRUSS
JACK ARE NOT ALLOWED)
JACK (3).148" x 3" TOE-NAILS @ TOP &
BOTTOM CHORD CONNECTION FOR
CORNER JACK SOME CORNER JACKS
MAY REQUIRE SIMPSON IS30 IN LIEU
JACK OF TOE-NAILS. REFER TO SHOP
Z :l DRAWINGS.
0
0 JACK
z
0 C4
E-1 0 (2).148" x 3" TOE-NAILS @ TOP &
JACK BOTTOM CHORD CONNECTION.
TYPICAL HIP SET
PICS0 NAILING DETAIL
VARIES GIRDER
dgffw!z lUngh
UUETW%
A�W
A"M W UX AM MIMOMMY M.A VWXDA CORFORMN MS CA AD. "4?-4745 SUMN PARK 00M&M 4og jAcoomaA n aM4- o"ORL500
1MV_M=XSY_AM_7jMjftY_AND 5 To=OM OnY IN CDNRWMN Uoym ST Ru McmmmT.
IGGYBACK TRUSS
MAXIMUM PURLIN SPACING 36* O.C.
REFER TO INDIVIDUAL BASE TRUSS DESIGN
FOR ACTUAL TOP CHORD PURLIN SPACING.
lnl 1 1 ini
U 1 0. 1 U
— m
L—J u
0
AWACH P TO TOP CHO�D OF ASE TRUSS
EACH BASE TRUSS WITH (2).131" x 2j'
NAIL ON PLATE MECHANICALLY PRESSED INTO PIGGYBACK BOTTOM
MCHORD AND NAILED TO BASE TRUSS TOP CHORD WITH (5)8d COMMON
WPER STRAP. NAIL ON PLATES MUST BE APPLIED TO EACH FACE WITH
A MINIMUM SPACING OF 48" 0.C.
PIGGYBACK TRUSS
OR CONNECTION DETAIL
6" x 8" x J" PLYWOOD (or &' OSB) GUSSET APPLIED TO EACH FACE
fO�SPACED 48" O.C. FASTEN WITH (4)8d COMMON INTO EACH CHORD
V-0 FROM EACH SIDE (TOTAL 16 NAILS). TWEPMUM
A�V
IAX AM MWIDGY W. A PLORM CORPORATION M2 CA NO. 7647-4746 SUITON PARK COURT,8M 4ag"amm"n sm4- 9"am6m
W%Rf-T OF AM IMMOLOGY AXI)11 TO 89 V=2=IN MWISM WM TRUMMS D==
Job Truss Truss Type �Qty Ply �DUTTONISLAND,bUPLEX
0402082 JACK 2 1 1
Job Reference(optional) 9-8-13
8-1-2 6200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 09 07:36:56 2005 PgpJ12
-2-9-15 -1-11-7 4-8-19
0-10-8 1-11-7 4-8-9 4_1
S� �2
6
424112
T1
B1
2 7 5
7-5-1 2.4 M1120 9-8-13
8-1-2 8-1-2
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Ildeft Lid PLATES GRIP
TCLL 20.0 Plates In rease 1.25 TC 0.18 Vert(LL) -0.01 3-5 >999 240 M1120 249/190
c
TCDL 7�O Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 3-5 >999 180
B'LL
C 100 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a We
BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight.19 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21) TOPCHORD Structural wood sheathing directly applied or 4-8-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 4=97/Mechanical,3=297/0-5-11,5=58/Mechanical,2=89/Mechanical
Max H=3=246(load case 2)
Max Uplift4=-133(load case 2),3=-149(load case 2),2=-176(load case 2)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=18,2-3=29,3-6=-50,4-6=26
BOT CHORD 3-7=-O,5-7=-O
NOTES (7-8)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf,,BCDL=3.0psI;CategM li;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 4,149 lb uplift at joint 3 and 176 lb uplift at joint 2.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)74 lb down at 2-0-7,and 74 lb down at 2-0-7 on
top chord,and 11 lb up at 2-0-7,and 11 lb up at 2-0-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of
others.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
7)Apex Technology is a fictitious name owned by Jax Apex Tehenology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
1)Regular:Lumber Inerease=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-3=-64,3-4=-54,3-5=-30
Concentrated Loads(lb)
Vert�7=21(F=11,B=11)
Job- Truss Truss Type Qty Ply DUTTONISLAND,DUPLEX
0402082 CJ67 MONO TRUSS 4 1
Job Reference(optional) -- 11-6-13
8-1-2 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 09 07:36:57 2005 P69V1t2
-2-9-15- 5-2-5 9-10-13
2-9-15 5-2-5 4-8-8 S.�=1:21 3
4
3A M11120�
4 24 T2-
W2
2
10 11 12 6 5
2.4 M1120 11
11-6-13
8-1-2 8-1-2
-5-2-5 9-10-13 -- I
5-2-5 4-8-8
Plate Offsets(X,Y):[2:0-1-12,0- -
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plates Increase 11 25 TC 0.70 Vert(LL) -0.05 6-7 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1,25 BC 0.40 Vert(TL) -0.09 6-7 >999 180
BCLL 10�0 Rep Stress Incr NO WB 0.30 Horz(TL) -D.01 5 We n1a
Weight:44 lb
BCDL 5.0 i Code FBC2004TP12002 (Matrix)
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 7-2-4 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=141/Mechanical,2=605/0-5-11,5=349/MechanicaI
Max Horz2=419(load case 2)
Max Uplift4=-264(load case 2),2=-707(load case 2),5=-292(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=51,2-8=-742,3-8=-676,3-9=-68,4-9=39
BOTCHORD 2-10=651,10-11=651,7-11=651,7-12=651,6-12=651,5-6=0
WEBS 3-7=230,3-6=-707
NOTES (7-9)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BC[)L=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end zone;Lumber
DOL=1.60 plate grip DOL=1.60.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 264 lb uplift at joint 4,707 lb uplift at joint 2 and 292 lb
uplift at joint 5.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2 lb down and 37 lb up at 4-4-12,2 lb down and
37 lb up at 4-4-12,and 48 lb down and 159 lb up at 7-2-11,and 48 Ito down and 159 lb up at 7-2-11 on top chord,and 16 lb up at 1-6-12,16 lb up
at 1-6-12,12 lb down at 4-4-12,12 lb down at 4-4-12,and 42 lb down at 7-2-11,and 42 lb down at 7-2-11 on bottom chord. The design/selection
of such connection device(s)is the responsibility of others.
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
7)Apex Technology is a fictitious name owned by Jax Apex TeIncriotogly Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
9)Use SIMPSON LS30 at joint#5 to attach jack truss to girder.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate lncrease=1.25
Uniform Loads(pif)
Vert:1-4=-54,2-5=-30
Concentrated Loads(115)
Vert:8=52(F=26,B=26)9=-96(F=-48,B=-48)1 0=31(F=1 6,B=l 6)11=-24(F=-12,B=-1 2)12=-84(F=-42,8=-42)
Job Truss Truss Type Qty �Ply -�DuTmN ISLAND,DUPLEX
i 8-8-10
�0402082 J011 JACK 4
Job Reference(optional)
8-1-2 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri DE5-Qft27:36:58 2005 Page 1
-2-0-0 1-4-0 3
2-0-0 1-4-0
S�1� 1 7 5
16
6,00 F1-2
TI
8-8-10
8-1-2 8-1-2
1-4-0__
---------- --
LOADING(l
S ACING 2-0-0 CS1 DEFIL In (10c) Ildefi L/d PLATES GRIP
TCLL 20.0 P ates Increase 1.25 TC 0.40 Vert(LL) -0.00 2 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase I'25 BC 0.01 Vert(TL) -0.00 2 >999 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We
BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:8 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP N0.2D TOPCHORD Structural wood sheathing directly applied or 1-4-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 2=259/0-3-8,4=19/Mechanical,3=-57/MechanicaI
Max Horz2=162(load case 5)
Max Uplift2=413(load case 5),3=-57(load case 1)
Max Grav2=259(load case 1),4=19(load case 1),3=120(load case 5)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=48,2-3=-60
BOT CHORD 2-4=0
NOTES (5-6)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterlor(2)zone;Lumber DOL=1.60 plate grip
DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 2 and 57 lb uplift at joint 3.
5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type City Ply IDUTTONISLAND,DUPLEX
0402082 J03 MONO SCISSOR 16 :Job Reference(optional) 19-0-8
17-7-0 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dei 895L7,36:58 2005 Page 1
-2-0-0 3-0-0
2-0-0 3-0-0 1 10 7
�6
600112
2 T1
6 6
4,00 12
3.4 MIMI
19-0-8
17-7-0 18-5-5
3-0-0-
3-0-0
Plate 0 sets(X,Y)�12�0-0-8,0-11-81
DEFIL n (10c)
V rt(LL) 00
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/def! Ud PLATES GRIP
TCLIL 20.0 Plates Increase 1.25 1 TC 0.43 Vert(LL) -0.00 2-�4 >999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 >199 180
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 5.0 Code FBC20041TPI2002 (matrix) Weight:13 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=28/Mechanical,2=28410-3-8,4=42/Mechanical
Max Horz2=236(load case 5)
Max Uplift3=-83(load rase 6),2=-364(load case 5)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=47,2-3=-60
BOTCHORD 2-4=11
NOTES (6-7)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf,BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip
DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Bearing at joint(s)2 considers parallel to grain value using ANSIfTPI I 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 83 lb uplift at joint 3 and 364 lb uplift at joint 2.
6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type City ply DUTTON ISLAND,DUPLEX
0402082 J07 SPECIAL 28 lJoblReference(optional) 21-0-a
17-7-0 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri DV9-Cft07:36:59 2005 Page 1
-2-0-0 7-0-0
2-0-0 7-0-0
2,4 W20
4
3.4 M11201
2
---------- B
600 12
7 6
'T, 5.5 M1120-
1
2.4 W20 11
400 12
4 M11201 21-0-8
17-7-0 19-7-0
6-3-8 7-0-0
6-3-8 0-8-8
Plate Offsets(X,Y):12*0-0-8,0-1-81
LOADING(psf) SPACING 2-0-0 CS11 DEFIL in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plates In rease 1.25 TC 0.43 Vert(LL) 0.04 8 �999 240 M1120 249/190
c
TCDIL 7.0 Lumber Increase 1 25 BC 0.19 Vert(TL) 0.03 8 >999 180 1
BCLL 10.0 Rep Stress Incr YlE S W B 0.20 Horz(TL) -0.01 6 n/a n/a
BCOL 5�O Code FBC2004ITP]2002 (Matrix) Weight:31 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 5=161/Mechanical,2=424/0-3-8,6=1 04/Mechanical
Max Horz2=419(load case 5)
Max Uplift5=-21 0(load case 5),2=-416(load case 5),6=-98(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=47,2-3=-654,3-4=-73,4-5=71
BOTCHORD 2-8=572,7-8=S47,6-7=-1
WEBS 4-7=160,3-8=130,3-7=-514
NOTES (6-8)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf:Category 11;Exp C;partially;MWFRS gable end zone and C-C
Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions
specified.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
1)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity capacity of bearing
Surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 Ito uplift at joint 5,416 lb uplift at joint 2 and 98 lb
uplift at joint 6.
6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCS1 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
8)Use SIMPSON LS30 at joint#5 to attach jack truss to girder.
LOAD CASE(S)Standard
Qty Ply i DUTTON ISLAND,DUPLEX
job Trus �Truss Type
0402082 �J63 JACK 8 1 9-6-10
:Job Reference(optional) _
8-1-2 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 089F-,27:00 2005 Page 1
-2-0-0 - 3-0-0--
2-0-0 3-0-0
600112
B1
4
2.4 M1120-
9-6-10
8-1-2 8-1-2
3-0-0
3-0-0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/deff L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.00 2-4 >999 240 M1120 249/190
'(TL) 0 Of
TCDL 7.0 Lumber increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 >999 180
BCILL 10.0 Rep Stress Incr YES WB 0.00 F�Horz(TL) -0.00 3 n/a n1a
BCIDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:13 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.21) BOTCHORD Rigid ceiling directiy applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=28/Mechanical,2=284/0-3-8,4=42/Mechanical
Max Horz2=236(load case 5)
Max Uplift3=-81(load case 6),2=-367(load case 5)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=49,2-3=-58
BOT CHORD 24=0
NOTES (5-6)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf,,BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip
DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Provide mechanical connecfion(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 367 lb uplift at joint 2.
5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type City Ply DUTTON ISLAND,DUPLEX
0402082 'J67 JACK
8
- lJob Reference(optional)
8-1-2 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 09 OM;�O 2005 Page 1
-2-0-0 3-7-8 7-0-0
2-0-0 3-7-8 3-4-8
2x4 M1120 11
6 GD 12
T1
2 1 F7!I
B
5
214MI12DII
3.4 M1120- 11-6-10
8-1-2 8-1-2
3-7-8 4
3-7-8- 3-4-8
L ING(psf) SPACING 2-0-0 1 DEFIL in (loc) I/defl L/d PLATES GRIP
T L 20'0 Plates Increase 1.25 0.43 Vert(LL) 0.33 6 �250 240 M1120 2491190
T L 7 0 Lumber Increase 1.25 0.57 Vert(TL) 0.27 6 >297 180
B L 10.0 Rep Stress Incr YES 0.08 Horz(TL) -0.01 4 n/a We
BCDL 5.0 Code FBC2004fTP12002 rix) Weight:28 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.21) BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=144/Mechanica(,2=424/0-3-8,5=122/Mechanical
Max Horz 2=419(load case 5)
Max Uplift4=-220(foad case 5),2=-419(load case 5),5=-85(load case 5)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=49,2-3=1,3-4=56
BOT CHORD 2-6=0,5-6=0
WEBS 3-6=-55
NOTES (5-6)
1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf,BCDL=3.Opsf,,Category 11;Exp C;partially;MWFRS gable end zone and C-C
Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions
specified.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 4,419 Ito uplift at joint 2 and 85 Ito
uplift at joint S.
5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation, If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job---- !Truss Truss Type Oty Ply DUTTONISLAND,DUPLEX
0402082 �T02 HIP 2 1
I 1�Job Reference(optional)
8-1-2 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec OVJ�ff:02 2005 Page 1
-2-0-0- 4-9-4 9-0-0 11-0-0 15-2-12 20-0-0 22-0-0
2-0-0 4-9-4 4-2-12 2-0-0 4-2-12 4-9-4 2-0-0
S- 140 7
46 M1120-
4,5 M1120-
E
600(12 2.4 M1120-1 2.4 M11M,
N2� 42� 6
4
W
2 7
11 10 9
4.5 M1120- 3.4 M1120- 4.1 M1120-
3.M1120 3.4 M1120
8-1-2 8-1-2
9-0-0 11-0-0 20-0-0
9-0-0- 2-0-0 9-0-0
LOADING(psf) SPACING 2-0-0 CS11 DEFIL in (loc) I/def! L/d PLATES GRIP
TCLL 2%0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.17 7-9 >999 240 M1120 249/190
TC'L 7 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.27 7-9 >878 180
BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 7 n/a n/a
BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:97 Ito
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.213 TOPCHORD Structural wood sheathing directly applied or 5-4-13 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-8-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=947/0-3-8,7=947/0-3-8
Max Horz 2=-1 57(load case 6)
Max Uplift2=-894(load case 5),7=-894(load case 6)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=49,2-3=-1327,3-4=-1064,4-5=-908,5-6=-1064,6-7=-1327,7-8=49
BOTCHORD 2-11=1147,10-11=908,9-10=908,7-9=1147
WEBS 3-11=-280,4-11=291,5-9=291,6-9=-280
NOTES (7-8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf,BCDL=3.Opsf;Category 11;Exp C;partially;MWIFIRS gable end zone and C-C
Exterlor(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions
specified.
3)Provide adequate drainage to prevent water ponding.
4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5)All bearings are assumed to be SYP No.2
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 894 lb uplift at joint 2 and 894 lb uplift at joint 7.
7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Ft.32224-904.821.5200
8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
-�Ply DUTT NISLAND,DUPLEX
job -,Truss Truss Type Qty 0
�0402082 T04 SPECIAL 2 1
!Job Reference(optional) a-bg o-kjsl�
8-1-2 6.200 s Jul 13 2005 KtT1k:Jndustdes,Inc. Fri b c .2 2om Pagel
-2-0-0 5-3-4 10-0-0 16-8-0 19-104_ 21-8-0 25-10-0 --1 27-0-0 -1
2-0-0 5-3-4 4-8-12 6-8-0 3-2-4 1-9-12 3-4-0 2-0-0
s.1. 1496
5.5 M1120-
4
20 M1120-1
6.00 F1-2
3 802 M1120� 2.4 1 4.8 M1120�
TS - -
1 4 5M1120— 13 12 3,4 M1120�
'8 M1120— W M1120 11 5.8 M1120— W M 1120 11
8-1-2 8-1-2 8-1-2
10-0-0 16-8-0 -19-10-4--- 21-8-0-_----25-0-0
5-3-4 4-8-12 6-8-0 3-2-4 1-9-12 3-4-0
Plate Offsets(X,Y):17:0-5-4,0-2-01,113:0-4:0,0-3-01
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) Well L/d PLATES GRIP
TCILL 20.0 Plates In rease 1 25 TC 0.57 Vert(LL) -0.19 2-13 >999 240 M1120 249/190
TC Lumber Iccrease 1�25 BC 0.52 Vert(TQ -0.32 2-13 >728 180
BCLL 1u.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.02 11 n1a We
BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:124 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 5-8-10 oc,purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=87210-3-8,11=1457/0-3-8,8=60/0-3-8
Max Horz 2=-1 68(load case 5)
Max Uplift2=-844(load case 4),ll=-1202(load case 5),8=-205(load case 5)
Max Grav2=872(load case 1),11=1457(load case 1),8=105(load case 9)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=49,2-3=-1130,3-4=-854,4-5=-878,5-6=877,6-7=877,7-8=512,8-9=49
BOTCHORD 2-13=970,12-13=587,11-12=596,10-11=-415,8-10=-421
WEBS 3-13=-288,4-13=387,5-13=132,5-12=109,5-11=-1673,6-11=-113,7-11=-635,7-10=70
NOTES (9-10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone;Lumber
DOL=1.60 plate grip DOL=1.60.
3)Provide adequate drainage to prevent water ponding.
4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5)All bearings are assumed to be SYP No.2
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 844 lb uplift at joint 2,1202 lb uplift at joint 11 and 205 lb
uplift at joint 8.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)111 lb down and 144 lb up at 21-8-0 on top
chord,and 44 lb down at 21-7-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,including BCSI 1-03
,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate lncrease=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-5=-54,5-7=-54,7-9=-54,2-8=-30
Concentrated Loads(lb)
Vert:7=-31(8)1 0=-44(B)
s- Truss Type Y ---IDUTTbN ISLAND,DUPLEX
Job Trus Qty �Pl
0402082 �T05 SPECIAL 4
3 Job Reference(optional)
6.200 s Jul 13 2005 MITek Industnes,Inc. Fri Dec 09 07:37:04 2005 Page 2
LOAD CASE(S)Standard
Concentrated Loads(lb)
Vert:5=-327(F)7=-327(F)16=-265(F)14=-265(F)19=-1 07(F)20=-1 07(F)21=-107(F)22=-1 07(F)23=-1 07(F)24=-74(F)25=-74(F)26=-74(F)27=-74(F)28=-74(F)
job - Truss Truss Type City Ply DUTTON ISLAND,DUPLEX
0402082 T07 SPECIAL 4
Job Reference(optional)
17-7-0 6.200 s Jul 13 2005 MiTek Industries,Inc. Fri bec-091(r�p7p 20b5 Page 1
-2-0-0 4-9-4 6-3-8 11-0-0 14-0-0 18-8--8- 20-2-12 25-0-0 27-0-0
2-0-0 4-9-4 1-6-4 4-8-8 3-0-0 4-8-8 1-6-4 4-9-4 2-0-0
S.I. 1496
5.5 M1120-
4,8 M1120-
5 6
4.5 M11201 N4 W5 1�1 4.5 M11201
600112 2�4MI - 4 W3 W3 7 a4 M1Q0---
3
14 13 12 11
5.8 M1120- 4.8 M1120- 3.4 M1120- 518 Win-
4 00[12 10
3.8 M1120� 3,8 M1120,
17-7-0 17-7-0
6-3-8 11-0-0 14-070 18-8-8 25-0-0
6-3-8 4-8-8 3-0-0 4-8-8 6-3-8
Plate 0 sets(X,Y):[2:0-4-0,0-1-12],[5:0-2-8,0-2-4],[6:0-5-4,0-2-01,[9�0-4-0,0-1-1121
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Ildefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.68 11-12 �439 240 M1120 249/190
TCDL 7.0 1 1 1
Lumber Increase .25 BC 0.88 Vert(TL) -0.7811-12 >382 180
SCLL 10.0 1 Rep Stress Incr YES I WB 0.87 Horz(TL) 0.63 9 n/a n/a
BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight:124 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 2-9-2 oc purlins,
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-5-9 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1157/0-3-8,9=1157/0-3-8
Max Horz2=177(load case 5)
Max Uplift2=-1 063(load case 5),9=-1 063(load case 6)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=47,2-3=-4368,3-4=-4337,4-5=-2009,5-6=-1792,6-7=-2005,7-8=-4340,8-9=-4369,9-10=47
BOTCHORD 2-14=4005,13-14=3721,12-13=1788,11-12=3724,9-11=4006
WEBS 3-14=98,4-14=1379,4-13=-2025,5-13=657,6-13=7,6-12=657.7-12=-2032,7-11=1381,8-11=101
NOTES (8-9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.0psf Category 11;Exp C;partially;MWFRS gable end zone and C-C
Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions
specified.
3)Provide adequate drainage to prevent water ponding.
4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5)All bearings are assumed to be SYP No.2
6)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1 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 1063 lb uplift at joint 2 and 1063 lb uplift at joint 9.
8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904,821.5200
9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type Qty ply DUTTON ISLAND,DUPLEX
0402082 T09 COMMON '6
Job Reference(optional)
8-1-2 6.200 s Jul 13 2005 MiTek Industries, f�Dec 09 07:37:05 2005 Page 1
-2-0-0 4-3-0 8-6-0 10-6-0
2-0-0 4-3-0 4-3-0 2-0-0
S- 1 21 2
4.5 M1120-
3
600 12 W1
T1'
T1
2
Ell
6
5
2.4 M1120
�3,4-20- 3,4 W20-
8-1-2 8-1-2
4-3-0 8-6-0
4-3-0 4-3-0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefi L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.01 4-6 �999 240 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.09 1 Vert(TIL) -0.01 4-6 >999 180
BCLL 10.0 Rep Stress Incr YES WB 004 Horz(TL) 0.00 4 n/a n/a
BCDL 5.0 Code FBC2004/TP12002 (Matrix) I Weight:37 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc,bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=464/0-3-8,4=464/0-3-8
Max Horz 2=1 06(load case 5)
Max Uplift2=-51 0(load case 5),4=-51 0(load case 6)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=49,2-3=-405,3-4=-405,4-5=49
BOT CHORD 2-6=311,4-6=311
WEBS 3-6=1 13
NOTES (6-7)
1)Unbalanced roof live loads have been considered for this design
2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft�TCDL=4.2psf,BCDL=3.Opsf;Category 11;Exp C;partially,I gable end zone and C-C
Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60,This truss is designed for C-C for members and forces,and for MWFRS for reactions
specified.
3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4)All bearings are assumed to be SYP No.2
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 510 lb uplift at joint 2 and 510 Ito uplift at joint 4.
6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821,5200
7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1706-QUALITY REMODELING & FRAMING Builder: QUILITY REMODELING
Address: Permitting Office: DUVAL
City, State: Permit Number:
Owner: Jurisdiction Number: 261300
Climate Zone: North
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap: 17.0 kBtu/hr -
3. Number of units,if multi-family I - SEER: 10.00 -
4. Number of Bedrooms 3 b. Central Unit Cap: 17.0 kBtu/hr -
5. Is this a worst case? Yes SEER: 10.00 -
6. Conditioned floor area(ft') 1706 ft' c. N/A
7. Glass area&type Single Pane Double Pane
a. Clear glass,default U-factor 0.0 ft2 139.0 ft2 13. Heating systems
b.Default tint 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 17.5 kBtu/hr _
c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.00 -
8. Floor types b.Electric Heat Pump Cap: 17.5 kBtu/hr _
a. Slab-On-Grade Edge Insulation R=0.0,175.0(p)ft HSPF:7.00 -
b.N/A c. N/A -
c. N/A
9. Wall types 14. Hot water systems
a. Frame,Wood,Exterior R=I 1.0, 1680.0 ft2 - a. Electric Resistance Cap:50.0 gallons _
b.Frame,Wood,Adjacent R=I 1.0,152.0 ft2 - EF:0.88 -
c. N/A b.N/A -
d.N/A
e. N/A c. Conservation credits -
10. Ceiling types (HR-Heat recovery,Solar
a. Under Attic R=30.0,833.0 ft2 DUP-Dedicated heat pump)
b. Under Attic R=19.0,873.0 ft2 15. HVAC credits
c. N/A (CF-Ceiling fan,CV-Cross ventilation,
11. Ducts HF-Whole house fan,
a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 124.0 ft PT-Programmable Thermostat,
b. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0,214.0 ft MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.08 Total as-built points: 25401 PASS
Total base points: 25983
I hereby certify that the plans and specifications covered Review of the plans and -IME S
by this calculation are in com ance with the Florida specifications covered by this
Energy Code. calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: (11VC K Before construction is completed
Q M
DATE: this building will be inspected for
I hereby certify that this building, as designed, is in compliance with Section 553.908
compliance with the Florida Energy Code. Florida Statutes. 0
OWNER/AGENT: BUILDING OFFICIAL: a-
DATE: DATE: 1- 2- 7 C:5 6
EnergyGaugeS(Version: FLRCPB v3.30)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 1706.0 20.04 6153.9 Double,Clear E 1.3 4.0 6.0 42.06 0.85 214.0
Double,Clear E 1.3 8.0 40.0 42.06 0.97 1631.6
Double,Clear E 1.3 5.0 30.0 42.06 0.90 1136.7
Double,Clear W 1.3 5.0 15.0 38.52 0.90 520.9
Double,Clear W 1.3 4.0 9.0 38.52 0.85 294.5
Double,Clear W 1.3 4.0 4.0 38.52 0.85 130.9
Double,Clear N 1.3 5.0 20.0 19.20 0.93 357.5
Double,Clear N 1.3 5.0 15.0 19.20 0.93 268.1
As-Built Total: 139.0 4664.3
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 152.0 0.70 106.4 Frame,Wood,Exterior 11.0 1680.0 1.70 2856.0
Exterior 1680.0 1.70 2856.0 Frame,Wood,Adjacent 11.0 152.0 0.70 106.4
Base Total: 1832.0 2962.4 As-Built Total: 1832.0 2962.4
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 18.0 2.40 43.2 Exterior Insulated 30.0 4.10 123.0
Exterior 30.0 6.10 183.0 Adjacent Insulated 18.0 1.60 28.8
Base Total: 48.0 226.2 As-Built Total: 48.0 151.8
CEILINGTYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points
Under Attic 833.0 1.73 1441.1 Under Attic 30.0 833.0 1.73 X 1.00 1441.1
Under Attic 19.0 873.0 2.34 X 1.00 2042.8
Base Total: 833.0 1441.1 As-Built Total: 1706.0 3483.9
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 175.0(p) -37.0 -6475.0 Slab-On-Grade Edge Insulation 0.0 175.0(p -41.20 -7210.0
Raised 0.0 0.00 0.0
Base Total: -6476.0 As-Built Total: 175.0 -7210.0
INFILTRATION Area X BSPM = Points Area X SPM = Points
1706.0 10.21 17418.3 1706.0 10.21 17418.3
EnergyGaugeS DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , 1 9 PERMIT#:
BASE AS-BUILT
Summer Base Points: 21726.8 Summer As-Built Points: 21360.7
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
21360.7 0.500 (1.090 x 1.147 x 0.95) 0.341 1.000 4062.2
21360.7 0.500 (1.081 x 1.147 x 0.86) 0.341 1.000 4062.2
21726.8 0.4266 9268.7 1 21360.7 1.00 1.114 0.341 1.000 8124.3
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge(M/FlaRES'2001 FLRCPB v3.30
,FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , I P PERMIT#:
G FLAS S T IYFP E S BASE AS-BUILT
.18 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Pointl
.18 1706.0 12.74 3912.2 Double,Clear E 1.3 4.0 6.0 18.79 1.06 119.6
Double,Clear E 1.3 8.0 40.0 18.79 1.02 763.5
Double,Clear E 1.3 5.0 30.0 18.79 1.04 586.1
Double,Clear W 1.3 5.0 15.0 20.73 1.03 319.2
Double,Clear W 1.3 4.0 9.0 20.73 1.04 194.5
Double,Clear W 1.3 4.0 4.0 20.73 1.04 86.5
Double,Clear N 1.3 5.0 20.0 24.58 1.00 492.9
Double,Clear N 1.3 5.0 15.0 24.58 1.00 369.7
As-Built Total: 139.0 2932.1
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 152.0 3.60 547.2 Frame,Wood,Exterior 11.0 1680.0 3.70 6216.0
Exterior 1680.0 3.70 6216.0 Frame,Wood,Adjacent 11.0 152.0 3.60 547.2
Base Total: 1832.0 6763.2 As-Built Total: 1832.0 6763.2
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 30.0 8.40 252.0
Exterior 30.0 12.30 369.0 Adjacent Insulated 18.0 8.00 144.0
Base Total: 48.0 576.0 As-Built Total: 48.0 396.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPMXWCM= Points
Under Attic 833.0 2.05 1707.6 Under Attic 30.0 833.0 2.05 X 1.00 1707.6
Under Attic 19.0 873.0 2.70 X 1.00 2357.1
Base Total: 833.0 1707.6 As-Built Total: 1706.0 4064.8
FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 175.0(p) 8.9 1557.5 Slab-On-Grade Edge Insulation 0.0 175.0(p 18.80 3290.0
Raised 0.0 0.00 0.0
Base Total: 1667.6 As-Built Total: 175.0 3290.0
INFILTRATION Area X BWPIVI = Points Area X WPM = Points
1706.0 -0.59 -1006.5 1706.0 -0.59 -1006.5
EnergyGauge4D DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT#:
BASE AS-BUILT
Winter Base Points: 135170 Winter As-Built Points: 16439.5
Total Winter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
16439.5 0.500 (1.069xl.169xO.95) 0.487 1.000 4519.4
16439.5 0.500 (1.060xl.169xO.88) 0.487 1.000 4519.4
13510.0 0.6274 8476.2 1 16439.5 1.00 1.129 0.487 1.000 9038.9
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Numberof X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 50.0 0.88 3 1.00 2746.00 1.00 8238.0
As-Built Total: 8238.0
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling Heating + Hot Water = Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
9269 8476 8238 25983 1 8124 9039 8238 25401
E PASS
'i 111E S
0 -
Ar 0
EnergyGauge"A DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 dm/sq.ft.window area; .5 cfm/sq.ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends
from,an is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
L I I have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker(electric)or cutoff(gas)must be provided.External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Showerheads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics:R-6 min.insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min.R-1 9.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floors R-1 1.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 83.0
The higher the score,the more efficient the home.
1. New construction or existing New 12. Cooling systems
2. Single family or multi-family Single family a. Central Unit Cap: 17.0 kBtu/hr _
3. Number of units,if multi-family I SEER: 10.00 -
4. Number of Bedrooms 3 b. Central Unit Cap: 17.0 kBtu/hr -
5. Is this a worst case? Yes SEER: 10.00
6. Conditioned floor area(ft) 1706 ft' c. N/A
7. Glass area&type Single Pane Double Pane -
a. Clear-single pane 0.0 ft2 139.0 ft2 - 13. Heating systems
b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap: 17.5 kBtu/hr _
c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:7.00 -
d. Tint/other SHGC-double pane b.Electric Heat Pump Cap: 17.5 kBtu/hr _
8. Floor types - HSPF:7.00 -
a. Slab-On-Grade Edge Insulation R=0.0, 175.0(p)ft _ c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types - a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=I 1.0, 1680.0 ft2 - EF:0.88
b. Frame,Wood,Adjacent R=I 1.0,152.0 ft2 _ b.N/A
c. N/A
d.N/A c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0,833.0 ft2 15. HVAC credits
b.Under Attic R=I 9.0,873.0 ft2 (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,124.0 ft MZ-C-Multizone cooling,
b. Sup:Unc. Ret:Con. AH(Sealed):Interior Sup.R=6.0,214.0 ft MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded) -TUE sr4l,
in this home before final inspection. Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features,
Builder Signature: Date:
Address of New Home: City/FL Zip:
*NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStar7mdesignation),
your home may qualifyfor energy efficiency mortgage(EEAI) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.uqf edufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge(&(Version:FLRCPB v3.30)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
AIR FLOW DESIGNS Job:1706 09-17-2004
5615 ST.AUGUSTINE RD.,JACKSONVILLE,FL 32207 Phone:(904)398-0831
Project Information
For: Quality Remodeling&Framing
Notes: SYSTEM1
Design Information
Weather: Jacksonville—AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 OF Outside db 94 OF
Inside db 72 OF Inside db 75 OF
Design TD 40 OF Design TD 19 OF
Daily range M
Relative humidity 55 %
Moisture difference 37 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 17785 Btuh Structure 10556 Btuh
Ventilation air 163 cfm Ventilation 1212 Btuh
Ventilation air loss 7172 Btuh Design temperature swing 3.0 OF
Design heat load 24957 Btuh Use mfg. data n
Rate/swing multiplier 0.99
Infiltration Total Sens. equip. load 11650 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 1 Internal gains 0 Btuh
Ventilation 1459 Btuh
Heatin Cool' Infiltration 1467 Btuh
.q Ing
Area(fl:2) 873 873 Total latent equip. load 2927 Btuh
Volume(ft) 6984 6984
Air changes/hour 1.4 0.5 Total equipment load 14577 Btuh
Equiv.AVF(cfm) 163 58
Heating Equipment Summary Cooling Equipment Summary
Make CARRIER Make CARRIER
Trade Trade
38YCCOl 8 38YCCOl 8
FA4ANF01 8
Efficiency 7.0 HSPF Efficiency 10.0 SEER
Heating input 0 Btuh Sensible cooling 12750 Btuh
Heating output 0 Btuh Latent cooling 4250 Btuh
Heating temp rise 0 OF Total cooling 17000 Btuh
Actual heating fan 0 Cfrn Actual cooling fan 600 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh
Space thermostat Load sensible heat ratio 80 %
Bold4talic values have been manually oven1dden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
VVrjgHt!&C3-ft Right-Suite Residential—5.0.28 RSR32100 2004-Sep�17 11:34:28
H:\MASDC\QUALITY REMODELING AND FRAMING KEVIN BENNET-111 706SYSI.rsr Page 1
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
AIR FLOW DESIGNS Job:1706 09-17-2004
5615 ST.AUGUSTINE RD.,JACKSONVILLE,FL 32207 Phone:(904)398-0831
Project Information
For:' QUALITY REMODELING&FRAMING
Notes: SYSTEM 2
Design Information
Weather: Jacksonville—AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 OF Outside db 94 OF
Inside db 72 OF Inside db 75 OF
Design TD 40 OF Design TD 19 OF
Daily range M
Relative humidity 55 %
Moisture difference 37 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 17385 Btuh Structure 10504 Btuh
Ventilation air 156 cfm Ventilation 1170 Btuh
Ventilation air loss 6864 Btuh Design temperature swing 3.0 OF
Design heat load 24249 Btuh Use mfg. data n
Rate/swing multiplier 0.99
Infiltration Total sens. equip. load 11558 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 1 Internal gains 460 Btuh
Ventilation 1409 Btuh
Heating Cooling Infiltration 1400 Btuh
Area(ft ) 833 833 Total latent equip. load 3269 Btuh
Volume(ft3) 6664 6664
Air changes/hour 1.4 0.5 Total equipment load 14827 Btuh
Equiv.AVF(cfm) 156 56
Heating Equipment Summary Cooling Equipment Summary
Make CARRIER Make CARRIER
Trade Trade
38YCCOl 8 38YCCOl 8
FA4ANF018
Efficiency 7.0 HSPF Efficiency 10.0 SEER
Heating input 0 Btuh Sensible cooling 12750 Btuh
Heating output 0 Btuh Latent cooling 4250 Btuh
Heating temp rise 0 OF Total cooling 17000 Btuh
Actual heating fan 0 Cfrn Actual cooling fan 600 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh
Space thermostat Load sensible heat ratio 78 %
Soldlitalic values have been manually overddden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
A:. VVr-1C)H1t!&C:>ft Right-SuiteResidential�5.0.28RSR32100 2004-Sep-1711:34:40
,4M HAMASDC\QUALITY REMODELING AND FRAMING KEVIN BENNETT\1 706SYS2rsr.rsr Page 1
RETURN
MONE# 1,ocl.20 JW8307
211 1 R6e Zr3d e d
NOTICE OF COMMENCEMU 07/14/2004 04-.28-.01 PH
JIM FULLER
ch
0 State of ELCIa.mA Tax Folio No. CLM CIRCUIT COURT
rq County of ��,A D= CMIT
RECORDING S 5.00
TRUST FUND S 1.00
Cn To Whom It May'Concem: REC ADDITIOWL S 4.00
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance
with Section 713 of the Florida Statutes,the following information is stated in this NOTICE.OF COMMENCEMENT.
Legal cription of property being improved: Z-07-, / . S_ 1A 6, S_MEZ t 1.4 0,_
�51,h - AnA_A )fr_0
Mr--n 1,4, Ir-
Address of property being improved: A)IA-
General description of improvements: k7a 3 :TT40�
Owner: VK), I AJ W= -
Address: 44 tcl --r7C1
A Q rl_ =5 IfS& (ILLUE _33--K-1-2
Owner's interest in site of the.improvement: LA
Fee Simple Titleholder(if other.than owner):_:4�___
Nam e:
Address:
Contractor: Kyvc3t� W 9q_tjQ%:;tt_ 0, eirz
Address: LP47A r-Li-c-c- E_? 3-z-zL-7-7
Q
PhoneNo- q0t4'--?yy-6?14-7 Fax No: 4br-f- ?V-V-O?V-7
Surety(if any): A.YA-
Address: Amount of Bond S
Phone No- —Fax No:
Name and address of any person making a loan for the construction of the improvements.
Name: 42-&-�
Address.
Phone No: Fax No:
'Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents m.ay-be served-
Name:
Address:-
Phone No: Fax No-
in addition to himself,owner designates the following person to receive a copy of the Lienor's Notice.as provided in
Section 713.06(i Florida Statues. (Fill in at Owner's option).,.
N e.,.
am
Address:
Phone No: —Fax No:
Expiration diie of Notice of Commencement(the expirat1oq,-',4ate is one(1)year from the date of recording unless a
different date is specified):
TFUS SPACE FOR RECORDER'S USE ONLY OWNER
Signe4: Date:
Before me thi:r___L21 day'of �UtA W , in t�c County
of Duval,State of Florida eared -
has personally Op
-Q)t Lo \ 'R�AIAA
Notary Public at Large,State of Florida,CounV of Duval.
My commission expires:
Personally Known:
M.BKV& nAMS
ca ion
Produced Identifi t' MY UUMM1001"'A W WD 177552
EXPIRES:Jan'-WY 14,2007
Project Name: BENNETT DUPLEX
Lot: 1 Subdivision: County: Duval
Building Code: FBC2004
Computer Program Used: MiTek 6.2
General Truss Design Loads
Roof Gravity:42 psf Total Load(Cd 1.25)
Floor Gravity:55 psf Total Load(Cd 1.00)
Wind: 120 mph from ASCE 7-02
Individual Truss Drawings Show Special Loading Conditions
This package includes 6 truss design drawings with individual date of design.
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance
with Rule 61 G1 5-23.002(2)and 611 G1 5-31.003 of the Florida Board of Professional Engineers.
Notes: The seal on this index sheet indicates acceptance of
professional engineering responsibility solely for the Truss Design
Drawings listed below and attached. The suitability and use of each
drawing for any particular building is the responsibility of the e neson
Building Designer,per ANSI/TPI 1-2002 Section 2. 8
P. .585444
Structural Engineer of Record Name and P.E.No.: /15/05
Structural Engineer of Record Address:
Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,
a Florida Corporation.Florida Engineer Business No.7547
4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200
NO TRUSS ID# DATE
1 0402081-FOl 12/15/05
2 0402081-FO2 12/15/05
3 0402081-FO3 12/15/05
4 10402081-FO4 112/15/05]
5 1��2081-FO5 112/15/05
6 10402081-GELl 1112/15/05 1
1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF
RECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER
BRACING AND GABLE END LATERAL BRACING.
2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN
THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN
ACCORDANCE WITH BCSI-03.
3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES.
4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL
OTHER INTERESTED PARTIES.
5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR
ENGINEER OF RECORD REQUIRED TO PROVIDE THIS — SEE NOTE I ABOVE.
6. BOTTOM CHORDS REQUIRE RIGID CEIIING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE.
BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS — SEE NOTE 1 ABOVE.
7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.
8. DO NOT CUT OR ALTER TRUSS MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR
TRUSS REPAIR DRAWINGS, FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER,
SPECIFIC SCOPE OF REPAIR AND CONTRACTOR CONTACT INFO.
za
3 2
3 x a
2
SYMBOL INDICATES HEQUIRCD
SYMBOL AND 4x6 4 x 6 LATZM BRACING.
PERMANENT LATERAL INDICATES LOCATION WHERE
REQUIRED SIZE AND 4 (SUPPORTS) OCCUR
LOACTION OF TRUSS PLATE, BRACING IS THE HEARINGS
PLATE TEETH MUST BE OF THE ICONS VARY BUT REACTIONS
nU-f nQ=DlD INTO BUILDING DESIGNER SECTION INDICATES JOINT
NUMB=V= BZARDW
LUMBER AM PIATES MAY OCCUR ALL BRAROM AM
NOT BE CUT OR ALTERCD CONSIDSM TO in NO 2 Sw
(m).
ENERAL NOTES
3 m4 3zl AND DETAILS
8 7 -.a*�A
X x 4 4 3t 4 agnj!z v
JOINTS AM GENERALLY NUMBERED CLOCKWISE AROUND
THE TRUSS STARTING WITH THE JOINT rARTMEST TO THE I
LEFT. DIKINSIONS ARE SHOWN IN I TRUETRUM
FRET-INCHES-SucrEENTHS.
U=TXCMWGY 18 A M7=08 NAM OWM BY JAX APU TWMLOGY W- A FLOMA CORPOPAMN nM CA NO. 7547-4746 BUTTON PARK ODURT,9M 402 JACX90NVUM FL SWA- 904,821UN
MgM IN T= DUVING 0 TJZ SOXX PROPOM UP AM==10149Y M 13 70 a UM ONLY 91 CONAMMY WITH?Mm DMON0 BY APRK OGY.
OF
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job Truss Truss Type City Piy DUTTON ISLAND DUPLEX
0402081 F02 FLOOR 2
-- ------ -- :Job Reference(optional)
6.200 s Jul 13 2005 MiTek Industries,Inc. FnDec0907:39.382005 Pagel
0-1-8
1-3-0 1-4-4
1-1-121
0-1-8
�1,=143 7
3,3 M1120- 3XI M- 3.3 mll2o-
10 KIM- 3,3 M1120- 3.3 M1120� 3.3 M1120- 3.3 M1120- 3.3M020- 3.3 M112D- M HIM FP- 3x3M1120- 1,3M114 I 3,3M1120- 1.3 M1120-
3D 3 4 5 r 7 8 9 11 12 13
31
BLI
0
B2 -
27 26 21 24 23 22 21 20 18 17 16 15
�3 M1120- 30 MIIM� 3.8Mh20FP- 3.3MI120- 1.3MI120[l WM11201P 313MI120- 30 M1120- 3�M1120- 3,3 M1120 1 3,4 W20 1.3 M1120 1 3.3 M11M- 3X3 Win- 313 M1120-
3.3 M11W-
8-1-2 8-1-2 8-1-2
1-6-0 4-0-0 6-6-0--- 10-7-4 13-1-4 15-7-4 16-11-1�18-4-4 -6-0 -0-0
23 25
1-6-0 2-6-0 2-6--0- 4-1-4 2-6-0 �DE�F L- 2-6-0 - 1-4-8--1-4-8 5-1-12----- 1-6-0
LOADING(psf) SPACING 1-4-0 CS1 in (loc) I/defl Ud PLATES GRIP
(LL)
TCLL 40.0 Plates Increase 1.00 TC 0.62 lert(LI-) -0.10 24 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1 00 BC 0.77 Vert(TQ -0.16 24 >999 2140
.r.(,L)
BCILL 0.0 Rep Stress Incr Y�S WB 0.35 Horz(TL) 0.03 14 n/a n/a
BCDL 5.0 Code FBC2004/TP12002 (Matrix)
Weight 131 Ito
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 4 X 2 SYP No.2D verticals.
WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:19-20,18-19.
REACTIONS (lb/size) 29=555/0-3-8,14=38510-3-8,19=1 316/0-3-8
Max Grav29=562(load case 7),14=491(load case 3),19=1316(load case 1)
FORCES (lb)-First Load Case Only
TOP CHORD 29-30=-552,1-30=-551,14-31=-407,13-31=-406,1-2=-552,2-3=-1326,3-4=-l691,4-5=-1743,5-6=-1495,6-7=-883,7-8=131,8-9=131,9-10=168,10-11=-598,11-12=-598,
12-13=-395
BOTCHORD 28-29=29,27-28=1035,26-27=1602,25-26=1602,24-25=1743,23-24=1743,22-23=1743,21-22=1272,20-21=470,19-20=-785,18-19=-785,17-18=598,16-17=598,15-16=656,
14-15=21
WEBS 9-19=-1 248,1-28=711,9-20=870,2-28=-672,7-20=-836,2-27=404,7-21=574,3-27=-384,6-21=-541,3-25=1 25,6-22=309,4-25=-70,5-22=-337,4-24=-51,5-23=67,13-1 5=509,
9-18=821,12-15=-362,10-18=-1041,12-16=-79,10-17=326,11-16=275
NOTES (8-9)
1)Unbalanced floor live loads have been considered for this design.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection,
3)All bearings are assumed to be SYP No.2
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongloacks to be attached to walls at
their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)450 Ito down at 20-11-12 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
1)Floor:Lumber lncrease=1.00,Plate lncrease=1.00
Uniform Loads(plfl
Vert:14-29=-7,1-13=-67
Concentrated Loads(lb)
Vert:16=-450(B)
Job Truss Truss Type Qty ply DUTTON ISLAND DUPLEX
0402081 F04 FLOOR
--Job Reference(optional)
6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 09 07:39:3 1 9 2005 Pagel
0-1-8
111 1-3-0-1 1-7-8 0-1-8
,I�1, 137 3
4,5 M1120- 3,3 M1120- 4.5 M1120-
1,3 M1120- 4.5 M1120- 30 M1120- 3.8 M1120 FP- 1.3 M1120 1 3.3 M1120- 3,3 M1120- 3.3 M1120- 45 M1120- .3 M1120-
2 3 4 6 7 8 9 10 11
-TI --T2
21
2
23 22 21 20 19 18 17 16 11 14 13
6,8M1120- 6,BM1120- 4�M11W 11 M M420 FP- 3.8M1120 I 3.8M1120 1 3.8 M1120 1 3�M1120 11 3,8 M1120 11 3,0 M11K FP 4,8 M 1120 6,8 M1120- 6,8 M1120
8-1-2 8-1-2
1-6-0 4-0-0 -- 6-6-0---- 12-1-8 14-7-8 17-1-8 19-7-8 21-1-8
1-6-0 2-6-0 2-6-0 5-7-8 2-6-0 2-6-0 2-6-0 1-6-0
Eduel.I'l 8:0-3-0.0-0-01
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi Ud i PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(I-L) -0.34 18 >733 360 M1120 249/190
TCDL 10.0 L b Increase 1.00 BC 0.74 Vert(TL) -0.53 17-18 >470 240
um er
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.05 12 n1a n/a
BCD1- 5.0 Code FBC2004/TP12002 (Matrix) Weight:137 lb
J-
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end
BOT CHORD 4 X 2 SYP No.2D verticals.
WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 24=1142/0-3-8,12=1142/0-3-8
FORCES (lb)-First Load Case Only
TOPCHORD 24-25=-1134,1-25=-1132,12-26=-1134,11-26=-1133,1-2=-1240,2-3=-3138,3-4=-4381,4-5=-4381,5-6=-5173,6-7=-5173,7-8=-5063,8-9=-4398,9-10=-3133,10-1l=-1241
BOTCHORD 23-24=62,22-23=2344,21-22=3895,20-21=3895,19-20=4870,18-19=5173,17-18=5173,16-17=4881,15-16=3893,14-15=3893,13-14=2345,12-13=62
WEBS 11-13=1566,1-23=1564,10-13=-1497,2-23=-1498,10-14=1070,2-22=1077,9-14=-1030,3-22=-1028,9-16=685,3-20=658,8-16=-655,5-20=-664,8-17=247,5-19=402,7-17=-146
,6-19=-161,7-18=-95
NOTES (5-6)
1)Unbalanced floor live loads have been considered for this design.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at
their outer ends or restrained by other means,
5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7647-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DUTTON ISLAND DUPLEX
0402081 GELl FLOOR 4 1 Job Reference(optional)
6.200 s Jul 13 2005 MiTelk Industries,Inc. Fri Dec 09 07:39:40 2005 Page I
0-1-8 0-1-8
Scal, 143 7
3,8 M1120 FP-
2 3 4 5 6 7 8 9 lo 1 12 13 14 15 16 17 is 19 20 21
Tl�
stl i s I T,
41-
ri
434
mom= -------------
ENMENE"-
3.3 MH20- 3�M112D FP- W M1120-
8-1-2
25-0-0
25-0-0
LOADING(psf) SPACING 1-4-0 CS1 DEFIL in (loc) I/defi L/d PLATES GRIP
TCLL 40.0 Plates Increase I TC 0,04 Vert(LL) n/a n/a 999 M1120 249/190
TCDL 10.0 Lumber Inc ase 1.00 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr NO WS 0.02 Horz(TL) 0.00 22 n1a n/a
BCDL 5.0 Code FBC2004/TPI2002 I (Matrix) Weight:109 It,
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 4 X 2 SYP No.2D verticals.
WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc,bracing.
OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) 42=35/25-0-0,22=24/25-0-0,41=98/25-0-0,40=98/25-0-0,39=98/25-0-0,38=98/25-0-0,37=98/25-0-0,35=98/25-0-0,34=98/25-0-0,33=98125-0-0,32=98/25-0-0�
31=98125-0-0,30=98/25-0-0,29=98/25-0-0,28=98/25-0-0,27=98125-0-0,26=98125-0-0,25=97/25-0-0,24=101125-0-0,23=82125-0-0
FORCES (b)-First Load Case Only
TOPCHORD 42-43=-32,1-43=-32,22-44=-21,21-44=-20,1-2=-4,2-3=-4,3-4=-4,4-5=-4,5-6=-4,6-7=-4,7-8=-4,8-9=-4,9-10=-4,10-11=-4,11-12=-4,12-1 3=-4,1 3-14=-4,14-1 5=-4,1 5-16=-4,
16-17=-4,17-18=-4,18-19=-4,19-20=-4,20-21=-4
BOTCHORD 41-42=4,40-41=4,39-40=4,38-39=4,37-38=4,36-37=4,35-36=4,34-35=4,33-34=4,32-33=4,31-32=4,30-31=4,29-30=4,28-29=4,27-28=4,26-27=4,25-26=4,24-25=4,23-24=4
,22-23=4 89,17-26=-89,18-25=-88,
WEBS 2-41=-89,3-40=-89,4-39=-89,5-38=-89,6-37=-89,7-35=-89,8-34=-89,9-33=-89,10-32=-89,11-31=-89,12-30=-89,13-29=-89,14-28=-89,16-27=-
19-24=-92,20-23=-76
NOTES (8-9)
1)All plates are I x3 M1120 unless otherwise indicated.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)Gable requires continuous bottom c1nord bearing.
4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
5)Gable studs spared at 1-4-0 oc.
6)All bearings are assumed to be SYP No.2
7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at
their outer ends or restrained by other means.
8)Apex Technology is a fictitious name owned by Jax Apex Tahenology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
VMIN. RETURN
MONE#_2LP7�7 joc#.ij QAT28307
ook. �L 9 0
NOTICE OF COMMENCEMENT 'F'i & Recorded
07/14/2004 04:28:01 PH
co JIM FULLER
am -F(-c 3 a 5� -
0 State of A Tax Folio No. CLERK CIRCUIT COURT
"4 County of NAA 305,&_ UUVHL UOUR I T
RECORDING $ 5.00
TRUST FUND $ 1.00
To Whom It May'Concem: REC ADDITIONAL $ 4.00
The undersigned hereby informs you that improvements will be made to certain real property,and in accordance
with Section 713 of the Florida Statutes,the following information is stated in this NOTICE,OF COMMENCEMENT.
0,
Ch Legal cription of property being improved: —SWS, S7-Eegj.4P,_7—_
74
Address of property being improved: A)
General description of improvementsi
Owner: V-r--Lj vl-j LU � 6TLAj tj tF-
Address: qL1-151 F=L 3�z,-Z--7-7
I—A ci g.
Owner's interest in site of the.improvement: BLA
Fee Simple Titleholder(if other than owner):
Name:
Address:
Contractor: LF;C-1t:A� W , SV;j1J&A:;t17__ A6&-=4 J— E;�A--L4d1yj-X�---
Address: LP47-61
A., jSE
PhoneNo: Fax No: 5�jY- .7((V-0?V-7
Surety(if any):
Address: Amount of Bond S_ A_)1A
Phone No: Fax No:
Name and address of any person making a loan for the construction of the improvements.
Name:
Address: L
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other
documents may be served:
Name:
Address:
Phone No- Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice.as provided in
Section 713.,06(2)(b) -Florida Statues. (Fill in at.Owner's option),..
Nanie-�
Address:
Phone No: Fax No:
Expiration date of Notice of Commencement(the expiration.date is one(1)year from the date of recording unless a
different date is specified):
TIRS SPACE FOR RECORDER'S USE ONLY OWNER
Signed: Date:
Before-Ime this day'or _T_oIGO�'in the County
V,
of Duval,State of Florida,has personally eared
_K�u Pf
Notary Public at Large,State of Florida,CounV ofbuval.
My commission expires:
Personally Known: WAMS
Produced Idptificatibn: _00177552
uary K2007
EXPIRES:Jan
BMW TWU No"Pd.*LW-Ivm
WATER IMPACT FEE WORKSHEET
ADDRESS:
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers,commercial 3
Automatic clothes washers,residential 2 z--
Bathroom group consisting of water closet lavatory,
Bide� and bathtub or shower 6
Bathtub(with or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory I
-Dishwashing machine,domestic 2
Y2
Drinking fbuntainCpmaker
Floor drains 2
Hose bib 1
Kitchen sink, domestic 2
Kitchen.sink, domestic with food waste grinder andfor
dishwasher 2- 2
Laundry tray(1 or 2 compartments) 2
Lavatory
Shower compartment domestic 2
Sink 2
Urinal 4
Urinal, 1 gallon per flush or less 2
-Wash sink (circular or multiple)each set of faucets 2
Water closet flushometer tank, pubk or private 4
Water closet private installation 4
Water closet,public installation 6
TOTAL NUMBER OF LINITS-- Irc?,
I MULTIPUE X'20
I TOTAL S ��6
ZONTNC A140 SUBDIVISION PIGULATIONS 124-106
(2) blaximes buildiag Issight,35 f"L
(0-d. No.W12-74,j 2(M.F,2).77-2642;Ord.No,90-87-L 13.1 1,
SWOL RG-I an RGAA AnAddsucW dvs*rW—T-*4amft"Asu.
I axid ItC,LA a4mi&u are iW&ad*d for d"Glapanat d m"um assmity
two-family resklastial grow.
N) POPMAMd assa,res Was pertnifted%A them diamu an"(alkArx
(1) Illngbe-fius*dwatUags;
(2) Two-1kaWy dw*ll!aW,
(3) Acceesory uou.
(4) Mashed ujkit 46veIqWWnt4I,
(a) TowvAoum saA rewhousu-,tw#urm Ming a plat when saW;
(6) Govemeawat buWisp&ad NcJitiss-
(C) Van by to these dialicut.the Was by-2cepti"we a&fullowc
(1) Child con
(2) ctumb";
(3) ?%blie Mad WJV&W nMMtW@Al fWU60%
(4) Sebbels;
is) usea"C""Mma;
44) rangy Car*utdass'.
(d) A(iniotuin Lot op,vim-#A*MiPWM*#9LL The MiRiffu=s vwquir-McMU for let" "d S'Lcs ;a
UAM diftritts 00 W
c(1) Lot or sitA
a. R(;-I duaww.
1. &.ON Square fosf�arva4maily;
is, RCMA
2, r.6"sqoww took,twojamily-
12) Lot wi"'.
a. -AG-1 disuies,
so obat,'AMWp-(amIly*.
2. So two-Addly
Says.Nq,.4 1437
Ule Iz-
7
AM Z LA� -C
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r.>Y �Z: CA.Cjek"V��
CITY OF ATLANTIC BEACH
P BLIC UTILITIES DEPARTMENT
U
1200 Sandpiper Lane
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # 0 5—'51 q 6�y
Property Address: . -45D
Applicant: y I K vt-e+�-
Project:
Your application is approved as noted by the Public Utilities Department.
Final application approval must come from the Building Department.
o Your permit application has been reviewed by the Public Utilities Department
and the following items need attention:
6'4
r6ec'(e AICAE-0-272 oez�v f:Fyk 4 zyq-rg�-e z2W e- M&-Tte.
:5t-jdae TA2
71-1- 4-V// /70 ;;a I/,- 0�. 49,-'C 4�7e- a-,-)0� "2 n
S-
'A Ae
ze 7-
2 d:a c,4 P,�4 d-t--a a :a
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
�"In
Reviewed by Donna Kal Public Utilities Director
Date
Contractor Notified Date
CITY OF ATLANTIC BEACH
PUBLIC UTILITIES DEPARTMENT
1200 Sandpiper Lane
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address:
Applicant: V1
Project: n-(,LL) MQ- Q
/d Your application is approved as noted by the Public Utilities Department.
-Final application approval must come from the Building Department.
u Your permit application has been reviewed by the Public Utilities Department
and the following items need attention:
a'91119
Ile -17
2/-
7
Z
z2 C-4 ela� deAz 14 Cz
11-10,111-eyeA? Z9,
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904) 247-5834.
Reviewed onna Kal Public Utilities Director
Date
Sigr4f�re
Contractor Notified Date
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD/BUILDING AND PLANNING
ATLANTIC BEACH,FLORIDA 32233-5445
Telephone: (904)247-5800
Fax: (904)247-5845
hftp:1/ci.atIantic-beach.fl.us
FAX
To: U.Viyl b('1AVt4 Fax#: 144-- b-74-1`—
From: lrli W1 -40 IRKjn� Date:
—F'x'p�j '
Pages: Re: DLt4b R a �i
F-1 Urgent V/For Review Please Reply
Notes:
Page 1 of I
2027 ISS7
2016
IOU
20)0
2m
lowmamum
http://maps2.coj.net/output/jaxMapsP—GISMAP12656277610718.png 1/27/2006
Page I of I
57,
http://maps2.coj.net/output/jaxMapsP—GISMAP2480220410613.png 1/27/2006
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Depa=ent CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested: C/. 12 - ,A 7
Contractor Name: #X/9 V i il J!E2-A 2 7r
Permit #: -3/ 9 06
Property Address:
Legal Description:
Improvements to the above-described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as: El Single-Family Residence
F-1 Commercial
t�,/ Other:
Lowest Floor Elevation:
Required As Built FFE
The following must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works
Public Utilities
Building
lanning z
Final Survey with FFE /Yes No
Ye
All Re-Inspect Fees Paid :V,s 0
Termite Treatment : �es N o
Graham Shirley
From: Clemons, Malcolm
Sent: Thursday, September 20,2007 10:01 AM
To: Kaluzniak, Donna
Cc: Graham Shirley; Brugman Kerri
Subject: RE:450 W Dutton Island Rd 05 31906
No Irr. Backflow OK Malcolm
From: Kaluzniak, Donna
Sent: Tuesday,September 18, 2007 4:37 PM
To: Clemons,Malcolm
Subject: FW:450 W Dutton Island Rd 05 31906
From: Graham Shirley
Sent- Tuesday,September 18,2007 4:36 PM
To: Carper,Rick; Kaluzniak,Donna; Nodine,Phil; Deming,James;Walker,Chris
Cc: Hufsteder,David; Brugman Kern; Matthews,Carlene; Lanier,Joyce
Subject: 450 W Dutton Island Rd 05 31906
Kevin Bennett has requested a final co inspection for 450 W Dutton Island Rd for 9/19/07 permit#05 31906
Kevin's#744 0747
Chris's#(GC) 994 1536
Graham Shirley
From: Walker, Chris
Sent: Wednesday, September 19, 2007 4:13 PIVI
To: Graham Shirley
Subject: RE: 450 W Dutton Island Rd 05 31906
Everything is good here.
From: Graham Shirley
Sent: Tuesday,September 18,2007 4:36 PM
To: Carper, Rick; Kaluzniak, Donna; Nodine,Phil; Deming,James;Walker,Chris
Cc: Hufstetler,David; Brugman Kerri; Matthews,Carlene; Lanier,Joyce
Subject: 450 W Dutton Island Rd 05 31906
Kevin Bennett has requested a final co inspection for 450 W Dutton Island Rd for 9/19/07 permit#05 31906
Kevin's#744 0747
Chris's#(GC) 994 1536
j
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032289 Date 2/08/06
Property Address . . . . . . 450 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . NEW SERVICE
Application description . . . ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
---- ------ -------------- -------- ----------------
BENNETT SCHUMAN ELECTRIC INC.
P. 0. BOX 48171
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32247
(904) 737-4040
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 2/08/06 Valuation . . . . 0
Expiration Date . . 8/07/06
----------------------------------------------------------------------------
Special Notes and Comments
HAD CREIT 100 . 00 NO BALANCE AFTER
PERMITS FOR 450 W 452 W DUTTON ISLAND
RD
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDINGCODES.
BUILDING OFFICIAL
02/08/2006 10:11 9043964104 SCHumANELETRIC PAGE 02
-- -n
. 1 CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
Date: gR
Property Address: 770v JS JV
Owner: j-7�a'j*jv7f ir Telephone#i 7Y'I- 07
Contractor. SWZ��C �*-3 ��#%Jc Telephone#:* 737-yvo�o
ContractorAddress: Fax
b considaidon of pamit given for"ng&work as describW in the above saftment,we botby agm to WG said work in
of Adande Beach
accorducc wilb the afteched 01ans and specificalion-t whil�h ww a Pw%Inamf and in naeordancm w;Ul the
oMipance and of wed omcdca listed thmin.
Building: Building TM:. Q Trailer semcke; If othir conenmdon is,
W baing dopa an Oft bm;ldiurs
New Residence C3 Tcmp. X N; Orift- list the boAdizz
Old 0 Commercial 0 Sips 9 Increw PC amber
C3 Re'-wire 13 Addition Sq.Ft d Repair ,
G�r Size; AbVS: 3-0 COPPER r-1
Switcb or RACE
Breaker AWS /S-O PH W 3 VCIL WAY
Existing Service RACE
Size- AMPS PH W VOLT WAY
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Cutieft
CONCEALED OPEN
ReSTacles CONCEALED OPEN
n 10&M 31 lap Ahm--
sw.itches
Incandescent
&
M.V.
Fixed BELL
Appliances TRA.NSFE-11L
Air FLP-RATING RP.RATING CETI—Na KW-HEAT
Conditioninit I COMP.MOTOR OTHER MOTORS AWS BEAT
T --3 c)
motors VOLTAUE PH I NO. TOVUL I ft-P.
-M�QQV-
Transformen NO. KVA NO. KVA
No.Neou Transf.
EL S*
Miscellaneous
IeIZOI-W-2,V417
SOOSeminolelload Atlantic Bcach,Florida 32233-5445
Phone,(904)Z47-5890 a Fax. (904)247-SM-, lkttp.*/Iwww.cLadantic-beacb.fLus
.00
SEP-26-2007 WED 12: 19 PM P- 003
TURNER PEST CONTROL-, LLC
480 EDGEWOOD AVE S
JACKSONVILLE, FL 32205
PHONE (904) 355-5300 FAX (904) 353-1488
CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION
(AS REQUIRED BY FLORIDA BUILDING CODE SECTION 1816.7)
PROPERTY ADDRESS: 450 DUTTON ISLAND ROAD W
CITY, STATE: ATLANTIC BEACH, FLORIDA
PERMIT: 05-31906
BUILDER: BENNETT'S QUALITY REMODELING
DATE OF APPLICATION: MARCH 08, 2006
DATE OF FINAL: AUGUST20, 2007
METHOD OF TERMITE PREVENTION TREATMENT:FINAL
(a0lL SA&RIER, WOOD TREATMENT, BAIT SYSTEM, OTHER)
THE BUILDING HAS RECEIVED A COMPLETE TREATMEW FOR THE
PREVENTION OF SUBTERRANEAN TERMITES BY TURNER PEST CONTROL LLC.
TREATMENTPERFORMIED BY TURNER PEST CONTROL LLC IS IN ACCORDANCE
WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.
SEPTEMBER 26, 2007
AUTHOR14"ONMURE) DATE
CERTIFIED OPE+OR-"
FROM FAX NO, Sep. 26 2N7 12:OOPM P2
MAP SHOWING SOUNDARY SURVEY OF
THE IMF 37. LOT lfiCOROM TO TK MAT
—-------- -Ec� &PLAT
AS WCORDED IN PLAY 900K 46. PAOE(S) 11 OF THC CURRENT
PURC RECORDS OF OWAL COUNTY. FLORIDA.
CERTIFLIED TO:
KEVIN SENNETT
N 4W4O'OV" N 37.50' (R) WrnN MAW M240 MOSM)
N W40va,E 37.w. (10)
CIAWN jffoA 0 mAv
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s w4olig,w 37,42- (M) SUBDIVISION REPLAT
t--A A16, allrO& LOT I i PS. 43. PO. 56
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3 904-771-6468 RECORDS AM NOT SEARCHED By WE SURVDW FOR EASEMENT. TITLE
CDVUMT%GJLL*t FASWC CLOSAIM TAKNO OR 0110014M.EM
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&UWM OrPERNK STAM ALL OW WES VOLM 14AW NO M111"ICATIM.
I HEREVY CERTIFY THIS SURVEY WAS DONE uNOER MY
DIRECT SUPOW&M AND MEETS THE MINIMUM TECHNICAL 0 w " Pft OR now C. F
Pufit� llff 00%; ME
STANDARDS FOR LAND TO CHAPTER -05M.SuRygy-OR LIL54" P. VPWOWOOF M VA MCM
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a. HATCHER CEGRFICATE No.3771 r L'WH .AIR CONNIOM
L 01TIFICATT NO 4579 04111 VIA -WATER NEW I&
RAYMOND J.=a&� FLORIDA CtRTIFICATE NO:6132 OAv-:WFICIAL VOUNK PAIL -POIL 8111IIIIIN —:9=01
PJLM. Odp HM tftm ON-CNIM
JOB No. 53581 DATE 09-20-ZD07 A.L. wK
I"
Sr OWTER LT.
"Im ZQ. I _Man IM Ad I JXA �MWWWAJ nWM^MMW.0&R - 0ONWM
NOT VALID wumouT TmE SICNATuRE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSM SURVEYOR AND MAPPER
CITY OF ATLANTIC BEACH
BUILDING / ZONING DEP"TMENT L. Hi ins
800 Seminole Road Doerr
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # 0 Y - ---3/9 0-(e—
Property Address: 2)kzrp-,n /
41-0--M,6 2d
Applicant: "efy'i -n
Project:
T cation has been:
E3 Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date: 2- 7 - 05
Date Contractor Notified:
24 71-
CITY OF ATLANTIC BEACH
BUILDING/ZONING DEPARTMENT
800 Seminole Road L-J�gin-s
Atlantic Beach,Florida 32233 Dow,
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address:
Applicant:
Project: (t 12
f
This permit application has been:
ED Approved �
D Reviewed and the following items need attention:
Please re-submit your application hen these items have been completed.
Reviewed E Date: / - 2 -
7,6
Date Contractor Notified:
2 el 2—
CITY OF ATLANTIC BEACH Cc:
D. Ford
BUILDING / ZONING DEPARTMENT
S, L. Hjgqi�ns
I\tA 800 Seminole Road -S-5-oerr—
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address:
Applicant: V/
Project: Ivi to
This permit application has been:
Approved
Reviewed and the following items need attention:
Please re-submit you pplic tion when these items have been completed.
Reviewed By:_ Date: 2 ;> C�
Date Contractor Notified:
CITY OF ATLANTIC BEACH Cc:
BUILDING / ZONING DEPARTMENT D. Ford i
erninole Road
800S S—Doe-'R�
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application #
Property Address: 71-0-Y-)
Applicant: V f, 7) —&/)/-),ll
Project: X J- J't-) '-7,)
This permit application has been:
Approved
F-1 Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: C Date: 2-
Date Contractor Notified:
CITY OF ATLANTIC BEACH
N BUILDING PERMIT APPLICATION
(New Residential & Commercial)
A
W, Date:
Job Address:q��,S;�1-1��7-- St4B, STTFW4-7�r 104Y&� 47SL4,,^� A9_� V,
Owner's Nam.(_fL-Z,�
rzpj A*J11tf,
Address: V Phone: 4-Y
7 1:1- 32-7-2-7
Legal Description: Block Number: Lot Number: Zoning District:
Contracton. State License Number: Q3- -0 S9 3(bF5"
Address: Phone:
City: Y_52ia 4E� State: Zip: 3ZZ,77 Fax:
Describe proposed use and work to be done:
4-
Z47
Present use of land or building(s):
Valuation of proposed construction:
Is approval of Homeowner's Association or other private entity required? If yes, please submit with this
application.
Will this project involve changes In elevation,site grade'or any use of fill material, addition of 5% or more to the original
M
V,
impervio area or the removal of any trees? W
4�
NO
Z. Applicant certifies that no change in site grade, impervious area or rill material will be used on this
project..
�MY_E S.' See Step 2 below. Approval of the Public Works Depa itment is required prior to issuance of a Building
Permit ",&".
No. T , 4W
Applicant certifies that no trees will be removed for thli"project.
0 YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Couservai,Ion Board,which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all''steps and provide all inrormation as appropriate.
Incomplete applications may result in delay in issuance of Oermit.
STEP 1. Verify zoning designation and proper setbacks for,the proposed construction. If you are unsure of this Information, please .
contact the Planning and Zoning Department at 904-247-5826. Iii'order to correctly verify zoning designation, p1tase have
Property Appralser's Real Estate Number available.,k�
STEP 2. Contact the City of Atlantic Beach Department of Public Works to deterniihe if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
Ile Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-58,34
STEP 3. Submit Tree Removal Application if trees are to be removed or relocatrA
800 Seminole Road -Ailantic Beach,Florida 32233-5445
Phone: (904)247-5800 - Fax: (90,4)247-5845',,��",,bttp://www.ei.atlantic-bea'ch.fLus
Page 2 '"d 21AA
RPM
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work
being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
I. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage.
Identify any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Provide drainage plans.
7. Provide erosion and sediment control plan.
8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities.
Address and contact information of person to receive all correspondence regarding this application(please print).
Name: vn�tj-r_� U-z—_&J LICI—fL Q,fS,A, &A4Ln ig Mz— RZ-4 fy w-�
Mailing Address:
Telephone: Fax: E-Mail:
C/OY— 333-Y5_?S G�z—_C_C_
I hereby certify that I have read and examined this �pplication and attached documentation and know the same to be true and correct. All
provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a
permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws
in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this
permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as
required.
Signature of Owner: ate: / 7- C
AS TO OWNER:
A—cc
Sworn to and subscribed before me this day of beCe*V_� 20
State of Florida,County of Duval
J,,21,74 L.JIAC�KOL�� Notary's Signature:
at/ion
ix wy";� -Irit 30 rsonally known
No.GD 20741 ed ideritifi ation
ET Produr
E Type of identification produced
Date:
Signature of Contractor:
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of,::,�.Cejtt&Q'_
20
State of Florida,County of Duval
J,04Z�L JACKOLA Notary's Signature-
F 1,
jn,ida / / &/
H 30,21 - �,wfonally
My coinri.expire,_�Apr 00 7 0
2Produced il%
No.LD 20,414 d d*ific/ation
Type of identification producedF4
800 Seminole Road -Atlakic Beacb,Florida 32233-5445
Plione: (904)247-5800 Fax: (904)247-5845 - bttp://www.ci.atlantic-beach.fl.us
Page 3 Revised 9/04
CITY OF ATLANTIC BEACH
FLOOD PLAIN DEVELOPMENT INFORMATION
Location: LO 7'— -5UJ5,S F-e4J,*2,t 600�pu /S (Ars-0
Type of Development: &,-W,2� A-) ZI S 219ZJ
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 Acknowledgement: I understand that the issuance of this permit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affePting the proposed development.
Applicant's Signature: Date: -Z!—0!5
Department Use:
Required lowest floor elevation:
As built lowest floor elevation: .-
Survey filed with Building Department:
Building Department Representative
CITY OF ATLANTIC BEACH
PUBLIC WORKS DEPARTMENT
1200 Sandpiper Lane
U
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # 00-,51
Property Address: A i a d, ka
Applicant: Ovivi kmv4
Prroject.- —V--)U
Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
Your permit application has been reviewed by the Public Works Department
and the following items need attention:
Predevelopment survey with l ' contours requi&d.
Install silt fence around entire job site. iXz
On-site retention calculations req
,�04d (Land Development
Regulations 24-66lbI & 24-66(dl ) .
Driveway width maximum 12 ' from property line to edge o�
pavement; 3 ' flare allowed at EOP. (City Code 19-7) .Ck,
4r, *APPROVED AS NOTED 1/17/06. Sidewalks will be required for
HII—units.
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904)247-5834.
R Rick Carper,P.E., Public Works Director
Date
SignatuiO
Contractor Notified Date
CITY OF ATLANTIC BEACH
2, o
PUBLIC WORKS DEPARTMENT
......� 1200 Sandpiper Lane
Atlantic Beach,Florida 32233
(904)247-5834
(904)247-5843 Fax
www.coab.us
PLAN REVIEW COMMENTS
Permit Application # I q b-1
Property Address: a�qi 4o y a
pplicant: y I fX A
Pro ct:
ro c".
(Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
Your permit application has been reviewed by the Public Works Department
and the following items need attention:
Predevelopment survey with l ' contours required.
Install silt fence around entire job site.
On-site retention calculations required (Land Development
Regulations 24-66lbI and 24-66ldl ) .
Driveway width maximum 12 ' from property line to edge of
pavement; 31 flare allowed at EOP (City Code 19-7) .
APPROVED AS NOTED 1/17/06. Sidewalks will be required for
all uni—ts .
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions,please call (904)247-5834.
Re ck Carper, P.E., Public Works Director Date 134
Signature/'
Contractor Notified Date Fa_ .y�, 4 I
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C04PLIES VM FBC CHAPTER 17 SECTIONS 1707.4.41 FOR
ANDMING REOUIRCMENTS AND 1701.42 FOR KASONRY,
SHIM AS REM C04CRETE OR OTHER STRUCTURAL SUBSTRATES,MARCH L2002
(SEC NOTES)
Vom IV VOOD'. REV DESCRIPMON DATE l(Al.
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Project Name: BENNETT DUPLEX
Lot: I Subdivision: County: Duval
Building Code: FBC2004
Computer Program Used: MiTek 6.2
General Truss Design Loads
Roof Gravity:42 psf Total Load(Ccl 1.25)
Floor Gravity:55 psf Total Load(Ccl 1.00)
Wind: 120 mph from ASCE 7-02
Individual Truss Drawings Show Special Loading Conditions
This package includes 6 truss design drawings with individual date of design.
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance
with Rule 61 G1 5-23.002(2)and 61 G1 5-31.003 of the Florida Board of Professional Engineers.
Notes: The seal on this index sheet indicates acceptance of
professional engineering responsibility solely for the Truss Design
Drawings listed below and attached. The suitability and use of each
drawing for any particular building is the responsibility of the J)Arneson
Building Designer,per ANSI/TPI 1-2002 Section 2. 0. 8Z
o.58544
Structural Engineer of Record Name and P.E.No.: 12/15105
Structural Engineer of Record Address:
Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,
a Florida Corporation.Florida Engineer Business No.7547
4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 904-821-5200
NO TRUSS ID# DATE
1 0402081-FOl 12115105
2 0402081-FO2 12/15/05
3 0402081-FO3 12/15/05
4 10402081-FO4 112/15/05
5 10402081-FO5 12/15/05
6 10402081-GELl 112/15/05 1
PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGfiLm ---
ECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB
RACING AND GABLE END LATERAL BRACING.
!. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR IN
fHE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN
ACCORDANCE WITH BCSI-03.
3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES.
4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL
OTHER INTERESTED PARTIES.
5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR
ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.
6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE.
BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.
7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.
8. DO NOT CUT OR ALTER TRUSS MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR
TRUSS REPAIR DRAWINGS, FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER
SPECIFIC SCOPE OF REPAIR AND CONTRACTOR CONTACT INFO.
-3
2
SMML DMATIS MIQUUMD
S�YMBOL AMW lm=nwr 4 a 5 4z5 LATIRAL BRACM. INDICATES LOCATON VHMM
REQUIRE) S= AND 4 PONAMM LATZRAL
BRACM 0 THE HE
LOAMN OF TRUSS PLATZ COAMNOS SZM3' OWA
REWONSUMMY OF THE NS VA4 MUCIMNS
PLATZ TZWH MUST HE BUILDING DOMMIR SwmN INMATES Jow
FULLY Mimmo um NUMMIR WHEN RZARINGS
LUMBER AM PLATO MAY OCCUR. AM RZARMS AM
NOT HE CUT OR ALTM= CONSMIRM)TO as NO 2 SIP
(UND).
GENERAL NOTES
3 x 8 3xg AND DETAILS
8 7
4z 5 dAf
agni
JOVM ARE OMORALLY NUMBERM)CLOCKWISR AROUND 8-11-15
THE TRUSS, STAff= WITH THE JOINT FARTHOT TO THE
LEFT. DDARMNS ARE SHOWN IN TRUETRUM
A�W
fiMURIM�j I I
fsV=BY UX AM UMMWGY DF—.A FWNDA CORPORAWN MZ CA 90. 7547-4746 SVMN PARK COURZ&M 402 JACZ90NW=n 32224- 9"SM5M
18 To SX UMM 011LT IN COMUMM-W WM MM==W BY AM?WJW0WQY
TRUSS GABLE 2x4 NO 2 SYP "V BRACE TRUSS GABLE
WEB WEB
FASTENED TO EACH SIDE FASTENrj,
F GABLE WEB W/.131" x 2j" (2) ROWS .131" x ;:2
rqrAT 6" O.C. STAGGER NAILS
S
SPACING EACH SIDE
SECTION A-A SECTION A-A
OPTION OPTION
(97"-144") (97"-144 ti)
2x6 NO 2 SYP "L" BRACE
TRUSS GABLE ASTENED TO GABLE WEB TRUSS GABLE 2x6 NO 2 SYP "T" BRACE
X, W/.131" x 2j" AT 6" 0.C. WE ASTENED TO GABLE WEB
W/.131" x 2j" AT 6" O.C.
SECTION B-B y
OPTION I SECTION B-B
(73ty-96)9) OPTION 2
TRUSS GABLE (73'1-960))
WEB-\ 2x4 NO 2 SYP "L" BRACE
FASTENED TO GABLE WEB TRUSS GABLE 2x4 NO 2 SYP "T" BRACE
W/.131" x 2r AT 6" O.C. WE ASTENED TO GABLE WEB
E- W/131" x 2r AT 6" O.C.
SECTION C-C CONNECTION BETWEEN BOTTOM
OPTION 1 CHORD OF GABLE END TRUSS
AND WALL, AS WELL AS THE
(25'?-72't) SECTION C-C
DESIGN AND SPECIFICATION OF
F THE
PERMANENT BRACING 0 OPTION
ROOF SYSTEM IS THE GABLE END
RESPONSIBILITY OF THE (25#1-72fl) RACING DETAIL
BUILDING DESIGNER
*VERTICAL WEBS 24" OR ,t o�A
LESS DO NOT REQUIRE
CQ cq
v GABLE BRACES nUEnLW
I n A�W
u IR R
-"cq NOTED OTHERNME
A nOWU COMPOUMN WE CA NO. v ST& 4W FL SZVA- 9"BMUN
112MM AM N TO=V=--OnY m or 7zcmmu)n
'from
MA iw:, I
NO MWIN
fit
J17,4T
,V3
VAN.
Job Truss Truss Type Qty Ply DUTTON ISLAND DUPLEX
0402081 F02 FLOOR 2
--- — - - :Job Reference(optional)__
6.200 s Jul 13 2005 MiTek Industries,Inc. Fri Dec 09 07:39:38 2005 Page 1
0-1-8
1-3-0 1-4-4
1-1-12 0-1-8
IS�11-1 43 7
5.3 M1120- 3.8 M1120- 3o NO-
10 WIN- U3 WIM- 3.3 MH20- 3,3 M1120- 3.3 M112D- U2 Mt=- a�3 M1120- 34 milm FP- 3,3M1120- 1,3012011 3,3MI120- 10 M1120-
1 2 3 4 5 6 7 8 9 lo 11 12 13
T,
x� �1 A5 - 31
3o
B2
2� 1. 17 16�
27 26 25 24 21 22 21
313 M1120- 30 M112D- 3x8M11MrP- 3.3MI120- 1X3M1120H 1,3012011 30MM20- 3,3 M1120- 3.4MI120- 3.3MUDI 3.�MIIM- WMIM11 �OMM- WM020- 3x3Mtt2O-
U3WK
8-1-2 8-1-2 8-1-2
-1-6-0 47070 6-6-0 10-7-4 13-1-4 15-7-4 �6-1 -1 18-4-4 23-6-0 25-0-0
1-6-0 --2-6--0 2-6-0 4-1-4 2-6-0 2-6-0 1-4-8 1-4-8 5-1-12 1-6-0
LO DING(psf) SPACING 1-4-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP
TCLL 40Z Plates in rease 1.00 TC 62 Vert(LL) -0.10 24 >999 360 M1120 249/190
0:77
0
TCDL 10.0 Lumber Increase 1.00 i BC 077 Vert(TQ -0.16 24 >999 240
I
Rep Stre ') , T
BCLL 0.0 ss.Incr YES WS 0.35 Horz(TL) 0.03 14 n/a n/a
"B )
BCDL 5.0 Code FBC2004/TP12002_ (Matrix) --- Weight:131 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.20 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
BOT CHORD 4 X 2 SYP No.2D verticals.
WEBS 4 X 2 SYP No.3 BOT CHORE) Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:19-20,18-19.
REACTIONS (lb/size) 29=555/0-3-8,14=385/0-3-8,19=1 31610-3-8
Max Grav29=562(foad case 7),14=491(load case 3),19=1316(load case 1)
FORCES (lb)-First Load Case Only
TOPCHORD 29-30=-552,1-30=-551,14-31=407,13-31=406,1-2=-552,2-3=-1326,3-4=-1691,4-5=-1743,5-6=-1495,6-7=-883,7-8=131,8-9=131,9-10=168,10-li=-598,11-12=-598,
12-13=-395
BOTCHORD 28-29=29,27-28=1035,26-27=1602,25-26=1602,24-25=1743,23-24=1743,22-23=1743,21-22=1272,20-21=470,19-20=-785,18-19=-785,17-18=598,16-17=598,15-16=656,
14-15=21
WEBS 9-19=-1248,1-28=711,9-20=870,2-28=-672,7-20=-836,2-27=404,7-21=574,3-27=-384,6-21=-541,3-25=125,6-22=309,4-25=-70,5-22=-337,4-24=-51,5-23=67,13-15=5w,
9-18=821,12-15=-362,10-18=-1041,12-16=-79,10-17=326,11-16=275
NOTES (8-9)
1)Unbalanced floor live loads have been considered for this design.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-D oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at
their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)450 Ito down at 20-11-12 on bottom chord. The
designtselection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
8)Apex Technology is a fictitious name owned by Jax Apex Tehrnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional Instructions accompanying this truss drawing,including BCSI 1-03,
should be used in conjunction with the architectural and structural plans during Installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
1)Floor:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:14-29=-7.1-13=-67
Concentrated Loads(lb)
Vert:16=-450(B)
Job Truss russ Type Qty Ply DUTTON ISLAND DUPLbX
0402081
F04 FLOOR 4
- - --- �-T Job Reference(optional)
6.200 s Jul 13 2005 M!Tek Industries,Inc, Fri Dec 09 07:39:39 2005 Page i
0-1-8
1-3-0 1-7-8 0-1 8
111 1 -S�1, 137 3
4.5 M1120- 3.3 M1120- 4.5 M112-
1.3 M11M- A.M1120- 3.3 M1120- 3�W20 FP- 1.3 M1120 3.1 Win- 3.3 M1120- 3,3 M1120- 4.5 M1120- W M1120-
2 3 4 5 6 7 a 9 10 11
T1 -- --7— 1 - - - - T --T2
7
21� 72 W 2 W 2 W �2 W 26
U2
82
D 2 21 V 19 18 17 1� 11 14 13
618 M1120 W M1120 4.8MR20h 3�M(QOFP UBMIQW� USM1120�1 NOW120 I 3a M1120 1 3.8 M1120 1 3,8 MIM FP 4,BM1120 6.8 M1120- 6.8 M1120-
8-1-2 8-1-2
1-6-0 470-0 12-1-8 14-7-8 17-1-8__ 19-7-8 21-1-8
1-6-0 2-6-0 2-6-0 5-7-8 2-6-0 2-6-0 2-6-0 1-6-0
—Flate—Offsets(X,Y)j
LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl L/d i PLATES GRIP
TCLL 40�O Plates Increase 1.00 1733 360 1
TC 0.57 Vert(LL) -0.34 18 M1120 2491190
TCDL 10.0 Lumber Increase 1.00 BC 0,74 Vert(TL) -0.53 17-18 >470 240
6CLL 0.0 Rep Stre s Incr YES WB 0.63 HorzTL) 0.05 12 We n/a
Code
BCDL 5.0 FBC2004rrP]2002 (Matrix) Weight:137 lb
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.21) TOPCHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end
BOT CHORD 4 X 2 SYP No.20 verticals.
WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 24=1142/0-3-8,12=1142/0-3-8
FORCES Ob)-First Load Case Only
TOPCHORID 24-25=-1134,1-25=-1132,12-26=-1134,11-26=-1133,1-2=-1240,2-3=-3138.3-4=-4381,4-5=-4381,5-6=-5173,6-7=-5173,7-8=-5063,8-9=-4398,9-10=-3133,10-ll=-1241
BOTCHORD 23-24=62,22-23=2344,21-22=3895,20-21=3895,19-2Oz4870,18-19=5173,17-18=5173,16-17=4881,15-16=3893,14-15=3893,13-14=2345,12-13=62
WEBS 11-13=1566,1-23=1564,10-13=-1497,2-23=-1498,10-14=1070,2-22=1077,9-14=-1030.3-22=1028,9-16=685,3-20=658.8-16=-655,5-20=-664,8-17=247,5-19=402,7-17=-146
,6-19=-161,7-18=.95
NOTES (5-6)
1)Unbalanced floor live loads have been considered for this design.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)All bearings are assumed to be SYP No.2
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be aftached to walls at
their outer ends or restrained by other means.
5)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
6)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instrucfions accompanying this truss drawing,including BGSI 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply DUTTON ISLAND DUPLEX
0402081 GEL1 FLOOR 4 1
Job Reference(optional)
6.200 s Jul 13 2005 MiTelk Industries,Inc. Fri Dec 09 07:39:40 2005 Page 1
0-1-8 0-1-8
S-=1 43 1
3.8 M1120 FP-
1 2 1 5 6 7 9 1� 11 12 13 14 1� 16 11 1� 19 N 21
T1
9 �3 BL�! s�l dTI JT1 s[ri ST1 �T' STI STI STI JT1 s�l s�l s1l 11 1 1 sT1 �'r I �4
81 F. H
----------------
------- ------ -----
---------------------------------
3,3 M11-- 3,6 WN Fr- .3 ml--
8-1-2
25-0-0
25-0-0
LOADING(psf) SPACING 1-4-0 CS1 DEFIL in floc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(I-L) nia n/a 999 M1120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.01
Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 22 n/a n/a
BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:109 Ito
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc,purlins, except end
BOT CHORD 4 X 2 SYP No.21D verticals.
WEBS 4 X 2 SYP No.3 BOTCHORD Rigid ceiling directly applied or I M-0 oc bracing.
OTHERS 4 X 2 SYP No.3
REACTIONS (lb/size) 42=35/25-0-0,22=24125-0-0,41=98125-0-0,40=98/25-0-0,39=98/25-0-0,38=98/25-0-0,37=98/25-0-0,35=98/25-0-0,34=98/25-0-0,33=98/25-0-0,32=98/25-0-0,
31=98/25-0-0,30=98/25-0-0,29=98/25-0-0,28=98/25-0-0,27=98/25-0-0.26=98/25-0-0,25=97/25-0-0,24=101/25-0-0,23=82/25-0-0
FORCES Ob)-First I-oad Case Only
TOP CHORD 42-43=-32,1-43=-32,22-44=-21,21-44=-20,1-2=-4,2-3=-4,3-4=-4,4-5=-4,5-6=-4,6-7=-4.7-8=-4,8-9=-4,9-10=-4,10-11=-4,11-12=-4,12-1 3=-4,13-1 4=-4,14-1 5=-4,1 5-16=-4,
16-17=-4.17-18=-4,18-19=-4,19-20=-4,20-21=-4
BOTCHORD 41-42=4,40-41=4,39-40=4,38-39=4,37-38=4,36-37=4,35-3l 34-35=4,33-34=4,32-33=4,31-32=4,30-31=4,29-30=4,28-29=4,27-28=4,26-27=4,25-26=4,24-25=4,23-24=4
,22-23=4
WEBS 2-41=-89,3-40=-89,4-39=-89,5-38=-89,6-37=-89,7-35=-89,B-34=-89,9-33=-89,10-32=-89,11-31=-89,12-30=-89,13-29=-89,14-28=-89,16-27=-89,17-26=-89,18-25=-88,
19-24=-92,20-23=-76
NOTES (8-9)
1)All plates are 1x3 M1120 unless otherwise indicated.
2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3)Gable requires continuous bottom chord bearing.
4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
5)Gable studs spaced at 1-4-0 oc.
6)All bearings are assumed to be SYP No,2
7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at
their outer ends or restrained by other means.
8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton
Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200
9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSi 1-03,
should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the
component pictured on this page,please contact Apex Technology for a free copy.
LOAD CASE(S)Standard
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 05-00031906 Date 1/27/06
Property Address . . . . . . 450 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . NEW DUPLEX
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVENUE
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277
(904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 580 . 00 Plan Check Fee 290 . 00
Issue Date . . . . Valuation . . . . 140000
----- -- ---------------------- -----------------------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE .21
CAPITAL IMPROVEMENT 325 . 00
ST CONSTRUCTION SURCHARGE 9 . 64
AB CONSTRUCTION SURCHARGE 1 . 07
STATE RADON SURCHARGE 4 . 14
SEWER IMPACT FEES 1250 . 00
WATER IMPACT FEE 590 . 00
WATER CONNECT/TAP & METER 525 . 00
WATER CROSS CONNECTION 35 . 00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 580 . 00 580 . 00 . 00 . 00
Plan Check Total 290 . 00 290 . 00 . 00 . 00
Other Fee Total 2740 . 06 2740 . 06 . 00 . 00
Grand Total 3610 . 06 3610 . 06 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
0-5� 31906
CITY OF ATLANTIC BEACH
PERMIT CALCULATION SHEET
2- 7.
Date.
Address j C(
Heated Square Footage 766 $ per sq ft $
Garage Shed r @ $ per sq ft $
Carport Porch @ $ per sq ft $
Deck @ $ per sq ft $
Patio @ $ per sq ft $
TOTAL VALUATION: 60
yo $
Total ValuAtion
ist $
Remaining Value $ per thousand
or portion thereof
CONSTRUCTION TYPEr-:�/
TOTAL BUILDING FEE $
ZONING: + '/2 Filing Fee
FLOOD ZONE: ( ) Fireplaces@$35.00
IMPERVIOUS SURFACE: -007a
BUILDING PERMIT FEE
WATER IMPACT FEE
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT$ 2 2- Y:—
SEWER TAP $
C (�7A RADON HRS .0050 $
SECTION H PAVING ( ) $
CROSS CONNECTION $
ST(.,Z(!yg SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
97
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032434 Date 3/06/06
Property Address . . . . . . 450 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . 16 FIXTURES
Application description . . . PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
- -- - --------- ----- -- ---- ------------- -----------
BENNETT, KEVIN GLASS PLUMBING
1530 WHITLOCK AVE #3
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211
(904) 727-9755
----------------- ----- -- -- --------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . . lan Check Fee . 00
Permit Fee . . . . 147 . 00 P
Issue Date . . . . valuation . . . . 0
Fee summary Charged Paid Credited Due
---------------- - - -- -- ----- ---------- -------- -- --------- -
Permit Fee Total 147 . 00 147 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 147 . 00 147 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
Mar 03 06 12: 57p Glass plumbing InO 904 745 9012
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
N.A pate.- A�b
-++o Z51ay
Property Address 7Du 11
Owner.J, .in ben Telephone#: r(L-H 7Lf-7
Contractor: k rC ,In(— Telephone#: Lin L4 N 9
to Plumb
Contractor Address: F"
In congderation of parinit given for doing the wak a dambed m the above stawa=4 we bereby agm to perfionn 3dd wock ta
accordanxe with the attached plan and speciflaWans wWch we a part haaffmW ki accordance with dw City of Aflan6c Beacb
ordinam and sbcdaz*ofgpoc!pawdoe Usted*erckL
histafladon of plumbing and fixttm snu3i be in accordamm with the most MOOM CM00 bf the SOUthem SMOdOW Phn"bing
code.
Plumbing Type.- if other constrnction is being done on this building or site,
V"'New list the
13 Re-Pipe
Number of Fixtures:
Bath Tubs Showws
Closets Shower Pans
Dishwashers Sh&s
Disposals Urinals
Floor Drains Washing Machine
3 Lavatoty Water
Sewer Water Heaters
Odier
Few
Permit Imuing Few $35.00
Total Fixtures: X$7.00 + $35.00
800 SeWnolo AmW-Adandc Beach,Flofta
Phone:MN)247-5600. Fa= (MM)247-Ma- jd0:ftwwwxLstlanft4wach.fl.us
PSC 2000 Series 2410 Log for
Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui
904-247-5845
Feb 08 2006 12:04PM
Last Transactio
Date Time Typ& Identificatio Duratio Pa= &wAl
Feb 8 12:02PM Fax Sent 966573729 1:56 4 OK
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032053 Date 1/19/06
Property Address . . . . . . 450 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . TEMP POLE
Application description . . . ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
BENNETT, KEVIN SCHUMAN ELECTRIC INC.
P. 0. BOX 48171
ATLANTIC BEACH FL 32233 JACKSONVILLE F1, 32247
(904) 737-4040
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 1/19/06 Valuation . . . . 0
Expiration Date 7/18/06
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total . 00 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES,
BUILDING OFFICIAL
01/19/2006 06:30 9043964104 SCHUMANELETRIC PAGE 01/01
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
Date: gloe.
Piropert yA ddress: ��04Z�Y70A/ ;�rSAJOP I Ar —
Owner. Telephone 7rjp,-0 ;7
-e&mf
Contmdor 1
Telephone 7.7 7-KOM
Contr2etor Address: 3C,&o sua- -GWJJ"r* e Z. X-C- Fax Alz 18�& -ell'ok
J-mA07
In considcration of permit given fbr doing tM work as described in the above stotemem we hercby agrec to perfafm Wd work in
accordance with the attmehad plow arad sp"ifications which am a pwt licrcQf and id w>AX71Mr.V widi dw City of Allamic Bcacb
ordinance oW standards ofWd pmdoe Umd dmtbL
Betilding: Building Type: 0 Trailer Service: If othLT Consbuction is
Q Now 0 Residence waF-%Temp. "K.New being 4ow go this buU"g
Or sitc.list ft building
ci Old 0 Commercial C1 Sips 0 Increase Formit mmbw.
(3 Re-wire 0 Addition Sq.Ft 13 Repair
ConductorSizwelX AMPS: &n COPPER
Switch or RACE
Breaker ANVS_ 620 PH W VOLT,2,0 WAY
Existing Service RACE
size AMS PH W VOLT WAY
FeWers: NO. SIZE NO SIZE NO $12E
LiVtmg 60e—ts
CONCEALED OPEN
Receptacles CONCEALED OPEN
n-in AM 31 ion AMM
3wkches
lacandeseent
Fluomcent
M.V.
Fix*d 0.108AMPS BELL
Appliances TPUL-NSFER.
Air H-P-RATING HY.RATING CE11040 XW-MAT
Condklonlng cobe.MUFUR OTHER MOTORS AMPS IMAT
Motms 0-1 Kr. I-VOLTAGE PH OVER I gy PHS
Transfarmm NO. KYA NO. KVA
No.Ncon Tr=Z-
Es. Silln:7
Miscellaneous
r
300"look Read-Athutle Roseb,Florida 32233-5445
ftene. ("4)U7-5800- Fax: ("4)247-5845* bttp;//www.eLq2 �11s
D
0/z
M0 0 0
PERMIT WORKSHEET Certificate of Occupancyl
Job Address: Type Work:
Property Owner: Phone #
6-� V-7
Contra I ctor: RIVIVf7r-, LfVI-7) Phone #
Permit#: I Date Issued: 7 .
-5/9 -7 ------------
Building Inspections: Footing
Slab.
Tie Beam
Lintel
Nailing Sheathing
Framing Cover Up .2,0 .0
Insulation
Final Building
Tree Permit# YES NO
.Electrical Permit# Date I Copy to
JEA
Temp, Pole Permit# Date Copy to
JEA
Temp. Power Letter Received: YES NO
Inspections: Rough Electric Released to JEA
Temp. Power Released to JEA
Temp. Pole Released to JEA
Final Released to JEA
Mechanical Permit#
-Inspections: Rough Final
Plumbing Permit#
Inspections: Rough Underslab 2). 0 'Topout I
Water Sewer Final
Drainage Inspection:
Pool Permit# F-
Inspections: Steel Final
Grounding Final
Roofing Permit#
Inspections: Nailing /Sheathing Final
Fire Inspection:
Failed Inspections: Date Paid:
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E 0 F 0 C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 9/26/07
Parcel Number . . . . . -
Property Address . . . 450 W DUTTON ISLAND RD
ATLANTIC BEACH FL 32233
Subdivision Name
Legal Description
Property Zoning . . . . TO BE UPDATED
Owner . . . . . . . . . BENNETT, KEVIN
Contractor . . . . . . KEVIN W. BENNETT
904 744-0747
Application number 05-00031906 000 000
Description of Work TWO FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . .
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E 0 F 0 C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 10/25/07
Parcel Number . . . . . -
Property Address . . . 452 W DUTTON ISLAND RD
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . TO BE UPDATED
Owner . . . . . . . . . BENNETT, KEVIN
Contractor . . . . . . KEVIN W. BENNETT
904 744-0747
Application number 05-00031907 000 000
Description of Work TWO FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . .
Building Officfal
VOID UNLESS SIGNED BY BUILDING OFFICIAL
Graham Shirley
From: Walker, Chris
Sent: Thursday, October 25, 2007 10:58 AM
To: Graham Shirley
Subject: RE: 452 w dutton island dr
Everything is good here,
From: Graham Shirley
Sent: Tuesday,October 23,2007 4:19 PM
To: Carper,Rick; Kaluzniak,Donna;Deming,James; Nodine,Phil;Walker,Chris
Cc: Brugman Kerri; Matthews,Carlene; Lanier,Joyce
Subject: 452 w dutton island dr
Kevin Bennett needs a co inspection for 462 W dutton island dr permit 05 31907(re-issued as 06 34398)
Kevin can be reached at 744 0747
Thanks Shirley
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032290 Date 2/08/06
Property Address . . . . . . 452 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . NEW SERVICE
Application description . . . ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
--- --------------------- ------ ----- ----------- --
BENNETT SCHUMAN ELECTRIC INC.
P. 0. BOX 48171
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32247
(904) 737-4040
--------- -------------- -- ----------------------- ----------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee . 00
Issue Date Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- --- ------- ---------- ---------- --- -------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 70 . 00 70 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
02/08/2006 10:11 9043964104 SCHUMANELETRIC PAGE 01
N—T
UJU I L- V'r I 1 1 U�.3
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATIO
Date-
Property A�dresw
Owner. K-fV ol,-j '�eov Aj 6 rl— Ttlephoub#: 7YF-07W
Contmcto /Ookpowrao cm e C,
TelephouL#-. �3 7--YaXb
Contrac or Addren; .?C,C,0 jr-1 4.6.L2^00C Fax ft. Y/W- -
FVc-a0wFl—T"w�of permit even fbr doing the work as described in the above statement,we be*ogtim to pe.fberv. said work in
accordance witfi the attached View and specificatioris which am a part hereof and in accordance withift Ci�Of Atlantic 37!1
ardiniance and 4ROK!k oraw Practice listed Overein.
Building: 1 BuildlagTnw- 1) Trailer Service: If 011ie C0001rutfion is
-3;1� New re )5� Residence 0 Temp. Now buin tkmu via this twildhis
or Aw.list the buitilint
C1 Old C3 Commercial CI Signs C) Increase Fenuk number,
13 Re*wi a Additinn Sq.FL u ReWr
CooductorSi�: )MS: /-SZ ALUMINM 44-q
Switch or RACE
Brooker i AMPS tISV PH W VOLT AY WAY
Existing Service RACE
Size AMPS PH W VOl1T WAY
Feeders- 1140- S17-E NO SXZE NO SIZE
Lighting Outldts
CONCEALED OPEN
Recowles 1CONaALED OPEN
i It 1A AMPA
Switches
NUV.
Fixed .100 AMPS QVZk
Appliances r TRANSFER.
Air IHLP.RA ING H.P.RATING CEILING XW-HEAT
ConditioO% 1 Cow.MOTOR OTHER MOTORS AMPS BEAT
7AJ —3-0
Motors 0-1 H.P. VOLTAGE PH OVER I HiP. PHS
=V
Trgnsfamcrs NO- KVA NO. KVA.
No.Ncou-Tran'sf
Ea. 31p
1 800 Sminele Read-Atlasatic Desch,FlorWa 32233-5445
60ae:("4)247-5800- Fax: (904)247-5945- http;//www.cUt%ndc-bewLff.w
FROM FPO< NO. Sep. 26 2W7 12:01PM P3
MAP SNO*lNQ BOUNDARY SURVEY OF
THE WESTEMY 37.5 FEET Or LOT I ACCOMHO TO THE PLAT Or
lmwmmy SEC*M low"T
AS RECONED M PLAT W= 46- PAGE(S) If Or THC CURRENT
PUBLIC RECORDS OF DUVAL COU14TY, FLORIDA.
CERTMED TO:
KrVIX BENNETT
WIT&V AQAW At3W (MS70) N wotwtv"
CNIIRCII JFOAV(PIAT
At M40*00'E
&V Rl*) V 001k: ih�w-
Aa� SLOV.
AM LIL '54"
L.L 5m LIL am
37.W(ft a m)
10 ow(ft a M) CL
ONVE
OUT
2M4'
comc
com. cmw_
0. WALK b A
PA A/C
cm PA03
oow_
2-STORY FRAW
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6,4
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4X4*CM, zl=w. 37.w(m)
3672 La. aw Sy(M) 37.4r(M) LIL 3w
I-I'L . — - - --
a 8XKW4NM 9OUNDARY LINE -*- - iiiVARTA I
s 0'rvoim" r SA50' (R) Fl4r" SUSDIVISION REPLAT
te)= S W40'38' W JZ42' elii) LDT 13 1& 54" POL 43. PG. 56
ft=�'V AWM WWI�?a a~1w an am"=^401pum f P man w tx
UP � 12==1MAL CHO=PLM
AmuqL cmwm Im Mom�w%m sm I ma=WoLomosom Allm un
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1.KANO ARE MW am mmw%mrw PACE Il
'js s 2.mtnw'a 4w "m WAN um w"nAm 3K X
OW OEMW MN F EILA.RM M"PM&NIX-1--mim ftt7-tn.
ASSOCIATED SURVEYORS INC. 3.M 6 A SIRFACE SLVlWY OKY, THE OMT OF UMD19KNOUND rOOTWOS,
LAIM & ENOWEERINIO SURVE" PM AND UIKJTM#ANY.NOT OEMbloft.
I 4,d�
3646 EILANDING BOULEVARD a 84MMMAENTALA-Y 9"71W AREAS IF ANY, NOT
-WKSD:ny FLORIDA 32210 5.THIS SURWY BASED.ON LEGAL DESCRIPT04 FURNISHED. THE PUlIIUC
3 ,
0
RECORDS KRE"Or SEARCM tr THIS SURWIKIR FOR EASEVMT. TITLE
0
0
0100T I COWkmM APIA RESWOCUNS,CIASWAM TAIWIKIS OR 010NAROES,EM
0 CERnFICA7E OF*AffmoNZATiM j4O- Lft 0003416
THERE COMD 13E OTHER VATIFERS OF RECORD THAT A"TCT INS PARCEL
UMISS OMMSE STAIM ALL MOR PIPES FOIAIO RAW NO ImiVICAll".
I HEREBY CERT(FY THIS SURVEY WAS DONE UNDER MY VI&TWM
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 Su"m F4PE OR NEE" P
Pf:POW
STANDARDS FOR LAHWSURV ro CHAPTER -ASSOC w
AMr.ly- OR POW cor"um emm-Al"m
61C FLORIDA 472. F.S. a Foumo Ilm Pw OR PIPE (w) PAc.-Pow OF AIDOW cUM
0 FOLM CONCRErE aw
mawAdwf"j P.C.C.-VISIT OF COMPOM
OR 011111.1,HOLE A r= cw wN
C -c1l"w 00 'r, inE
wmVD = I jll)"-VV*E ,E
.,Z=77. Ai I --1 .cor4cpwm
HATCMRf RAINDA coRnFCATE NO. A ",a *.
,*&AW& X :zg box" I mw I=
CHARLES L STANAW FLORIDA GfJtT*XATF- NO. PAM POIL OR~ -4.-wr
RAYMOND J. SCHAEFER FLORIDA CERTWICATE NO. 132 0- v. OM HM UnUnM CH-CKOM
P M.-Pff&mff ,mgm
M7 40 larom X-x ago
j" t4o. DATE g2-20m- m --,ww opl-rW
SCALE. i Au"low e0wrmhum At 119ESTACTIONS
ORWrER MAKSWALE GBCM
V" "THOUT THE SGRATURE AND THE ORKUNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
SEP-26-2007 WED 12: 19 PM P- 002
TURNER PEST CONTROL, LLC
480 EDGEWOOD AVE S
JACKSONVILLE, FL 32205
PHONE (904) 355-5300 FAX (904) 353-1488
CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION
(AS REQUIRED BY FLORIDA BUILDING CODE SECTION 1816.7)
PROPERTY ADDRESS: 452 DUTTON ISLAND ROAD W
CITY, STATE: ATLANTIC BEACH, FLORIDA
PERMIT; 05-31907
BUILDER: BENNETT'S QUALITY REMODELING
DATE OF APPLICATION: MARCH 06, 2006
DATE OF FINAL: AUGUST 20, 2007
METHOD OF TERMITE PREVENTION TREATMENT:FINAL
(SOIL BARRIM, WOOD TREATMENT, BAIT SYSTEM, OTHER)
THE BUILDING HAS RECEIVED A COMPLETE TREATMENr FOR THE
PREVENTION OF SUBTERRANEAN TERMITES BY TURNER PEST CONTROL LLC.
TREATMENT PERFORMED BY TURNER PEST CONTROL LLC IS IN ACCORDANCE
NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.
1phi%t6. SEPT9MBER 26, 2007
AUTHORIZ*."INk!
'�4-QE DATE
CERTIFIED OPERAJOR
k 1% .
CITY OF ATLANTIC BEACH
An
800 SEMINOLE RO_
e,)
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00034398 Date 12/07/06
Property Address . . . . . . 452 W DUTTON ISLAND RD
Application type description MULTI-FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
renew permit # 31907
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
KEVIN W. BENNETT
4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277
(904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 35 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/05/07
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 35 . 00 35 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 05-00031907 Date 1/27/06
Property Address . . . . . . 452 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . NEW DUPLEX
Application description . . . TWO FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
- ----------------------- ------------------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVENUE
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277
(904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 580 . 00 Plan Check Fee 290 . 00
Issue Date . . . . Valuation . . . . 140000
--- ------ -------------------------------------------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE .21
CAPITAL IMPROVEMENT 325 . 00
ST CONSTRUCTION SURCHARGE 9 . 64
AB CONSTRUCTION SURCHARGE 1 . 07
STATE RADON SURCHARGE 4 . 14
SEWER IMPACT FEES 1250 . 00
WATER IMPACT FEE 590 . 00
WATER CONNECT/TAP & METER 525 . 00
WATER CROSS CONNECTION 35 . 00
Fee summary Charged Paid Credited Due
--- ----------- --- -------- -- ---------- ---------- ----------
Permit Fee Total 580 . 00 580 . 00 . 00 . 00
Plan Check Total 290 . 00 290 . 00 . 00 . 00
Other Fee Total 2740 . 06 2740 . 06 . 00 . 00
Grand Total 3610 . 06 3610 . 06 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BULDING CODES.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
PERMIT CALCULATION SHEET
Date: 2- 6 t��
Address
Heated Square Footage L766 per sq ft= $
Garage Shed r @$ per sq ft= $
Carport Porch @$ per sq ft= $
Deck @ $ per sq ft= $
Patio @$ per sq ft= $
TOTAL VALUATION: $ � ,Y(j 60
C161
Total Valuition
ist $
Remaining Value $ per thousand
or portion thereof
CONSTRUCTION TYPE TOTAL BUILDING FEE $
ZONING: A-4 - ( + V2 Filing Fee $
FLOOD ZONE: . 7<, ) Fireplaces@$35.00 $
IMPERVIOUS SURFACE:
BUILDING PERMIT FEE $
WATER INIPACT FEE -S
SEWER HVIPACT FEE v,$
WATER NIETER/TAP -4
CAPITAL INPROVENIENT
SEWER TAP $
C (�7A RADON HRS .0050 A
SECTION H PAVING $
CROSS CONNECTION
STG-ty�SURCHARGE A
OTHER $
GRAND TOTAL DUE: $
1/13/03
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00032435 Date 3/06/06
Property Address . . . . . . 452 W DUTTON ISLAND RD
Tenant nbr, name . . . . . . 16 FIXTURES
Application description . . . PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
-------- ------------ ---- ------- -----------------
BENNETT, KEVIN GLASS PLUMBING
1530 WHITLOCK AVE 43
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211
(904) 727-9755
------------------ -- ------ ----------------------- ---------------------------
Permit PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . 147 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
- ---------------- ---------- ---------- - -- ------- ----------
Permit Fee Total 147 . 00 147 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 147 . 00 147 . 00 . 00 . 00
PERMIT IS,APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILD CODES.
T
BUILDING OFFICIAL
mar 03 06 12:57P Glass Plumbing Ine 904 745 9012
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Date.- 5)-3) D�
Property Address: T---T
Tckphone#: T�4-0-74-7
Cont"ctGr.-G t Q6S jan b1c)(1- Telephone#:6
'Fax#:
CoutractorAddress: V520 U)\��-�\(Y
in wusid"ificin of pernift oven*r 3@;-g to wok a daiaind in do abow 3tateuma,we hacby opm I*pw&m-Wd work in
w=rft=wAh etic awdwd 0aw=dV=fi=d=Wj"we-apW hacufmid in wwrdmw with dw CifyofAdaWc Bmch
MMIWm of plumbing=4 Sxmw inust be in wwr&m with tho mucit mmt edifiou,&die ftutbm Sundwd Fhwibing
Cadr-
Plumbing Type.- If oth er cminwficin is being done on this building or site,
M14cw list the building pwnift a
C3 Re-Pipe
Number of Fixtures:
Bath Tubs showers
Closets Shower Pans
Dishwashers sinks
D*=a1s Urinals
Floor Drains Wasbing Machine
Lavatory Water
Sewer Water Heaters
Other
Few
Ptrmft Youing Fee: $35.00
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Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC REACH
Department CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested: le 14.sl 6 1
Contractor Name: 6 0,d Ai 1
Permit #: 6.5--
Property Address:
Legal Description:
Improvements to the above-described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as: E:� Single-Family Residence
F-1 Commercial
Other: _��D
Lowest Floor Elevation:
Required As Built FFE
The following must he completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works 7
Public Utilities t
Building 4
Planning
V1,
Final Survey with FFE Yes No
All Re-Inspect Fees Paid yes No
Termite Treatment V/Yes No