128-4 Seminole Rd (vault) JOB ADDRESS - `t 6 m I ()ale. R 00.01 TYPE WORK /U2w
PROPERTY OWNER-P2 o (l I TELEPHONE OV)act 43
CONTRACTOR C .) n[.v G n n 5'if'rA C-iinnTELEPIIONE
PERMIT NUMBER a.5r) r 3 DATE - a -
INSPECTIONS: FOOTING 1+12 J 02
SLAB 1{' 2,1 02-
TIE BEAM
C -1-CA'1 LINTEL
5 NAILING/SHEATHING 5240 -
" I1
0 FRAMING/COVER UP r7 I ' I •�;
INSULATION
FINAL BUILDING 5'- / 9. �' z
C ERTTFTCATE OF OCCUPANCY 9 i 9 o z
FT.FC7RICAL PERMIT
INSPECTIONS ROUGH ''1 I l O)o*
FINAL 9- i o _Z
MECHANICAL PERMIT# .a u I Li \
INSPECTIONS ROUGE ') )10 ) dV
FINAL /g -6 z
•
PLITMBING PERMIT a?.SS 3 p -1 - �60a
INSPECTIONS ROUG /UNDER SLAB 1I1 O v
TOPOUT rl 1 101 az
WATER/SEWER
FINAL Q-- / q . a
NOTES:
LOUIS J. GABRIEL, P.E.
9610 BROKEN OAK BLVD.
JACKSONVILLE FLORIDA 32257
3 / 12 / 2002
Re: Wind Loading Requirements For Lot #128 Unit 4 Seminole Rd, Atlantic
Beach, Fl.
Dear Building Inspector:-
The architectural plans of the subject structure have been reviewed by
myself for compliance with section 1606 of the 2001- FBC for three second
gust wind speeds of 120 mph and concluded that the building structure
will satisfy the wind loading requirements of section 1606 of the 2001- FBC
as long as sheets #3 thru #5 of the architectural drawings are satisfied.
It shall be noted that the following criteria were assumed throughout the
review and analysis:-
a) that the lateral diaphragm of roof and floor sheathing/trusses system is
of the flexible type, b) that the shear walls segments will interact in unison
due to their attachment to the above mentioned lateral diaphragm, c) that
the entire roof uplift forces will be transferred to the footings through the
use of metal strapping ;thus, the uplift resistance of the designated shear
walls sheathing will be neglected, d) that the shear wall segments will
distribute the designated shear forces based upon their rigidities, e) that
the ceiling sheathing will provide adequate lateral resistance and will
relieve the ceiling joists of any shear forces acting normal to their
longitudinal axis, f) that I have no knowledge of any subsurface soil
condition report ; thus, all footings are designed as shallow footings
bearing on soil that possesses a maximum allowable bearing pressure of
2000 psf. If contractor found any differing conditions through soil removal
or soil report, then I shall be notified and possible footing design revisions
may need to be implemented prior to commencing footings work,
Please let me know, if further help is needed.
Sincere!
Louis J. Gabriel, P.E.
4
... ........ . ..
WIND FORCES STRUCTURAL ANALYSIS FOR LOT #128 UNIT 4
SEMINOLE RD., ATLANTIC BEACH, FL.
THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH
THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND
GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF
THE 2001- FLORIDA BUILDING CODE"
PREPARED BY: LOUIS J. GABRIEL
DATE: MARCH, 2002
3/1Z/02,
Date I Sheet
3/O2- L, G40-Li
_ Hof
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DATE: Sheet Z_ of
Wu►nd spee P . tZo MIA.N ( 3 sec dust) Strt(>Ghee- L<jJ -f 60'
Cx�os (e- = (i'eS / M'O) IMioctamn(e Fc,ctor,
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t TABLE 1606.1.4
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS
FASTENER FASTENER SPACING(in.)1'2
TYPE
Panel Span 5 2 ft 2 ft<Panel Span 4 ft a Panel Span 6 ft<Panel Span
<4ft <685 <8ft
2 1/2#6 Wood Screw3 16 16 12 9
2 1/2#8 Wood Screws3 16 16 16 12
Double-Headed Nails4 12 6 4 3
SI: I inch=25.4 mm I foot=305 mm
Notes:
1. This table is based on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less.
2. Fasteners shall be installed at opposing ends of the wood structural panel.
3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac-
ity of 490 lb(2180 kN).
4. Nails shall be 10d common or 12d box double-headed nails.
o p e w4 S c, s try. vii t U be- '4"111"6
&s p or(b► or&In nett C le,;( 0)
Mac. u pu f t GA 12.0k) f s1itti (towsi ry wt�. \ — ' F p
�F ) tp �e� 5
Allow. W i taA..)4 Fir % LU G space cli 6 o.c.
L" pa.a E� u 13 2- .5.u,)( Z) (0. $) = Cos, cbs
vmc ,u pt— per Ft- d-n Maw. W rc� s t s taki Are
s:)(24)`33) i ( Roor AAhF^ ? \)0 c , it ee _ ;RAJ=;;>��
( alt• !t (C of p ft l 0-A t.-_ Roo` 1 At
i
i
,DATE: Sheet 6 of
p /6?, 1.--as t«1 , p..
-. P ( 1_000_ ) ( f i 14.1- 0--1°) / ( . 35 379 (94
NItv;,, Vf4PTt Stf p r I S 5 p h ' S`tr- 1iti v 0-6' CO
FtO,d1 z 12`.D,, CO. 9' f2-& 3 S2 re a:: 3741 pQP
1(2: 4 SLe,A.. iR 4 ' O ‘0 a-c. . C i;c' NO)
Qrovi ' ;t._-_-: ( Z 000' c_ (,3.3 ) /5 - 1o6f p
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oY e t-esser-
O • Z i4b iss °F e-i4tzt. c,-4 c
P ' I500psi F- = 36000Fs', /46 = 0.2 w2- AP_ 7.212
...12 6 = 6,- e FE«E,v-c -e.„.„..4.2 (. .?,-n..1“
_) /-llw re",sii.r•-■ = 2-190 lbs
•• oY 11-10 lb.1 -< — 1:Co'�-' f,, tS
\c 2'4)X'/$ kkic.k row Steel_ A36 VJasti•rj. arft_Ula =-) Fbe trU• =27.ks ;(stcr
£b1. tuoo t)-. 400 P.5-1._ ....---.0- � ._-f6-=-(-10410)/C-(2)-100 s/q)-62L6)) = 545 Psi
--Fb--Lagetsw.)^ C9 oo) 1I. 33) -. 532 p Li 5'1S-in; 0-4: S;(...1-.:- ,
Mv�ue t (o-9-rj (o.75)(2?5X515)0/4)=.lo'I6.� -7-,t, b =m/s =`10 io,002G � .
, zi. z(Z7000)(I•33) 'LL7 L1:i•5l,aar (64 I e'hsiv OY1 ANAGLor Bo its :_ ,, 4, k Y
o-
3w VI: /q
/-LLUW A 61 e Teix 6;r» cs -N 72.44 A3G , 6,,,,b, !e (3,49- tcn,c %t
f —) Ft _ (iig0 Ib • (Ice. above
71l(u c le SliteA- 0 I/Z.. + Al bo Ill = 350 9 F , A6
1-e f s e.-
o r 0.12. 86 F�
/4 Lie-w4,hte_ -shearer 3510500)0.o = 1157 1 b
o r (o•12)(o-L)( 36,000) = 8G9 Ibs
II
DA11;: Sheet ft of
Petiroitt. P4.4 icI
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C ti1.vLp�:. ;-, ,I Ya lrn s ci LA 0 L.j''
t 3
Building,simple diaphragm:A building which complies 4
4 LONGITUDINAL
with all of the following conditions: 2
1. enclosed building, 4E 3 `I
2. mean roof height,h,less than or equal to 60 ft(18 m), =_ 2 INTERIOR 4E LONGITUDINAI
3. mean roof height, h, does not exceed least horizon-
tal dimension, ANA
4. building has an approximately symmetrical cross END
section, ZONE
5. building has no expansion joints or structural sepa- 1 LONGITUDINAL . Øi
rations within the building, 1E LONGITUDINAL 28
6. wind loads are transmitted through floor and roof 1E
diaphragms to the vertical lateral-force-resisting .---
systems, and WIND DIRECTION
RANGE
7. if the building has moment-resisting frames, roof
slopes do not exceed 30%.
FIGURE 1606.2b
MAIN WIND FORCE LOADING DIAGRAM
WINDWARD ROOF WINDWARD ROOF
LEEWARD ROOF : LEEWARD ROOF
L 1 �_(_I�_I, L , ► _� ► I__I_[ I l 1 . ► ►_►_1_t
0 �ERTTICAL o -- 0
i mife-
W
W
° a
L/2
"' -- ----
TRANSVERSE ELEVATION LONGITUDINAL ELEVATION
FIGURE 1606.2a
APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM
LOADS FOR SIMPLE DIAPHRAGM BUILDINGS
TABLE 1606.2D
HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS
I Mean
Exposure
Roof
Height B C D
15 1.00 1.21 1.47
• 20 1.00 1.29 1.55
25 1.00 1.35 1.61
30 1.00 1.40 1.66
35 1.05 1.45 1.70
40 1.09 1.49 1.74
45 1.12 1.53 1.78
50 1.16 1.56 1.81
55 1.19 1.59 1.84
60 1.22 1.62 1.87
Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients.
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FORM 600A-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: PETRONI Builder: WINDWARD
Address: Permitting Office: JAX BCH
City, State: JAX BCH, FL Permit Number:
Owner: PETRONI Jurisdiction Number:
Climate Zone: North
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap 36.0 kBtu/hr _
3. Number of units,if multi-family 1 _ SEER: 10.00 _
4. Number of Bedrooms 3 b.N/A _
5. Is this a worst case? No
6. Conditioned floor area(ft2) 2180 ft2 c. N/A _
7. Glass area&type _
a. Clear-single pane 0.0 ft2 13. Heating systems
b. Clear-double pane 269.0 ft2 a. Electric Heat Pump Cap:32.4 kBtu/hr _
c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:6.80 _
d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0, 156.0(p)ft c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=11.0,2450.0 ft2 EF:0.90 _
b.Frame,Wood,Adjacent R=11.0, 177.0 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, 1140.0 ft2 _ 15. HVAC credits _
b. Under Attic R=19.0,56.0 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:Garage Sup.R=6.0,99.0 ft _ MZ-C-Multizone cooling,
b.N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as-built points: 26967.00 PASS
Total base points: 28779.00
I hereby certify that the plans and specifications covered Review of the plans and , HE sT9r••
by this calculation are in compliance ith the Florida specifications covered by this
Energy Code. , calculation indicates compliance
WA with the Florida Energy Code. `""` °
PREPARED BY >/ ,.
- - Before construction is completed 1 CA ;
DATE: � this building will be inspected for tJ
I hereby certify that this building, as designed, is in compliance with Section 553.908 . `4;s../
compliance with the Florida Energy Code. Florida Statutes.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE: y .2 - ��--
ENERGY PERFORMANCE LEVEL (EPI4)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* =82.8
The higher the score,the more efficient the home.
PETRONI, , JAX BCH, FL,
I. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr
3. Number of units,if multi-family 1 _ SEER: 10.00 __
4. Number of Bedrooms 3 b.N/A
5. Is this a worst case? No _ -
6. Conditioned floor area(ft2) 2180 ft2 c. N/A
7. Glass area&type _ -
a. Clear-single pane 0.0 ft2 13. Heating systems
b. Clear-double pane 269.0 ft2 a. Electric Heat Pump Cap:32.4 kBtu/hr
c. Tint/other SC/SHGC-single pane 0.0 ft2 __ HSPF:6.80 __
d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0, I56.0(p)ft _ c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:50.0 gallons __
a. Frame,Wood,Exterior R=11.0,2450.0 ft2 EF:0.90 __
b. Frame,Wood,Adjacent R=11.0, 177.0 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, 1140.0 ft2 _ 15. HVAC credits
b. Under Attic R=19.0,56.0 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:Garage Sup.R=6.0,99.0 tt RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
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) :.."..4114E
5Tg18....
in this home before final inspection.Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features. co
Builder Signature: Date: kg""''
Aripk.4
Address of New Home: /F7.Zip:
p: w8
Ci '••...cop � ..
*NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program.
This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar designation),
your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
FORM 600A-97 �-
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , JAX BCH, FL, PERMIT#: I
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 2180.0 33.05 12970.6 Double,Clear N 2.0 16.0 30.0 19.22 0.99 571.4
Double,Clear N 2.0 14.0 9.0 19.22 0.98 170.3
Double,Clear N 2.0 6.0 9.0 19.22 0.90 155.7
Double,Clear S 2.0 16.0 15.0 34.50 0.98 509.3
Double,Clear S 2.0 14.0 6.0 34.50 0.97 200.2
Double,Clear S 2.0 7.0 15.0 34.50 0.82 424.4
Double,Clear W 2.0 17.0 40.0 36.99 0.99 1471.4
Double,Clear W 2.0 8.0 40.0 36.99 0.91 1351.3
Double,Clear SE 2.0 16.0 12.0 40.86 0.99 487.7
Double,Clear SE 2.0 7.0 12.0 40.86 0.85 416.0
Double,Clear NE 2.0 16.0 12.0 28.72 0.99 342.4
Double,Clear NE 2.0 7.0 12.0 28.72 0.90 309.0
Double,Clear E 2.0 16.0 18.0 40.22 0.99 717.5
Double,Clear E 2.0 7.0 18.0 40.22 0.89 641.4
Double,Clear E 2.0 4.0 9.0 40.22 0.73 262.6
Double,Clear E 3.5 8.0 12.0 40.22 0.77 371.1
As-Built Total: 269.0 8401.7
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 177.0 0.7 123.9 Frame,Wood,Exterior 11.0 2450.0 1.70 4165.0
Exterior 2450.0 1.70 4165.0 Frame,Wood,Adjacent 11.0 177.0 0.70 123.9
Base Total: 2627.0 4288.9 As-Built Total: 2627.0 4288.9
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 20.0 2.40 48.0 Adjacent Insulated 20.0 1.60 32.0
Exterior 10.0 6.10 61.0 Exterior Insulated 10.0 4.10 41.0
Base Total: 30.0 109.0 As-Built Total:
30.0 73.0
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1140.0 0.60 684.0 Under Attic 30.0 1140.0 0.60 684.0
Under Attic 19.0 56.0 1.10 61.6
Base Total: 1140.0 684.0 As-Built Total:
1196.0 745.6
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 156.0(p) -37.0 -5772.0 Slab-On-Grade Edge Insulation 0.0 156.0(p) -41.20 -6427.2
Raised 0.0 0.00 0.0
Base Total:
-5772.0 As-Built Total: -6427.2
System Sizing Calculations - Winter
Residential Load - Component Details
PETRONI Project Title: Class 3 Rating
PETRONI Registration No. 0
JAX BCH, FL Climate: North
Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 2/11/2002
Window Type(Panes/SC/Frame/U) Orientation Area X HTM= Load
1 2, Clear, Metal, DEF N 30.0 27.6 828 Btuh
2 2, Clear, Metal, DEF N 9.0 27.6 248 Btuh
3 2, Clear, Metal, DEF N 9.0 27.6 248 Btuh
4 2, Clear, Metal, DEF S 15.0 27.6 414 Btuh
5 2, Clear, Metal, DEF S 6.0 27.6 166 Btuh
6 2, Clear, Metal, DEF S 15.0 27.6 414 Btuh
7 2, Clear, Metal, DEF W 40.0 27.6 1104 Btuh
8 2, Clear, Metal, DEF W 40.0 27.6 1104 Btuh
9 2, Clear, Metal, DEF SE 12.0 27.6 331 Btuh
10 2, Clear, Metal, DEF SE 12.0 27.6 331 Btuh
11 2, Clear, Metal, DEF NE 12.0 27.6 331 Btuh
12 2, Clear, Metal, DEF NE 12.0 27.6 331 Btuh
13 2, Clear, Metal, DEF E 18.0 27.6 497 Btuh
14 2, Clear, Metal, DEF E 18.0 27.6 497 Btuh
15 2, Clear, Metal, DEF E 9.0 27.6 248 Btuh
16 2, Clear, Metal, DEF E 12.0 27.6 331 Btuh
Window Total 269 7424 Btuh
Walls Type R-Value Area X HTM= Load
1 Frame- Exterior 11.0 2450 3.4 8330 Btuh
2 Frame-Adjacent 11.0 177 1.8 319 Btuh
Wall Total 2627 8649 Btuh
Doors Type Area X HTM= Load
1 Insulated -Adjac 20 9.4 188 Btuh
2 Insulated - Exter 10 17.9 179 Btuh
Door Total 30 367Btuh
Ceilings Type R-Value Area X HTM= Load
1 Under Attic 30.0 1140 1.3 1482 Btuh
2 Under Attic 19.0 56 2.0 112 Btuh
Ceiling Total 1196 1594Btuh
Floors Type R-Value Size X HTM= Load
1 Slab-On-Grade Edge Insul 0 156.0 ft(p) 30.8 4805 Btuh
Floor Total 156 4805 Btuh
Infiltration Type ACH X Building Volume CFM= Load
Natural 0.40 21800(sgft) 146 6087 Btuh
Mechanical 0 0 Btuh
Infiltration Total 146 6087 Btuh
Subtotal 28925 Btuh
Totals for Heating Duct Loss(using duct multiplier of 0.05 1446 Btuh
.T.--A-. AL__L a _��
Manual J Summer Calculations
Residential Load - Component Details (continued) 3 Rating
PETRONI Project Title:
PETRONI Registration No. 0
Climate: North
JAX BCH, FL
2/11/2002
Subtotal 27067 Btuh
Duct gain(using duct multiplier of 0.10) 2707 Btuh
Total sensible gain 29773 Btuh
Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 4246 Btuh
Latent occupant gain (4 people @ 230 Btuh per person) 920 Btuh
Latent other gain 0 Btuh
TOTAL GAIN _ 34939 Btuh
Key Window types(SC-Shading coefficient of glass as SC numerical value or as clear or tint)
(U-Window U-Value or'DU'for default)
(lnSh-Interior shading device:none(N),Blinds/Daperies(B)or Roller Shades(R))
(ExSh-Exterior shading device:none(N)or numerical value)
(Omt-compass orientation)
System Sizing Calculations - Summer
Residential Load - Component Details
PETRONI Project Title: Class 3 Rating
PETRONI Registration No. 0
JAX BCH, FL Climate: North
Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 2/11/2002
Type Overhang Window Area(sgft) HTM Load
Window Panes/SC/U/InSh/ExSh Ornt Len Hqt Gross Shaded Unshaded Shaded Unshaded
1 2,Clear,DEF,N,N N 2 16 30.0 0.0 30.0 23 23 690 Btuh
2 2,Clear,DEF,N,N N 2 14 9.0 0.0 9.0 23 23 207 Btuh
3 2,Clear,DEF,N,N N 2 6 9.0 0.0 9.0 23 23 207 Btuh
4 2,Clear,DEF,N,N S 2 16 15.0 0.0 15.0 23 37 555 Btuh
5 2,Clear,DEF,N,N S 2 14 6.0 0.0 6.0 23 37 222 Btuh
6 2,Clear,DEF,N,N S 2 7 15.0 15.0 0.0 23 37 345 Btuh
7 2,Clear,DEF,N,N W 2 17 40.0 0.0 40.0 23 72 2880 Btuh
8 2,Clear, DEF,N,N W 2 8 40.0 0.0 40.0 23 72 2880 Btuh
9 2,Clear,DEF,N,N SE 2 16 12.0 0.0 12.0 23 63 756 Btuh
10 2,Clear,DEF,N,N SE 2 7 12.0 0.0 12.0 23 63 756 Btuh
11 2,Clear, DEF,N,N NE 2 16 12.0 0.0 12.0 23 51 612 Btuh
12 2,Clear,DEF,N,N NE 2 7 12.0 0.0 12.0 23 51 612 Btuh
13 2,Clear,DEF,N,N E 2 16 18.0 0.0 18.0 23 72 1296 Btuh
14 2,Clear,DEF,N,N E 2 7 18.0 0.0 18.0 23 72 1296 Btuh
15 2,Clear,DEF,N,N E 2 4 9.0 2.0 7.0 23 72 551 Btuh
16 2,Clear,DEF,N, N E 3.5 8 12.0 0.0 12.0 23 72 864 Btuh
Window Total 269 14729 Btuh
Walls Type R-Value Area HTM Load
1 Frame-Exterior 11.0 2450.0 2.0 4949 Btuh
2 Frame-Adjacent 11.0 177.0 1.2 216 Btuh
Wall Total 2627.0 5165 Btuh
Doors Type Area HTM Load
1 Insulated-Adjac 20.0 10.6 212 Btuh
2 Insulated-Exter 10.0 10.6 106 Btuh
Door Total 30.0 319 Btuh
Ceilings Type/Color R-Value Area HTM Load
1 Under Attic/Dark 30.0 1140.0 1.5 1664 Btuh
2 Under Attic/Dark 19.0 56.0 2.3 127 Btuh
Ceiling Total 1196.0 1791 Btuh
Floors Type R-Value Size HTM Load
1 Slab-On-Grade Edge Insulation 0.0 156.0 ft(p) 0.0 0 Btuh
Floor Total 156.0 0 Btuh
Infiltration Type ACH Volume CFM= Load
Natural 0.35 21800 127.4 2663 Btuh
Mechanical 0 0 Btuh
Infiltration Total 127 _ 2663 Btuh
Internal I Occupants Btuh/occupant Appliance I Load
pain 4 X 300 + 1200 2400 Btuh
FORM 600A-97 ....
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
fADDRESS: , JAX BCH, FL, PERMIT#:
BASE AS-BUILT
INFILTRATION Area X BWPM = Points Area X WPM = Points
2180.0 -0.59 -1286.2 2180.0 -0.59 -1286.2
Winter Base Points: 15357.1 Winter As-Built Points: 15794.8
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
15794.8 1.000 1.064 0.501 1.000 8427.5
15357.1 0.5340 8200.7 15794.8 1.00 1.064 0.501 1.000 8427.5
FORM 600A-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: ,JAX BCH, FL, PERMIT#:
BASE AS-BUILT
INFILTRATION Area X BSPM = Points Area X SPM = Points
2180.0 10.21 22257.8 2180.0 10.21 22257.8
Summer Base Points: 34538.3 Summer As-Built Points: 29339.8
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
29339.8 1.000 1.047 0.341 1.000 10484.3
34538.3 0.3573 12340.5 29339.8 1.00 1.047 0.341 1.000 10484.3
•
FORM 600A-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: , JAX BCH, FL, PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
.18 2180.0 9.76 3831.7 Double,Clear N 2.0 16.0 30.0 14,30 1.00 429.0
Double,Clear N 2.0 14.0 9.0 14.30 1.00 128.7
Double,Clear N 2.0 6.0 9.0 14.30 1.00 129.3
Double,Clear S 2.0 16.0 15.0 4.03 1.00 60.3
Double,Clear S 2.0 14.0 6.0 4.03 1.01 24.4
Double,Clear S 2.0 7.0 15.0 4.03 1.17 70.8
Double,Clear W 2.0 17.0 40.0 10.77 1.00 431.4
Double,Clear W 2.0 8.0 40.0 10.77 1.02 440.7
Double,Clear SE 2.0 16.0 12.0 5.33 1.02 65.1
Double,Clear SE 2.0 7.0 12.0 5.33 1.13 72.1
Double,Clear NE 2.0 16.0 12.0 13.40 1.00 160.6
Double,Clear NE 2.0 7.0 12.0 13.40 1.01 162.2
Double,Clear E 2.0 16.0 18.0 9.09 1.01 165.0
Double,Clear E 2.0 7.0 18.0 9.09 1.05 171.1
Double,Clear E 2.0 4.0 9.0 9.09 1.12 91.6
Double,Clear E 3.5 8.0 12.0 9.09 1.10 119.7
As-Built Total: 269.0 2722.0
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 177.0 3.6 637.2 Frame,Wood,Exterior 11.0 2450.0 3 70 9065.0
Exterior 2450.0 3.70 9065.0 Frame,Wood,Adjacent
11.0 177.0 3.60 637.2
Base Total: 2627.0 9702.2 As-Built Total:
2627.0 9702.2
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 20.0 11.50 230.0 Adjacent Insulated 20.0 8.00 160.0
Exterior 10.0 12.30 123.0 Exterior Insulated 10.0 8.40 84.0
Base Total: 30.0
353.0 As-Built Total: 30.0 244.0
CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 1140.0 1.20 1368.0 Under Attic
30.0 1140.0 1.20 1368.0
Under Attic 19.0 56.0 2.00 112.0
Base Total: 1140.0 1368.0 As-Built Total:
1196.0 1480.0
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 156.0(p) 8.9 1388.4 Slab-On-Grade Edge Insulation 0.0 156.0(p) 18.80 2932.8
Raised 0.0 0.00 0.0
Base Total:
1388.4 As-Built Total: 2932.8
FORM 600A-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS: , JAX BCH, FL, PERMIT#:
I
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 50.0 0.90 3 1.00 2684.98 1.00 8054.9
As-Built Total: 8054.9
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating
+ Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
12340.5 8200.7 8238.0 28779.2 10484.3 8427.5 8054.9 26966.8
I PASS
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•
FORM 600A-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
IADDRESS: , JAX BCH, FL, PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
_COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows&Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area
Exterior&Adjacent Wags 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip
or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1 ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams. — —
Ceilings 606.1 ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the nerimet�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. with NFPA,
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) CHECK
COMPONENTS SECTION REQUIREMENTS
- tr
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_quired.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%. — —
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics:R-6 min.insulation. -
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.-
Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
4
Residential System Sizing Calculation
Summary
PETRONI Project Title: Class 3 Rating
PETRONI Registration No. 0
JAX BCH, FL Climate: North
2/11/2002
Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M)
Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(49gr.)
Winter design temperature 32 F Summer design temperature 94 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 38 F Summer temperature difference 19 F
Total heating load calculation 30372 Btuh Total cooling load calculation 34939 Btuh
Submitted heating capacity 32400 Btuh Submitted cooling capacity 36000 Btuh
Submitted as% of calculated 106.7 % Submitted as% of calculated 103.0 %
WINTER CALCULATIONS
Winter Heating Load (for 2180 sqft)
Load component Load Duct s(5%)
Window total 269 sqft 7424 Btuh / Vandows(14%)
nfY t20%)
Wall total 2627 sqft 8649 Btuh
Door total 30 sqft 367 Btuh
Ceiling total 1196 sqft 1594 Btuh
oo°rs(1 96) ------j 5%,
Floor total 156 ft 4805 Btuh
Infiltration 146 cfm 6087 Btuh
Fb°rs(16%)
Subtotal 28925 Btuh
Duct loss 1446 Btuh
TOTAL HEAT LOSS 30372 Btuh
SUMMER CALCULATIONS
Summer Cooling Load (for 2180 sqft)
Load component Load
Window total 269 sqft 14729 Btuh data„�trnal(3%)
Wall total 2627 sqft 5165 Btuh latent nn(12%) �\
N
Door total 30 sqft 319 Btuh ,,�
Ceiling total 1196 sqft 1791 Btuh i „vr,,, 42%,
Floor total 0 Btuh
Infiltration 127 cfm 2663 Btuh oucts(6%)
Internal gain 2400 Btuh 7. �/
Subtotal(sensible) 27067 Btuh n"j '�.<r f
Duct gain
2707 Btuh Ooors(1%) ,, `` ,.-
Total sensible gain
29773 Btuh whta(15%) cet (5%)
Latent gain(infiltration) 4246 Btuh
Latent gain(intemal)
920 Btuh The sizing method used was EnergyGauge®System Sizing.
Total latent gain
5166 Btuh PREPARED BY.
TOTAL HEAT GAIN 34939 Btuh DATE:
Manual J Winter Calculations
Residential Load - Component Details (continued)
PETRONI Project Title: Class 3 Rating
PETRONI Registration No. 0
JAX BCH, FL Climate: North
2/11/2002
Key: Window types (SC - Shading coefficient of glass as SC numerical value or as clear or tint)
(Frame types- metal, wood or insulated metal)
(U - Window U-Value or'DEF'for default)
(HTM - ManualJ Heat Transfer Multiplier)
Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types)
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To: Reaction Summary
WINDWARD CONST. Job Number: 8354RT
Page: 2
Project: Block No: Date: 02-22-2002-3:44:03 PM
Model: Lot No: Project ID: 8354rt
Contact: Site: Office: Deliver To: Account No:
Name: 128-4 SEMINOLE RD. Designer: mtm
Phone: Salesperson:
Fax: Quote Number:
Tentative Delivery Date:
Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions:
(I) 2-Ply
Joint Joint
\\ 2 RGl 7-10-0 FLAT 0.00 1481 lbs.bs. 1448916s.
L 48 lbs.each 2X4/2X6 0.00 -640 lbs. -648 lbs.
Job Truss Truss Type Qty Ply
8354RT A02 ROOF TRUSS 1 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:18:48 2002 Page 1
9-0-0 I 12-8-0 21-8-0
9-0-0 3-8-0 9-0-0
Scale•1 41.7
4v1= 4e=
D E
rz
E NE
2.\\ 2d O.
600 ff c W2 W W4 F•
10444 4
,1 W
O nT nv
B c — \ b
III
3 40
►�
au 4.= � H
A 0 K J I 3.=
21-8-0
I 21-8-U
L-U-U 21-6-U 2-U-U '
Plate Offsets(X,Y): (E:0-5.8,0-2-0]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.17 G-I >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.26 G-I >998
BCLL 10.0 Rep Stress Ina YES WB 0.10 Horz(TL) 0.04 G n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight:108 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-2-15 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-13 oc bracing.
WEBS 2 X 4T SYP No.3*Except*
W2 2 X 4 SYP No.3,W4 2 X 4 SYP No.3
REACTIONS(lb/size) G=1017/0-3-8,B=1017/0-3-8
Max Horz B=-174(load case 5)
Max UpliftG=-477(load case 5),B=-524(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-1370,C-D=-1137,D-E=-1025,E-F=-1137,F-G=-1370,G-H=24
BOT CHORD B-K=1214,J-K=1025,I-J=1025.0-1=1214
WEBS C-K=-228,D-K=299,E-K=-0,E-1=299,F-1=-228
NOTES (6)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category It,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANS195 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide adequate drainage to prevent water ponding.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 lb uplift at joint G and 524 lb uplift at joint B.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
6)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard
. ;I
i , ..
Job Truss Truss Type (Ay Ply
8354RT B01 ROOF TRUSS 5 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:18:50 2002 Page 1
9-0-0 1 18-0-0 1
I
9-0-0 9-0-0
Sc*. x354
4b:II
ON
I!t `V
6.D0 12 2x4\\ x4//
E
c raJ `..
F
8 NO &go
bL
to
f/ J 1 H OS G
A 3.= noi= 3M= 40= 3N=
18-0-0
i 18-U-U
' 2-U-U 18-0-U ' 2-U-U '
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.08 H-J >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.11 H-J >999
BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 F n/a
BCDL 5.0 Code SBC/ANS195 1st LC LL Min I/dell=360 Weight:86 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-14 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing.
WEBS 2 X 4T SYP No.3
REACTIONS(lb/size) B=863/0-3-8,F=863/0-3-8
Max Horz B=-174(load case 5)
•
Max UpliftB=-439(load case 4),F=-439(load case 5)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-1176,C-D=-1015,D-E=-1015,E-F=-1176,F-G=24
BOT CHORD B-J=1040,I-J=695,H-I=695,F-H=1040
WEBS C-J=-195,D-J=385,D-H=385,E-H=-195
NOTES (5)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition 1 enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. tf porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 439 lb uplift at joint B and 439 lb uplift at joint F.
4)This truss has been designed with ANSI/TPI 1-1995 criteria.
5)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard
Job Truss Truss Type pry Ply
8354RT B03 ROOF TRUSS 10 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 2214:18:52 2002 Page 1
9-0-0 I 18-0-0
9-0-0 9-0-0
Soak=132 3
A*ll
6.00 12
2.1\\ 2.4
- � E
• 1`
GAO 4111
his 3
►t
H
A JN= <a0= <a0= JM=
18-0-0
18-U-U
2-U-U 18-U-U
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.08 G-I >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.11 G-I >999
BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 F n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min Udefl=360 Weight:83 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-14 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing.
WEBS 2 X 4T SYP No.3
REACTIONS(lb/size) F=744/0-3-8,B=863/0-3-8
Max Horz B=199(load case 4)
Max UpliftF=-277(load case 5),B=-439(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-1176,C-D=-1015,D-E=-1015,E-F=-1176
BOT CHORD B-I=1040,H-1=695,G-H=695,F-G=1040
WEBS C-1=-195,D-1=385,D-G=385,E-G=-195
NOTES (5)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 277 lb uplift at joint F and 439 lb uplift at joint B.
4)This truss has been designed with ANSI/TPI 1-1995 criteria.
5)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard
•
•
!:
1� '
1
Job Truss Truss Type Qty Ply
8354RT 805 ROOF TRUSS 1 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:18:54 2002 Page 1
' 7-0-0 11-0-0 18-0-0
7-0-0 4-0-0 7-0-0
SCSI=1'355
awl=
4e=
D E
§ S•
21d o 2a/n
6.00 12 W2
C Wa
. 81 111111 82
F
its ul
ore K J ,64_ 0 H
A 3,0= 64= .3= 3,m=
18-0-0
■ 1S-U-U i
' Z-0-U 18-U-U 2-U-U '
Plate Offsets(X,Y): [E:0-5-4,0-2-0]
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.10 K >999 MII20 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.13 I-K >999
BCLL 10.0 Rep Stress lncr NO WB 0.27 Horz(TL) 0.04 G n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min Vdefl=360 Weight:105 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-4-9 oc purlins.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing.
WEBS 2 X 4T SYP No.3=Except=
W2 2 X 4 SYP No.3,W4 2 X 4 SYP No.3
REACTIONS(lb/size) B=1595/0-3-8,G=1595/0-3-8
Max HorzB=151(load case 4)
Max UpliftB=-921(load case 4),G=-869(toad case 5)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=26,B-C=-2821,C-D=-2620,D-E=-2377,E-F=-2620,F-G=-2821,G-H=26
BOT CHORD B-K=2514,J-K=2377,I-J=2377,G-I=2514
WEBS C-K=-192,D-K=848,E-K=-0,E-1=848,F-1=-192
NOTES (7)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide adequate drainage to prevent water ponding.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 921 lb uplift at joint B and 869 lb uplift at joint G.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
6)Special hanger(s)or connection(s)required to support concentrated toad(s)539.OIb down and 662.21b up at 11-0-0,and 539.OIb down and 662.2lb up at
7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. (
7)This truss has been designed specifically for Turbo Web '
7 ! / ('__%
LOAD CASE(S) Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:A-D=-54.0,D-E=-117.6,E-H=-54.0,B-K=-30.0,I-K=-65.3,G-1=-30.0
Concentrated Loads(lb) /
Vert:K=-539.01=-539.0 1 ;Ce
-3? % Q
v 0-
4
Job Truss Truss Type Qty Ply
8354RT RG1 FLAT 1 2
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 15:37:42 2002 Page 1
7-10-0
7-10-0
Scale•1:12.6
A 5,A= 3,A= 8 211 II C 7m= p 2M 11
T1
F81
EH w2 W4 5 EV2
h 1
9 . -_
81
2*II a 3,e= F 2,a II
ma=
7-10-0
/-10-U
/-1U-U
Plate Offsets(X,Y): [A:0.1-8,03-01
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.01 F-G >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.02 F-G >999
BCLL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.00 E n/a
BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl=360 Weight:98 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.2
REACTIONS(lb/size) E=1481/Mechanical,1=1489/0-3-8
Max UpliftE=-639(load case 2),1=-647(load case 2)
FORCES(lb)-First Load Case Only
TOP CHORD H-1=400,A-1=-1071,A-B=-1435,B-C=-1435,C-D=-123,D-E=-97
BOT CHORD G-H=16,F-G=1547,E-F=1547
WEBS A-G=1721,B-G=-73,C-G=-134,C-F=880,C-E=-1696
NOTES (8)
1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
2)Provide adequate drainage to prevent water ponding.
3)Refer to girder(s)for truss to truss connections.
4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 639 lb uplift at joint E and 647 lb uplift at joint 1.
6)This truss has been designed with ANSI/TPI 1-1995 criteria.
7)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows:
Top chords connected as follows:2 X 4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. i °^
Webs connected as follows:2 X 4-1 row at 0-9-0 oc. i J
9)This truss has been designed specifically Simpson for Turbo Web
9)Simpson-HGUS26-2(Refer to Simpson Srtong-Tie Connectors book for hanger properties.)
LOAD CASE(S) Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:A-D=-54.0,E-H=-354.6
Job Truss Truss Type Oty Ply
8354RT J01 ROOF TRUSS 6 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:19:10 2002 Page 1
8-6-0
8-6-0
Scae•124 5
2x4 II
•
Zia\\
00'
•
e4
/ 444
A 3x4=
4x4=
8-6-0
B-b-U
2-U-U B-6-U
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.18 B-F >529 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.27 B-F >353
BCLL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 F n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min 1/deft=360 Weight:42 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3*Except*
W1 2 X 4T SYP No.3
REACTIONS(lb/size) F=354/Mechanical,B=459/0-3-8
Max Horz B=333(load case 4)
Max UpliftF=-229(load case 4),B=-256(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-224,C-D=0,D-E=-3,D-F=-119
BOT CHORD B-F=199
WEBS C-F=-229
NOTES (5)
1)This truss has been designed for the wind loads generated by 120 mph winds at 22 It above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 229 lb uplift at joint F and 256 lb uplift at joint B.
4)This truss has been designed with ANSUTPI 1-1995 criteria.
5)This truss has been designed specifically for Turbo Web
6)Simpson-HUS26(Refer to Simpson Srtong-Tie Connectors book for hanger properties.)
LOAD CASE(S) Standard
•
•-•y
'1' `On
1
Job Truss Truss Type Qty Ply
8354RT GO6 DROP TC MONO 1 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:19:07 2002 Page 1 ,
3-2-0 0
3-2-0
2M II Scale=110.6
3,4* 6.00 14
C
T
en'n
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•.•000'AO i� .A.:00.60:. �•�•44.••: :4 •'•4 i�:+:+: 0:1r:•• •� a0'•OO:i•.■••••
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me= L.1 11
A
3-2-0
I 3-2-U I
2-1)-U S2-0 ,
Plate Offsets(X,Y): [B:0.4-0,0-2-1)
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a - n/a MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.04 A-B >585
BCLL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 n/a .
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min Udefl=360 Weight:16 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2X4 SYP No.3
REACTIONS(lb/size) B=238/3-2-0,E=127/3-2-0
Max Horz B=155(load case 4)
Max UpliftB=-196(load case 4),E=-74(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=6,C-D=6,D-E=-82
BOT CHORD B-E=0
NOTES (6)
1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detair
2)Gable requires continuous bottom chord bearing.
3)Gable studs spaced at 2-0-0 oc.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint B and 74 lb uplift at joint E.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
6)This truss has been designed specifically for Turbo Web
LOAD CASES) Standard
J -�rs, ,4
„._
. ,.. . ._ _
- 4-
r ,
ry
V2
•
Job Truss Truss Type Qty Ply
8354RT G04 ROOF TRUSS 1 1
(optional) 1
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SRt s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:19:04 2002 Page 1
8-0-1 I 11-3-15 I 19-4-0
8-0-1 3-3-14 8-0-1
Scale=1 37 9
4b=
Oat=
C D
14
690 12
W1 2 W3
B B
3 ►/ "` 0 III Z 91 J
� al F
3.= 2.9 Jai= 494=
DY=
19-4-0
19-4-U
' 1-(7-0 19-4-U Z-U-U ,
Plate Offsets(X,Y): [C:0-5-8,0-2-0)
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0.11 B-I >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.16 B-I >999
BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.02 E n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min Udefl=360 Weight:85 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-10-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3'Except*
W2 2 X 4T SYP No.3
REACTIONS(lb/size) E=919/0-3-8,B=919/0-3-8
Max Horz B=-162(load case 5)
Max UpliftE=-442(load case 5),B=-485(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-1021,C-D=-913,D-E=-1021,E-F=24
BOT CHORD B-I=907,H-1=913,G-H=913,E-G=907
WEBS C-1=166,C-G=-0,D-G=166
NOTES (6)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide adequate drainage to prevent water ponding.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 442 lb uplift at joint E and 485 lb uplift at joint B.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
6)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard 1 r I
.4. .
. .
. , .
... _ _ _
...?, ,.„,, : . . _
,.., .. r.„. 217n.,
Job Truss Truss Type Qty Ply
8354RT G02 ROOF TRUSS 7 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 Mi Tek Industries,Inc. Fri Feb 22 14:19:01 2002 Page 1
9-8-0 19-4-0
9-8-0 9-8-0
5.1e=1'37 6
.6 II
Pi
2W\\ 1a///
600 13
C
�J
e e,GO 1 1 l ce e< r
A. J 1 H Ci G
A
3M= SN= 3a1= AA= 3s1=
19-4-0
79-4-U
' 1-U-U 19-4-U 1-0-U '
Plate Offsets(X,Y): [H:0-0-0,0-0-0)
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.18 H-J >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.26 H-J >874
BCLL 10.0 Rep Stress Ina YES WB 0.20 Horz(TL) 0.03 F n/a
BCDL 5.0 Code SBC/ANSI95 1st LC LL Min I/defl=360 Weight:93 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-0 oc purtins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing.
WEBS 2 X 4T SYP No.3
REACTIONS(lb/size) B=919/0-3-8,F=919/0-3-8
Max Horz B=-183(load case 5)
Max UpliftB=-460(load case 4),F=-460(load case 5)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=24,B-C=-1265,C-D=-1218,D-E=-1217,E-F=-1265,F-G=24
BOT CHORD B-J=1122,I-J=728,H-1=728,F-H=1122
WEBS C-J=-218,D-J=555,D-H=555,E-H=-218
NOTES (5)
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If
end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the
plate grip increase is 1.33
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 460 lb uplift at joint B and 460 lb uplift at joint F.
4)This truss has been designed with ANSI/TPI 1-1995 criteria.
5)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard H
•
v
Job Truss Truss Type Qty Ply
8354RT CJ5 ROOF TRUSS 8 1
(optional)
MiTek Industries,Inc.,Chesterfield,MO 63017 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Fri Feb 22 14:18:58 2002 Page 1
5-0-0
5-0-0
Sc*:14'•1
>„
600 12
1
►t
A
5-0-0
b-U-U
L-U-0 5-U-U
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.03 B-D >999 MI120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.15 A-B >181
BCLL 10.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 5.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/defl=360 Weight:19 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS(lb/size) C=99/Mechanical,B=345/0-3-8,D=71/Mechanical
Max Horz B=172(load case 5)
Max UpliftC=-144(load case 5),B=-219(load case 4)
FORCES(lb)-First Load Case Only
TOP CHORD A-B=49,B-C=34
BOT CHORD B-D=0
NOTES (5)
1)This truss has been designed for the wind loads generated by 120 mph winds at 22 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone
on an occupancy category II,condition I enclosed building,with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist,they are not
exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint C and 219 lb uplift at joint B.
4)This truss has been designed with ANSI/TPI 1-1995 criteria.
5)This truss has been designed specifically for Turbo Web
LOAD CASE(S) Standard
•
•
•
Nov 05 02 08: 10a Larry Hunt 904-242-7097 p. 2
Oct 23 02 10:34a RCM SURVEYING 904-389-6175 p. 1
MAP SHOWING BOUNDARY SURVEY OF
LOT 503. SECTION NO. I. SALTAIR, AS RECORDED IN PLAT HOOK 10. PAGE 8.
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA.
TOGETHER WITH THE SOUTHEAST 1/2 OF BELVEDERE STREET CLOSED PER ORDINANCE 165-89-20.
CERTIMEO To-
HERMAN M. ROBERTS k BARBARA B ROBERTS
WFLI.S FARGO HOME MORTGAGE
STEWART 1111.E OF JACKSONVILLE, INC.
WATSON k OSBORNE TITLE SERVICES. INC.
BELVEDERE STREET ----
(RUN.n.aN.aM I (r ORMER 50.17p4T CF WAY)
PPMOUS SVNE• (CLOSED PER ONOINANCE 65-69-20)
OBN 9N 2ope'33`:�_,I
SU 1fr RES. 50.02- (MEASURED) ^ roAn 171 wo,T ,
Nompeo"A0M U9 610'1 STANrt o'Ls 6645'
i ,,
0.2
i50.00 (PLAT) —
so
w -
•
•' 162' 7.8
M 9.9 late o
TI
D
Q
W .
FLOOR ELEVATION a
W
13.5('XX3VD 1979) i v --
ONE ALTO � ID T Y
N
iti TWO STORY a 'I
FRAME oi
^ POSTED @ 128-4
LOT 604 c . LOT 602
SE 0
Ci
o w
o CD•FR[O
OcE dm 7 >{ e
Q 8 w i 95 _
05
p U,
G „ 01 i
h I EO
4.9•TOIN ".1 LOT 603
FACE a 4dN� ��
5.0'TO j
EouFlDAnow I V
- - .
D.x II1DawRW) � _
VALVED'Wars 19 6470 •.�.�"-_. .• - • f --01• .
57wCD "°LA 7. S 20•0413' W 1 ,000 LTY No.wC
AO DEN'IMAM.
LOT 620 49.99' (MEASUREDI? N
LEGEND: 50.00 1(PLAT) I LOT 618
R .= RAOUS ---A— - FENCE caw r
L - LENCTN 0 - CONCRETE LOT 619 r.
NOTES,
ASS91E0 N 709000 N REVISIONS
I.BEARINGS ARE BASED ON THE __BEARING OF __ ALONE' NE
SWTHWESTERLY BOUNDANY ONE OF SUL.ECT PARCEL -
['ATE OTSCMPHON
2. BT GRAPHIC PLOTTING ONLY THE GAPROLIED LANDS LE M7MN 11.000 ZONE_ __A_ AS 5110944 ON ]NE
NATIONAL 11000 INSURANCE NAP DATED APRE 17.1999.CCAINUMTY NUMBER 120070 PANEL 0001 0 , /0•4•V< r74:1yE.=4c4 64...
3. DNS SURVEY REELECTS ALL EASEMENTS A RRi175 OF WAY AS PER RECORDED PLAT 0/CR TITLE CONNITMENI ■
S.SUPPLIED,UNLESS OTEBERM5E STATED.MO OTHER 1111.E VENFICASOH HAS BEEN PERFORMED BY THE UNDER-SCUP]
A. 11115 SURVEY NOT VALID MTHOOT THE ORIGINAL SIGNATURE*RR CNROSSEO%CAI OE THE LERNF MAC 5WV01011 7
J08 g 18741 I DATE OF FIELD SURVEY: 09-19-02 DATE OF ISSUE: 09-20-02 I SCALE 1" = 20'
-., CERTIFICATE
/EA_11� 2522 Ook SI.cet ■ream.apart THAT I,. SW K+.•s RANG ADE UNDER.0 PESPON9OLLFO�AGE
4iiiiP� � (RUN.) 369.- 39204 AA0 moors it um./LENNCAL swum.. s T.L.41714 BY K -LO+N.
l= (0.19) 904-369-5999 904110 OF PROF'/LEESice/SSONAL Nu RETORS ANO MAPPERS N CRAFTER 61017-6.FUlADR
0470 9M-389-6175 ADVARSJ/,?'lll'lr PuRw1NT TO SECTOR 47207E OMA STATU M
S L1 RV E i I I1 G Inc MICHAEL A LO --
LICENSED BU991ESS g 6702 RCOSTERED S17RVENOR MO M -• R E 4979 STATE OF F00201
LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS
Nov 05 02 08: 10a Larry Hunt 904-242-7097 p. 1
Sep 19 02 04:07p RCM SURVEYING 904 389- 6175 P• 1
FEDERAL EMERGENCY MANAGEMENT AGENCY O M.B.No 3067-0077
NATIONAL FLOOD NSURANCE PROGRAM Expires July 31, 2-002
ELEVATION CERTIFICATE
Imporbnt Revd the institutions on pages 1-T.
SECTION A-PROPERTY OWNER I'DRMATION For IrsuenceCompan7 Use
Paley Number
BUILDING OWNERS NAME
Herman M.Roberts and Barbera B.Roberts
E3UttJO1NG STREET ADDRESS(including Apt..Urti Sure,andlor Bldg.
No.)OR P.O ROUTE AND BOX NO. Company NAIC Number
128-4 Seminole Road - ZIP CODE
STATE
CITY 32233 _ -- '—_'.
Atlantic Beach `
PROPERTY DESCRIPTION(tst and Black Numbers.Tax Parcel Number.Legal Deacripbon.etc.)
Lot 603.Saar Section 1 ---
BUILDING USE(e.g..Resided a&Nov residential.Addition,Accessary,etc. Use a Commas area if necessary.)
Residertiel SOURCE: O GPS(TYPE'
LATITUDEA-ONGRUDE(OPTIONAL) MOR17_NJTAL DATUM GPS((Type):
M� Q Other:
(Ise-or-II.tIlr a 7 ❑NAD1927 ❑WAD 1983 L1 USGS
SECTION B-FLOOD INSURANCE RATE MAP(FR M)INFORMATION
B1.NF1P COMMUNITY NANE&COMUNRYNUMBER 62-CO1NTVNAME 133 STATE
LAIIaticBea h,FL 170075 0031 FL �___ .
1D
84-NAP AND PANG B5.SUFFIX 87.FIRM PANEL _ 89 EASE F DOD ELEVATIONISI ';
NUMBER Bb.FIRM INDEX DATE ffFECTWEIRtSDATE BA FLOODZONE(S) I (7are AO.u�Mpltdmodto1
13X)75 OD D 4-15-92 4.1789 X
B111(nct ale Cie sauced She Base Rood Etesratiofl(BFE)dalaarbase'cod depth entered in 99-
0 RS Prue ®FIRM 0 Cmm+ity O rirled O rafter(Describe):
B11.hdcateate elevation dawn used fix theBFE in 99:®NGVD 1929 ❑NAVD 1988 ❑Clher(Deaaite)
812 Is lie buldctglocated in a Coastal Barrie Resources Sysfan(CARS)area or Mewls e Protected Area(CPA)? El Yes L)No Desigla6on Dater_
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Cl.8&1 i g elewafors are based on:❑Conslru4ion Drabs ❑Building Under ConsIn Aon- ®Finished c«mmrtion
'A new Elev.-Arm Cerrito:Weal be requrvd*lien cc sbuclion dthe holding is complete.
C2 Butting Deg+art Number 1(SelectIhe butting Japan most similar lo tie bolding tertafiidr Ibis certkale is being congealed-see pages 6 and 7.1 nociagram
( aac matey reps amts the Laidig.we a sicee+orphoto9r*)
C3.Beuamrs-Zones Al P30,AE.AR A(tile WE),VE,V1-V30,V at BFE),ARAWA,AR AE,AR!Al-A34.ARIAH.AR/40
Complete(terns C3.-a r below ac>oardiag tube building dagram speared in pen C2 Slate the datlm used.If the dawn is dllerere trap the datum usedim the BfE in
Section B.carved the dee m to Mat media the RFE Shaw field meauuertments and dakin conversion catWaiorL Use the st:me Povided Of the Cartmerls area of
Sedan D or Sedan G,as apprepriale,to dawned the darn arnrrssial-
Oahwn NGVD 29 Cowerso iI Crmments Ii
clevafar telerence mak used NA Daeslhe elevation reference mark used a pear on the ARM? ❑Yes ®No
a)Top d bottom floor(inducing basement a erdosure) 13.51L(m) 9 19 v<
U b)Top of noel hiEtter ibor M.5_B-Gm) i.
❑c)Bottom ci Wrest iwrimrttat structural member(N/zones ony) N/A. Lin) 8 0
U d)Mailed garage(bpd slab) 12 9R(m) w A
O e)Low tsi eievaicw of madtinrry ardioregtiprllent m
suiting the btddrg(Describe in a Carerts area) •�l.tm) 6
ealin mt �. (.4-4X-
13.1 e.(m) 2
f)Lowest adjacent()lured)grade(LAG) .1 r�Q
O g)1-6051 a fiaceri(cashed)grade(HAG) 13.111(m) d PS/L! #-48`/
U h)No.d permanent openuys(Baud%reds)wtltm 1 R.above adime t grade WA
O i)Totai area d al pemtarent openings(load loads)in C3-h NIA so i1.(sq.ran)
-
SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTTFTCATION
This certification Is to be signed and sealed by a laid surveyor,engineer,or matted authorized by law to certify elevation information
I codify Oral fire information in Sections A,B,uwld C on this came represents my hest crofts to interpret The data a+ailabie.
j understand that any fete statement may be_purshable by fine or ii prisamIent under 18 U.S.Cade,Section 1001. . --
CERTTr1ERS NAME
Ithael J.Alpo LICENSE NTIUBER4879
TTITE
Ptdessional Sinreyoraid Mappr COWANY NAME ACM araveyig Inc.
ADDRESS -- - CITY STATE ZIP CODE
2522 talc Street - Jai:sart*ila n 32204 —^
5 . r .•. DATE TELEPHOIE
/ . . 93-19-02 (904)389-5989
! _
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use. For the following:
Address: 128-4SEMINOLE ROAD Owner: PETRONI
ATLANTIC BEACH, FL 32233 1879 BEACH AVENUE
ATLANTIC BEACH, FLORIDA 32233
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23773
Date: 9/06/2002
i
1
_......0 I
DON C. FORD, C.B.O.
Post in a conspicuous space
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
' This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use For the following:
I
I
Address: 128-4 SEMINOLE ROAD Owner: PETRONI
ATLANTIC BEACH, FL 32233 1879 BEACH AVENUE
ATLANTIC BEACH, FLORIDA 32233
I
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23773
Date: 9/06/2002 I
I
I -_ L
I DON C. F0- •, C.B.•
IPost in a conspicuous space
I
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use. For the following:
Address: 128-4SEMINOLE ROAD Owner: PETRONI
ATLANTIC BEACH, FL 32233 1879 BEACH AVENUE
ATLANTIC BEACH, FLORIDA 32233
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23773
Date: 9/06/2002
i (s' i,;(...........„I DON C. FORD, C.B.O. ` '�,.
I Post in a conspicuous space
! CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use. For the following:
i
I
I
Address: 128-4 SEMINOLE ROAD Owner: PETRONI
{ ATLANTIC BEACH, FL 32233 1879 BEACH AVENUE
ATLANTIC BEACH, FLORIDA 32233
I
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
` Permit Number: 23773
Date: 9/06/2002
I
L/____ ___.„
° _ A
DON C. FO' ', C.B.
Post in a conspicuous space
Sep 19 02 04: 07p RCM SURVEYING 904-389-6175 p. 1
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002
ELEVATION CERTIFICATE
Important Read the instructions on pages 1-7.
SECTION A-PROPERTY OWNER INFORMATION For Imuran a Company Use
BUILDING OWNER'S NAME Policy Number
Herman M. Roberts and Barbara B. Roberts
BUILDING STREET ADDRESS(Including Apt.,Unit:Suite,and/or Bldg.No.)OR P.O ROUTE AND BOX NO. Company NAIC Number
128-4 Seminole Road
CITY STATE ZIP CODE
Atlantic Beach FL 32233
PROPERTY DESCRIPTION(1st and Block Numbers,Tax Parcel Number,Legal Description,etc.)
Lot 603.Sakai Section 1
BUILDING USE(e.g.,Residential Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.)
Residential
LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM SOURCE: O GPS(Type):
(#fP-*if-#lien or ##. ) 0 NAD 1927 0 NAD 1983 0 USGS Quad Map ❑Other:
SECTION B-FLOOD INSURANCE RATE MAP(FRM)INFORMATION
[BL NFIP COMMUNITY NAME&COMMUNITY NUMBER I B2.COUNTY NAME B3.STATE
Atla tic Beach,FL 120075 0001 Duval FL
i ill_
84.MAP AND PANEL B5.SUFFIX - B7.FIRM PANE- 89.EASE FLOOD ELEVATIONS)
I
NUMBER B6.FIRM INDEX DATE EFFECTIVE/REVISEDDATE 68.FLOODZONE(S) (Zone AO,use depth ofkering)
120075 00 D 4-15-92 4-17-89 i X N/A
810.Indicate the source of the Base Food Elevation(BFE)data or be flood depth entered in B9.
0 FIS Profile ®HMI ❑Commit ity Determined 0 Other(Descnbe)
811.Indrate the elevation datum used for the BFE in B9:®N6VD 1929 0 NAVD 1988 0 Cther(Describe):
B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 0 No Designation Dale'
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQURED)
C1.Building elevations are based on:0 Constriction Drawings' 0 Priding Under Construction' ®Finished Construction
A new Elevation Certificate will be required when construction of the bolding is complete.
C2.Billing Diagram Number 1(Select be building diagram most similar to the bolding for which this certificate is being carrrpleted-see pages 6 and 7. If no diagram
accurately represents the bolding,provide a sketch or photograph.)
C3.Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BEE),AR,AR/A,ARIAE,ARIA1-A30,ARIAH,AR/A0
Complete Items C3.-ai below according to the bolding diagram specified in Item C2 State the datum used.lithe datum is dilerent torn the datum used for the BFE in
Section B,cornrert the datum to that used for the BEE Snow field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G,as appropriate,to document the datum conversion.
Datum NGVD al N/A
Elevation reference mark used N/A Does the elevation reference marts used appear on the FIRM? ❑Yes El No 97.o�U�
❑ a)Top d bottom floor(Inducing basement or enclosure) > . 5 ft(m)
U b)Top of pact higher fbor '23.5ft(m) co
❑c)Bottom of lowest horizontal structural member(V zones only) N/A. ft(m) :IN i2
d)Attached garage(tip d stab) 12. 9 ft.(m) w al
❑e)Lowest elevation of machinery and/or equipment i d
seeming the blaring(Describe in a Comments area) 13.5 film) Aiz.`(/ a.„-
U f)Lowest adacerd(finished)Bade(LAG) 13.1 ft.(m) Z ,'
m
❑g)Highest adjacent(bashed)grade(HAG) 13. 1(1(m) fSill 4z gT7
❑h)No.of pemnanent openings(flood vents)wllhn 1 ft.above adjacent grade WA 11 / _
O i)Total area of al permanent openings(flood vents)in C3.h NIA sq.in.(sq.an)
SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
This certification is to be signed and seated by a land surveyor,engineer,or architect authorized by tart to certify elevation information.
I certify that the information in Sections A,Q and Can this certificate represents my best efforts to interpret the date available.
I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001.
CERTIFIERS NAME
Michael J.Aiello UCENSE MIIUIBER 4879
TITLE
Professional Surveyor aid Mapper COMPANY NAME ACM Surveying Inc.
ADDRESS CITY STATE ZP CODE
2522 Odic Sheet Ja tsortvile Fl 32204
SIGN *.- � L� _--- DATE TELEPHONE
�1■iE
09-19-02 (904)389-5989
FLOODPLAIN DEVELOPMENT INFORMATION
Location:: AQ8- L� 5 ,'�. °�. Pe( )4A,
Type of Development: g S-(4-04c- rte``'- '/i
Flood Zone:
Required Lowest Floor Elevation:
If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB
HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above
the base flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy will be issued until the survey is
on file with the Building Department.
COMMENTS:
Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon
the above informailon being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affecting the proposed development.
Date 2-a?-0 Applicant's Signature
Department Use:
Required Lowest Floor Elevation r.
As Built Lowest Floor Elevation
Survey Filed with Building Department
4
Building Department Representative
BUILDING, PL-1NVING AND ZONING INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested: 7 ` Co -6 _
Building Contractor: i(-&LL')6d
&pprig ,
Building Permit Number: x3'773 ••
Address : /c= O J 126 CRC)
Leval Description:
C9- lc;ui 4 z4;
Improvements to the above described prccerty have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
Lowest Floor Elevation: j>
required as built
* * * * * * *
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works 9— z__ 4 0 2----
Punning
Building
I
4
I
Tuesday,September 17,2002 4:40 PM Larry Hunt 904-242-7097 p 02
INDWARD
Construction, Inc.
49 Millie Dr.Jacksonville Beach,Fl. 32250
Phone.904-83 84619 Fex,904-2427097
E•me;l,Tunt @wrndwa, -constrvchon.torn
rite Fig''' 6
it t c r, i.,..
September 17,2002 �}r,r?
Mr. Don Ford do CiBuildty of ing and Zoning
Atlantic Beach
City of Atlantic Beach
800 Seminole Rd.
Atlantic Beach, FL 32233
Hi Don,
It was a pleasure speaking with you this morning.
In reference to our conversation about the house located at 128-4 Seminole Rd. I
would like to request that you grant a C. 0.for this home. Mr. &Mrs_ Roberts and I
realize that the fireplace is not finished to code due to a backorder at Home Depot,
however, I do expect to receive the mantle by the end of the month_At that time I will
request a re-inspection so your inspector can verify the mantle has been installed.
Thank you for your leniency in this mater If you have any questions please feel free to
call.
Sincerely,
L■itea' ,, ,
Larry Hunt
Windward Construction Inc. APPROVED
CITY OF ATLANTIC BEACH
BUILDING OFFICE
Eq1,.. .C.--jkv„.............._' ' '
1 •d 17E90 E9E i706 A3S1321 eiS :co 20 LT daS
CITY OF
,4eeC ae c Eeew - e_evLida
F T 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
ti. TELEPHONE (904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
DATE 7- //-D z
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Rough Electrical Inspections
Dear Connie:
Rough Inspections on the following locations have been completed and
approved:
PERMIT NO. ADDR SS
Please call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC BEACH BUILDING DEPARTMENT
NOTICE
TO: Water Department
FROM: Building Department
DATE: 1 =1 -0
be advised that the final building inspection has been completed on
each of the following addresses and construction water is no longer needed; Also
included below is the ERU number for each location:
Permit Number Property Addres ERU Number
Sincerely,
Pat Harris
Building Department
RECEIVED „.. r
far"'" ""-T
M!t'r 1 8 "" ? MIA;f+ ts :-,fin
City of i - is Beach li , Cayt tot ,At lantia3i iah
Buis . b • d oning B�i� t#iaaddZ3o'rrieg
• ty of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445
rlo �i. P one: (904)247-5800• FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us
'
■ T APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS,
• ' 0 EMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION
DATE -2', 9- c' ?—
APPLICANT /Z // t J /rho/+','
ADDRESS /g7 9 e ,,1-, 4v-t. 4%,,,,,,g(4 /47 PHONE: a�/- 69/3
ADDRESS WHERE WORK IS TO BE PERFORMED 4728'- el ,s,._,, ,',,,/..._ R"
LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT
/•
CONTRACTOR L2 '^d Cho./-el (7,5^J7'" r' a,^ STATE LICENSE NUMBER CG C e)AZ G 73
ADDRESS %9 /z'//-4' 1- PHONE Fa//- X37- y6/ 9
CITY jU o„✓,/4 &/..._ STATE Ft ZIP 3 Z290' FAX 9a--/--.,21-/, - 70 q 7
DESCRIBE PROPOSED USE AND WORK TO BE DONE C, --i clic,uG1 /-7.e,c-,/ S';ft A, ec,' IV? hd""`�
PRESENT USE OF LAND OR BUILDING(S)
lt
VALUATION OF PROPOSED CONSTRUCTION /2S 000
Is this an addition? /t/O If yes,what are the dimensions of the added space: feet by feet
Will the added area be heated and cooled? /z.5 New electrical or increase in service? y.,1
New plumbing fixtures? y J New fireplace? l/ i New heating/air conditioning? b/-,f
Is approval or Homeowner's Association or other private entity required?_/U If yes,please submit with this application.
PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all
information as appropriate.)
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please
4 contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey is required. (If not required, written verification must be provided with this application.) The
Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834
STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and
four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,
800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826
01/02/02
( i (*Lc(T
A --�--''��..-- /Q CITY OF
ri '' ��
les -47
Office of Building Official
REQUEST FOR INSPECTION
Date ((( 6E
�y �j Permit No. / 7
Time A.M.
Received c P.M.
24 - � �Xv wt.r r�� ( V
Job Address Locality to
Name s_1 " �?r ∎'� Contractor
BUILDING ONCRET ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing 17z Rough Wiring ❑ Rough ❑ Air Cond.& ❑
Re Roofing ❑ Slab FP"' Temp Pole ❑ Top Out ❑ Heatin•
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ F,e;I ❑
READY OR INSPECTION I
1 A.M.
Mon. Tue �A�. '/� { Thurs. :'day P.M.
f� ri
Inspection Made " \����� I, e�/�- PM.
C� ' / A Final Inspection ❑
Inspector ))
Certificate of Occupancy ❑
Date
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 23856 Address: 128-4 SEMINOLE, ROAD
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: ALTERATION Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision:
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION p
Date Issued: 4/12/2002 Name: HUNT
60.50
Total Fees: Address: 128-4 SEMINOLE ROAD
Amount Paid: 60.50 ATLANTIC BEACH, FL 32233
Date Paid: 4/12/2002 Phone: (000)000-0000 _
Work Desc: INSTALL 13 FIXTURES
CONTRACTOR(S) APPLICATION FEES
JAMES JOLLY PLUMBING ` ` 60.50
r, i,-
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E _ P TO JN 'ECTION
E
NOTICE IN n��, y- . I�RIB a TT F>
BUILDING MATERIAL _ OtE R i . D IN PUBLIC
SPACE, AND MUST B` =�5 ':ND H•_,.....;;_i„;;.,::;..4.,,,:,__ ,_-_.< _ :k : . y-EITHER '' I;, �_ .... .,: OR OWNER
"FAILURE TO COMPLY _- 'T44v4C �, , '° . -- 'j TIN THE
PROPERTY OWNER PAYI ` 4 t”
ISSUED ACCORDING TO APPROVED P m MIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISION . ,%
Doer: DSMITH Type: DC Draae
Date: 4/12/82 81 Receipt no: 4 1S-BUILDING 1
CCC..���111 Trans number:
ATLANTIC BEACH UILDING DEPT. CK CHECKS 3425
i
- Trans a
fr1/ 73773
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: /0284 4 m %�, v U} CMG
OWNER OF PROPERTY: TE . PHONE NO.
PLUMBING CONTRACTOR a am S V l , ►, -/
CONTRACTOR' S ADDRESS : • M _
STATE . LICENSE NUMBER: CPc1) / f Ot TELEPHONE: O4// 9603
HOW'MANY OF THE FOLLOWING FIXTURES
RE-PIPED OR NEW
iSINKS SHOWERS
3 LAVATORY 1 WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS / - WASHING MACHINE
FLOOR DRAINS SHOWER PANS
' SEWER / WATER
RE-PIPE (LIST FIXTURES BEING REPIPED)
OTHER
TOTAL FIXTURES: x $3. 50 + $15 .00
MINIMUM PERMIT FEE — $25 . 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR: I. A !�
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 23773 Address: 128-4 SEMINOLE ROAD
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SALTAIR
Est. Value: _ Parcel Number:
Improv. Cost: 135,000.00 OWNER INFORMATION -- ._
Date Issued: 4/03/2002 Name: PETRONI
Total Fees: 3,092.13 Address: 1879 BEACH AVENUE
Amount Paid: 3,092.13 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 4/02/2002 Phone: (904)241-6913
Work Desc: CONSTRUCT NEW SINGLE FAMILY HOME; RADON:2180/SURCHARGE:2646
CONTRACTOR S - � APPLICATION FEES
WINWARD CONSTRUCTION, INC RMW - 863.00
T.11 510.00
, I$ R ItPAr : '��
1,250.00
8150.035
0
Mi E ti
0.55
�; _. k l''':'-'4,0� �` �` " ', 325.00
L ..
.- � 4r: , illll 77‘41,,,,�,'�
4 2 ��M s .tom C30� 4 35.00
� � •� a l� �� y� 11.91
,,�" � ,* t 7 _ ti �. 1.32
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NOTICE. ,..,. 1! T a. � e a� Egr ll AA1 2 �- TION
BUILDING MATERIA 1 " B 7 ? } �' E0 }. 1'•LIC SPACE, AND
MUST BE CLEARED _ E#N '`4xTQR-OR's a
rt a v : : t k , .�
` a �
"FAILURE TO COMP,, T 1 OIS' Ct� N.1.-A i IN THE
PROPERTY OWNER P - 1NG IMP '11 T
ISSUED ACCORDING TO APPRO I;=PLA ; 2'1WFA T' F l L 11x41 D SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE P'",;" M",.
Oper: WITH
. • Date: 4/84/82 81 Receipt•no:f3846913
Total tendered $3892.13
C. Total payment
ATLANTIC BEACH BUILDING DEPT.
1i
f'
THIS INSTRUMENT PREPARED BY:
WATSON&OSBORNE,P.A.
208 Ponte Vedra Park Drive,Suite 101
Ponte Vedra Beach,Florida 32082
RECORD AND RETURN TO:
WATSON&OSBORNE,P.A.
208 Ponte Vedra Park Drive,Suite 101
Ponte Vedra Beach,Florida 32082
NOTICE OF COMMENCEMENT
PERMIT NO TAX FOLIO NO. 170600-0000
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Section 713.13,Florida Statutes,the following information is provided in this Notice of Commencement. This Notice
shall be void and of no force and effect if construction is not commenced within ninety(90) days after recordation.
1. Description of the property:Lot 603,Saltair Section One,according to plat thereof in Plat Book 10, Page 8,of the
current public records of Duval County,Florida.
2. General description of the improvement: single family residence
3. The owner: Gerard Petroni and Reidunn B. Petroni,his wife
Address: 128-4 Seminole Rd,Atlantic Beach,Florida 32233
Phone: Fax
Owner's interest in site of the improvement: Fee Simple
4. Fee Simple Title Holder (if other than Owner):
Name:
Address:
5. Contractor: H & B Developers,Inc.
Address:
Phone: Fax:
6. Surety(if any):
Address:
Phone: Fax:
Amount of Bond: $0.00
A copy of the payment bond (if any) is attached hereto as Exhibit"A".
7. Lender:
Address: ,
Phone: Fax:
8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other
documents may be served as provided by Florida Statute Section 713.13(1)(a)(7):
Name:
Address: ,
Phone: Fax:
9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided
in Section 713.13(1)(b) of the Florida Statutes.
Name: Gerard Petroni
Address:
Phone: Fax:
10. Expiration date of Notice of Commencement: (the expiration date is one(1)year from the date of recording unless
a different date is specified):
The recording of this Notice of Commencement does not constitute a lien,cloud or encumbrance o� n, on the described
real property,but gives constructive notice that claims of lien may be filed un'_ • apter 713 e da Statutes.
G- and Petroni
ke dorm B.Petrom
Pape 1 Form Software by Automated Real Estate Services,Inc. 1400-330-1295
0271034
STATE OF FLORIDA
COUNTY OF ST.JOHNS
The foregoing instrument was acknowledged before me this 15th day of March, 2002 by Gerard Petroni and Reidunn B.
Petroni, his wife. He/She is personally known to me or has produced
as identification. DRIVER'S LICENSE
Notary Public,State and County Afo said
—41 II 19-) al."11■ A _ J�
otary ire ture 4,1� ,Lisa : • (Title or Rank)
* *M'commission fission(x 9M
Notary Printed Signature F> c te.2004 (Serial No.,if any)
Peg*2 Form Sollware by Automated Real Estate Services,Inc. 1-100-330-129S 02T1034
OPP\
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
,
Address ./,L 1 ` �/ ,S rr r .va c t ap• (er05-ct) s7
Date y' 2 - 20
Heated Square Footage .) // 4) @ $ per sq ft = $ 4
Garage/Shed
@ $ per sq ft = $
Carport/Porch /1 /3 @ $ per sq ft = $
Deck .L.91097.___@ $ per sq ft = $
Patio 0 (‘ Oi1` @ $ per sq ft = $
.�"DO6
TOTAL VALUATION: $ 1 3
/35 000 -960 $ v60 .
Total /Valuation 1st $ /d O 000
3.S- en o 0 /O 5— $ .1--
Remaigng Value $ . per thousand
or portion thereof
TOTAL BUILDING FEE $ 5-a S ,
+ 1/2 Filing Fee $ caf3
( I ) Fireplaces @ $15 . 00 $ , / 5
67 p
BUILDING PERMIT FEE $ 6 -3
WATER IMPACT FEE $ 3/0
SEWER IMPACT FEE $ /,`,Z-T(
WATER METER/TAP $ Z•_c-
j—
CAPITAL IMPROVEMENT $ 3 2 5
SEWER TAP $ — d_
VP RADON (HRS) .0050 $ /0. 3 J / 4-4--
SECTION H PAVING ( ) $
HYDRAULIC SHARES $ .-0
CROSS CONNECTION $ /
9.41/4 SURCHARGE . 0050 $ /4 9/ ! x.32
OTHER $
GRAND TOTAL DUE $ 3 0 2 . 1 3
ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank ; Well ; Sign Finish Floor Elevation
Survey ; Other
CALCULATIONS and/or NOTES :
WATER IMPACT FEE WORK SHEET
ADDRESS: `o ( p1/A-,0L l_r &1� /LSE 6J S.F )
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residential 2
1
Bathroom group consisting of water closet, lavatory,
bidet, and bathtub or shower 6 /
Bathtub (with or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory 1
Dishwashing machine, domestic 2
Drinking fountain /j Ct M A txp-:L 1/2 /
Floor drains 2
Kitchen sink, domestic 2
Kitchen sink, domestic with food waste grinder and/or
dishwasher 2 l ,r
Laundry tray (1 or 2 compartments) 2
Lavatory 1
Shower compartment, domestic 2
Sink 2
Urinal 4
Urinal, 1 gallon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, flushometer tank, public or private 4
Water closet, private installation 4 I
Water closet, public installation 6
ITOTAL NUMBER OF UNITS = Jr 5
MULTIPLIED x 20
TOTAL$ C
•
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: /97,-- 7" , O`T/it,0«" AY, (1A-I,E4L)O
rg-0Ai/
[V( 1. Determine Occupancy Classification of the structure. Select occupancy classification 3
which most accurately fits the use of the Building. (Chapter B3)
(✓f 2. Determine actual physical properties of building.
[t,]' a. Determine building area each floor. (Area definition Chapter B2)
[i' b. Determine grade elevation for building. (Grade definition Chapter B2)
[ c. Determine building height in feet above grade. (Height definition Chapter B2)
d. Determine building height in stories. (Story definition Chapter B2)
Yf e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter B2)
t[4. f. Determine percent of exterior openings per floor.
[1/4-1- 3. Determine minimum Type of Construction necessary to accommodate proposed structure. 7i/it-
(Chapter B6)
I►4 a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
[✓4 b. Check allowable height and area increases permitted. (Chapter B5)
VI 4. Check detailed Occupancy requirements. (Chapter B4)
V 5. Check detailed Construction requirements
a. Fire Protection of Structural Members(Chapter B6 &Table B600)
[AV b. Fire Protection Requirements(Chapter B7 and Table B700)
[f c. Means of Egress Requirements(Chapter B10)
[ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
[,-r 6. Review design as related to standards. (Chapters B16-B26)
[ 7. Check other requirements as necessary.
[ ] a. Construction projecting into public property(chapter B32)
[ ] b. Elevators and conveying systems(Chapter B30)
[ ] c. Sprinklers,standpipes and alarm systems (Chapter B9)
d. Use of combustible materials on the interior(Chapter B8)
[r e. Roofs and roof structures (Chapter B15)
[ f. Light,ventilation and sanitation (Chapter B12)
[ ] g. Other
�-2-/ c' CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
( Date , r
By:
Don C. Ford, Building Official - .
don/sb.1
4
#231
.,
,
PLAN REVIEW SUBMITTAL
City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us
Pre-Application Number: SF-2002-16 Date Routed: 03/25/02
Project Name: 1879 Beach Avenue Submittal No. 1
[' Commercial ❑ Multi-Family ® Single-Family ❑ Other
Departments Routed:
- 13 �E 0/4:�► .,�J
® Building (Don Ford 247 58 )
® Planning and Zoning (Sonya Doerr 247-5817)
® Public Works (Bob Kosoy 247-5878)
® Public Utilities (Donna Kaluzniak 247-5834)
® Other
Date Review Comments Due: April 02, 2002
Additional Information: Please enter any comments in the appropriate department
folder. (F:\Development Review Comments\)
If your department has no comment on this submittal, please enter "reviewed, no
comment" by the date comments are due, or it will be assumed your department has no
comment.
RECEIVED
city of Atlantic Beach
catty. of I.;iiinjo,..:Blealtth
a;ii.ding and Zoning 4�l tti? addi oiri®g
CIty of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us
PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS,
ING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION
DATE 2-oZ d -
APPLICANT /77- //�i s %��• o" //
ADDRESS /g79 /3e--0•a• 44 F/ PHONE: , V t- 69/'.Y
ADDRESS WHERE WORK IS TO BE PERFORMED 4_,28'- " �'r�o% Re
LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT
CONTRACTOR .n t� (>1.)ov cf �e PA- o STATE LICENSE NUMBER CC_C' XiZ 62_3
ADDRESS V9 /y./4 f1 PHONE Foy- X13?- y6/ 7
CITY c (-kJ %3c-4. STATE Ft ZIP 32211 FAX gay- 7,1(4'7
•
DESCRIBE PROPOSED USE AND WORK TO BE DONE Co..r/r a CIS • `� �. 117_ /a
PRESENT USE OF LAND OR BUILDING(S)
VALUATION OF PROPOSED CONSTRUCTION /.?;.000
Is this an addition? A/d If yes,what are the dimensions of the added space: feet by feet
Will the added area be heated and cooled? t fe s New electrical or increase in service? fr.,S
New plumbing fixtures? (�.„4 New fireplace? �-c.s New heating/air conditioning? (./-J
Is approval or Homeowner's/Association or other private entity required?/4/G' If yes,please submit with this application.
PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all
information as appropriate.)
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please
contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey is required. (If not required, written verification must be provided with this application.) The
Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834
STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and
four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall,
800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
01/02/02
L.i a i OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
i 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMATION ,_____
LOCATION INFORMATION
!Permit Number: 24176 Address: 128-4 f---s,PMINnI P ROAD
I Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW •
Township: Range: Book:
% Proposed Use: • SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SALTAIR
Est. Value: f Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 5/30/2002 Name: PETRONI
Total Fees: 50.00 Address: 1879 BEACH AVENUE
Amount Paid: 5000 ATLANTIC BEACH. FLORIDA 32233 •Date Paid: 5/30/2002 • .
, 1 i,- - - 7- -.,::• 904)241-6913
::Z,•*-*-44:..-L, - ,,,,,-; )SIDEN
CONTRACTORS -- -.. -
.=-..:.:-. --,-.k . -,:r.r.,:-:-: .-..,-145,-...,- ',-..„. ,:td.:,..F-: ._ ,...$-.--,„ii,,,...,...f -
. -._LATION FEES
ir--,--'1 -- . - . ,..... ...
BROOKS & LIMBAUGH ELEC "'t=.8,-",:c---1: '''''" -:* '''' .-- ' ' '
. ,,,, .,,,, , 50.00
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.... . _
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IOR TO IVSPECTION
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4 ._i' Z)419.Ri<itais-T flgT.BE,PtACED IN PNBLIC SPACE. AND
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"FAILURE TO COMPL -W_,....., -, , ,- vi- ,* , _ 7 ..: 4 .„ T - = ",eu,...:,,, :-.4,19_ r4Fsl4trT IN THF
PROPERTY OWNER PA ' t: 1)- - -14 - r - -Ent 1- • 1 ' -'-- — —
------ '4 -. '' .40 — —_ : _I -- '':ii,i- 7,:i 1—, 1._ 7
ISSUED ACCORDING TO APPROVES 'l;*;.:X''' •' -
,.. ‘ -_ is,...'a pil.ID itilZ:kT t''' ...'' 1.4 A
1.AND SUBJECT TO EVOCATION
[ FOR VIOLATION OF APPLICABLE PRO VI S +11+ 6
'
I -——— -
I
I
1
1
I °per: JLINIER Type: DC Drawer: 1
Date: 5/38/82 81 Receipt no: 61823
14 REMITS-BUILDING 1 Z0.00
ACQTIC B&Hlt,11 )1 EPT. 80198803221880
128-4 SE111110LE RD
Cl CHECKS 15687 $50.88
TT 4k,dfig;-. 5,(imiria) TIpiet: 111::.4%-%
CITY OF ATLANTIC BEACH, FLORIDA
Approved by 1 APPLICATION FOR ELECTRICAL PERMIT
Ge
TO TILE CHIEF ELECTRICAL INSPECTOR: DATE:_ 1r_ Z-•
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACIIED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
dl fs7f
e,e004-5 L-101/0(}671
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN
NAME 4246106-107t0 . J gg>=SS:;/ /004'0
RFD BOX
BLDG. SIZE BETWEEN:
RES.ik APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( I NEW OLD ( I REW. ( )
ADDITION ( ) TRAILER ( 1 TEMP. ( I SIGNS ( ) SO. FT.
SERVICE: NEWp INCREASE ( ) REPAIR ( ► FEE
CONDUCTOR SIZE p200 AMPS 910 COPPER ( ALUM.
SWITCH OR BREAKER v AMPS / PH 3W AY OLT Ste' RACEWAY
EXIST.SERV. SIZE AMPS _ PH W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN _ TOTAL
0.30 AMPS. 31•100 AMPS_
SWITCHES
INCANDESCENT
FLUORESCENT & M. V.
•
FIXED 0.100 AMPS. OVE17
APPLIANCES I BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 II.P. VOLTAGE PHS
MISCELLANEOUS - -
TRANSFORMERS: UNDER 600 V. OVER 600 V. -
NO. KVA NO. KVA
NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
TOTAL FEES
I
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 24141 Address: 128-4 SEMINOLE ROAD
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s): Block: Section:
Square Feet: Subdivision: SALTAIR
Est. Value: Parcel Number:
Improv. Cost: OWNER INFORMATION f
Date Issued: 5/23/2002 Name: PETRONI
Total Fees: 47.00 - Address: 1879 BEACH AVENUE
Amount Paid: 47.00 A ATLANTIC BEACH, FLORIDA 32233
Date Paid: 5/23/2002 ='" k IA'= Phone: .--(904)241-6913
Work Desc: INSTALL HVAt * ' -
CONTRACTOR'S 1 ,` -- APPLICATION FEES
DONOVAN HEATING AND AIR -7'" PERMIT '' = 47.00
.fig 4,... °+r \
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{InspectionsRequire ,,.2— , —
‘ t''''' ):::A-
s
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1‘. „-:-‘` !,.
,/'
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS�PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED,IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULEDAWAY,BY EITHER CONTRACTOR OR OWNER �'
"FAILURE TO COMPLY WITHyTHE CONSTRUCTION LIEN`LAW CANRESULT IN THE
PROPERTY OWNER PAYING TWIef'FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH AK ART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Oper: DSIITI Type: OC Br ac: 1
Date: 5/23/62 01 Receipt no: 61324
C 14 PERIITS-DMILDIIG 1 sl7.N
1i11111071TS-
i
ATLANTIC BEACH ILDING T. HOLE RD 9�t 547.N
ffDt date: 5/23/ Tian: 1?:3l;lg
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH,FLORIDA 3123
APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER
IMPORTANT—Applicant to complete all items in sections I, II, III, and IV.
I. i ZS.- 14 , ,i'VIMt is Foust
LOCATION Street Addf.u: _J,,� I ,�^—f, ('�
OF Intersecting Sheets: B•tw••n q 1 l 4.4 ,LI ( R I te/ , And
BUILDING
Sub-division
II. IDENTIFICATION —To be completed by all applicants
In consideration of permit given for doing the work as described in the above statement w• hereby agree to perform said work In accord•nt•
with the •ttechpd plans and specifications which •re • put hereof and in accordance with the City of Jacksonville ordinance, and standards
of good.practice listed therein.
•Name.f M(chaale•1 • jNbVA t\) HT P�I`2 Mestractors (A( 7 )
Ceshsatef Iris} WI I l^ n,,
Name of V1( �gv1 6 4 &k1—h`,YI
Property Owner
Slgs•tera ee Owner // ,• Signature of
er Aalherhed Agent (/ , Architect or Engineer
III. GENERAL INFORMATION
A. Type of bating fuel: B.
IS OTHER CONSTRUCTION BEING DONE,ON
J6.etdc THIS BUILDING OR SITE 7 t,3
❑ 6u—❑ U ❑ Natural ❑ C.ntr.l Utility
IF YES, GIVE NUMBER OF CONSTRUCTION X/^3 , ,i
❑ Oil PERMIT
❑ Other—Specify
IV. MIIGMNICAL VQUIPMINT TO III INSTALLED NATURE OF WORK ( S
(Provide complete list of components en back of this form( rrr0 Residential or ❑ Commercial II
�,0• Hest ❑ Specs ❑ Recessed Central ❑ Roos yp New Building
tIf Air Conditioning: ❑ R�oer,ny{�C.tr.I 77 /❑` Exleting Building 1
(�k Owct System: M.t.ri.L 1Mt 1 k )i kC'yhide.as 1 /7 ,,,.❑,,.,,,///Replacement of existing system
/\ 2-v l,d� New Installation(No system previously Installed) ( i"5 J7R 5
Maximum capacity cf.m. / CJ LJ�J
n Hon ❑ Extension or add-on to existing system
❑ b/ripe
❑ Cooling tower: Capacity 24:1". 0 Other—Specify
❑ fire sprinklers: Number of heeds
❑ H•vster ❑ Menliff ❑ 6ul.tor (number(
THIS SPACE POR OFFICE USA ONLY
❑ 6.solin•pomp, (number( (Re..l.ed)
A Tank. (number) R.merks
❑ LPG owtfei ern (number)
❑ Unfired presser.Wesel
❑
Bailers
Approved by 0.1.
❑ o ,.r—'Specify Permit Fee
LIST ALL EQUIPMENT
AA CONDITIONING AND REFRIGERATION EQUIPMENT
NumberUnita D.BOrlpUoes Model Number Manufacturer C(Cittl' AZ=ng
• HEATING - FURNACES, BOILERS, FIREPLACES Caput A�pEO -�
Number Unite Description Model Number Manufacturer (>i2V �► a
( h(A I V 1 a (QV '(7aVVI -L Co LeMvLNI --,16 n cc , I b —
TANKS
How Many Nominal Capacity Typ•Ilgutd Name of Serial Apl��i
and Dtmmssioaa Contained Manufacturer No. Jk�ency
911_
CITY OF
■
> • , eac i— 1014 d
PA I ' Office of Building Official
R=0 UEST FOR INSPECTION
Mt �; • 31
Date Permit No.
Time c� ' A.M.
Receiv-J PL ,�(/V/�J�M.I'0 ^ /I
IJob Address Locality
Owner's 4^ V"
V � Contractor I va vd C5
Name l
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑
Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
��� READY FOR INSPECTION OP
■
Mon. si Wed. Thurs. Friday
■ b\-btk.0 A.M.
Inspection Made P.M.
1 A,( Final Inspection ❑
Inspector �/ ) Certificate of Occupancy ❑
Date