HomeMy WebLinkAbout94-4018
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BUILDING PERMIT
Property Owner:
Job Address:
Parcell.D. #
,/ ~
a;~L
CiTY OF ZEPHYRHILLS
(813) 788-6611
-
!oS
~
Permit N~
_ 4018~
5-t,- <11
Date
Sewer Conn-t:2 ~f'-
-
Wa r Conn: $.5V
Meter: / ~5' ~ 1&5'
,'s: ~mrr 7=1U!.!.$-.
Zoning:
Description of Work
NO OCCUPANCY BEFORE C.O.
-I
DATE
/ -I 6~ ?.\ -
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordart:'e with City Codes and Ordinances.
DATE
Valuation or _ d... a _ o~
Contract Pric~ 7''''; I t:l77'
City License Registration # /<2 /
State Certified License# ~81/J :2.::2..g9
Tp. Servo SLB C:7.l.2:-14 -b,LI-
Rough Inq'-dQ-614 Mr- Tub Set q-~q-~~B,LL
Meter Can / S 6- 9J./~s.- Water
Canst. Pole /F J<1...CfJffn& Sewer I/)-h-'iq. tslw
Pool Final
Pre-Meter fl,2..11..J If it F.cJr
Final
~~ ~ 5...i-S \ . 91.\ 13~
Breakers '
Ducts Insl. Cf-~-q4 ~ot-
Compressor
Final
Ftr. .I):~ \ -q'i eh 10
Pre SLB 11.~dJ~f3",u
Lintel 7-1$.. 1 .~
FRM. q.-8o-tf4
Insul. CL
WL q.3o-Cf4 t:!:-
~ "b.,2~'f /L-L.
Driveway \O-\4..QY B&.Q.
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
?J a ;0-1 1-/~-9-s-
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
Stephens Home
WIND LOAD ANALYSIS
for:
G. L. Steve Construction
by:
Catalano Engineering, Inc.
4/6/94
Page 1
j
I.) Location: Pasco County, Florida
II.) Design wind velocity:
100 (mph)
III.) Construction:
I-story
Fiberglass shingles
1/2" CD plywood roof sheathing
Wood trusses
Hip Roof*
8" Masonry Block
Slab on Grade, (4")
* Ceiling diaphragm not required
Stephens Home
IV.) Geometry
Height of ridge (ft.): 25.0
Mean roof Height = 17.0 ft
Height of eave (ft.): 9.0
Building Length (ft): 76.7
Building Width (ft.): 71.0
Roof pitch ("per ft. hz. 6.0
Roof overhang (ft): 2.0
Longitudinal exposure 1980.8 sf
Transverse exposure = 1239 sf
Plan area under roof = 4167 sf
N on-Rectangular
Page 2
V.) Horizontal pressure: P = Pv{GCp)(I)
Stephens Home
Use Factor ( I ) = 1.0
Velocity Pressure (Pv) :
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
Height(ft) 'Pv(pst)
0-15 21.0
20 23.0
40 28.0
60 3 1.0
.'... .".
Transverse Parallel Location
1 0.80 N/A Sidewall
2 -0.75 -1. 00 Roof
3 -0.75 -0.65 Roof
4 -0.70 N/A Sidewall
5 N/A 0.65 Endwall
6 N/A -0.55 Endwall
Height (ft) Pressure (pst)
0-15 31.5
15-20 34.5
20-40 42.0
40-60 46.5
Height (ft) . ...', Pressure (pst)
0-15 25.2
15-20 27.6
20-40 33.6
40-60 37.2
Therefore ;
"Transverse pressure governs horizontal design"
Page 3
.
VI.) Uplift pressure (U):
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
U=Pv(GCp)(I)
Stephens Home
.j::::j::,:::::'::Iti,!i::::::j'j:::j'j: ':I..~: j:::j:Paiallwr:,: ,::ll,1l~nq"::
............................ .
........................... .
1 O. 80 N/A Sidewall
2 -0. 75 - 1 00 Roof
3 -0. 75 -0 65 Roof
4 -0. 70 N/A Sidewall
5 N/A O. 65 Endwall
6 N/A -0. 5 5 Endwall
Height(ft ) Pressure. (pst) .'..
0-15 -15.8
15-20 -17.3
20-40 -21.0
40-60 -23.3
Height( ft) Pressure (pst)
0-15 -21.0
15-20 -23.0
20-40 -28.0
40-60 -31.0
Therefore ;
"Longitudinal pressure governs uplift design"
Page 4
~
~ y 141
VII.) Net Uplift
Stephens Home
Roof Deadloads:
(SBC Appendix A)
Elemenf >,,'. . . . ...... 'i Weight (psf)
..... .." i
Covering Fiberglass Shingles 2.0
Sheathing 1/2" CD Plywood 1.6
Framing Wood Trusses@24" o.c. 6.0
Ceiling 1/2" Gypsum 2.2
Total Roof Load =
11.8
psf
.'.. ...- ..... . UpliftPressure(psf) .......... .... .... ) Net Uplift(psf)
HeighF(fl) >>RoofLoad (pst)
0- 1 5 -2 1 .0 1 1 .8 -9.2
1 5-20 -23 .0 1 1 .8 -1 1 .2
20-40 -28.0 1 1 .8 -1 6.2
40-60 -3 1 .0 1 1 .8 - 19.2
VIII.) Hold-down at truss connection:
Maximum truss length
75 (ft), Assumes Building Width + 2 x overhang
Truss spacing (ft) =
2 ft
Height(ft) ontributingarea (sf ' Net Uplift (pst) **Uplift perbrg.{lbs)
0-15 150.0 -9.2 -690.0
15-20 150.0 -11.2 -840.0
20-40 150.0 -16.2 -1215.0
40-60 150.0 -19.2 -1440.0 1\
J /
** Specify hold-down accordingly, FS 'built in' to Mfr's tables. /~
Page 5
\
44
~
IX.) Overall Moment Stability (Overturning):
Resisting Moment: W(1)
Dead loads above slab:
Roof area:
Dead Weight:
T otal Weight =
Exterior Walls:
Wall height:
Unit weight:
Stephens Home
4167.0 sf
11.8 psf
49170.6 lbs
(Neglect overhang; conservative)
49170.6
260.0 If
10.0 ft
45.0 psf( SBC Appendix A)
Total Weight = 117000.0 lbs
Interior Walls:
Wall height:
Unit weight:
T otal Weight =
Total Resisting Dead Load (yV) :
Dead Load Moment Arm ( I ) :
Resisting Moment (RM) =
Overturning Moment:
U rft
117000.0
172.3 If
1 0.0 ft (Interior wall height varies; conservative.)
8.0 psf( SBC Appendix A)
13786.4 lbs
Total Resisting Dead Load =
13786.4
179957.0 lbs
179957.0 lbs
35.5 ft, Width / 2
6388.5 ft-kips
U(1) + P(h)
Jpll
< Height: 0-15..\<. 15-20 20-40 40-60
........". '..',
Roof area: 4167.0 4167.0 4167.0 4167.0
Gross Uplift : -21.0 -23.0 -28.0 -31.0
Total Uplift (U) = -87507.0 -95841.0 -116676.0 -129177.0
Moment Arm (1) : 35.5 35.5 35.5 35.5
Uplift Moment = -3106.5 -3402.4 -4142.0 -4585.8
Horizontal Pressure:
sf
psf
lbs
ft
ft-kips
Height: 0-15 15-20 20-40 40-60
Pressure: 31.5 34.5 42.0 46.5
Contrib. Height: 15.0 5.0 5.0. -15.0
Total hz. Pressure = 472.5 172.5 210.0 0.0
Moment Arm (1) : 7.5 17.5 22.5 32.5
Unit Pres. Moment= 3.5 3.0 4.7 0.0
Hz. Pres. Moment = 271.7 23 1.4 362.3 0.0
sf
If
lbs/lf
ft
ft-kips/lf
ft-kips (x bldg. 19t
Page 6
Stephens Home
Height: 0-15 15-20 20-40 40-60
Resisting Moment: 6388.5 6388.5 6388.5 6388.5
x 2/3 = 4259.0 4259.0 4259.0 4259.0
Uplift Moment: -3106.5 -3402.4 -4142.0 -4585.8
Hz. Pres. Moment: -271.7 -231.4 -362.3 0.0
Overturning MInt. = -3378.2 -3633.8 -4504.3 -4585.8
Note: If OM < 2/3 RM, hold-downs are not required.
Required tie-down force (T):
(Factor of Safety 'built in' to Mfr's tables.)
Therefore : T x b + RM > or = OM.
where, b= building width.
T = (OM-RM) / b
Height: 0..15 15-20 20-40 40-60
Tie-Down ( T ) = -42398 -38798 -26538 -25390
lbs
** Specify tie-down accordingly, FS 'built in' to Mfr's tables.
Page 7
~\u~~
, x.) Shear:
Stephens Home
15-20
172.5
20.-40
210.0
40~60
0.0
, Total
713.3 pvlf
0.0 27342.4 lbs
Total shear transferred to sidewall = 27342.4 lbs
Unit Shear:
v=R/b
Unit Shear (v) =1
0.01 385.11plf
113.41
93.11
178.61
Unit Shear at Midheight walls (VI): (Design case)
Total width of openings at mid-height wall:
ft
13
Length of wall available to resist shear =
ft
58
Unit Shear @ Midheight ( VI ) =
Select structural element to resist VI from SBC tables ie. 1710.2B
Shear capacity of structural element: 1050 plf
(Masonry, Fv=35psi x 2(1.25si x 12")/ft =1050 pIt)
Required length of transverse shearwall = ~ ft
Required length if non-continuous = ~ ft
Longitudinal shear:
Height: 0-15 15-20 20-40 40-60 Total
Pressure: 25.2 27.6 33.6 37.2
Contributing Height: 10.5 5.0 5.0 -15.0
Unit Hz. Pressure = 264.6 138.0 168.0 0.0
Reaction (R) = 9393.3 4899.0 5964.0 0.0 20256.3
Unit shear (v=R/l) = 122.5 63.9 77.8 . 0.0 264.2
Tot. opngs. (i4 mid ht 36.0 36.0 36.0 36.0 36.0
Unit Shear ( VI) = 231.0 120.5 146.6 0.0 498.1
Required length of longitudinal shearwall =~ft
Required length if non-continuous = ~ ft
Page 8
Ibs
ft
. .XI.) Summary:
Stephens Home
Describe the following:
I.) Truss fasteners.
Uplift per Truss = -840.0 lbs
Hughes DTC with 13 - 8d x 1-1/2" nail fasteners, ea. truss connection, (1365 lbs. cap. ea.)
2.) Hold-Downs at 2nd floor.
IN/A
3.) Hold-Downs at foundation.
Vertical rebar tied to footing dowels within filled cells.
4.) Shearwall element.
Wood Frame: N/A
Panel Grade
Thickness
Nail size
Edge Spacing
Type CMU Wall thickness Rake Joints? Filled Cell Spacing
8" nominal 1.25" no At shearwall ends, corners,
and openings> 6'
Masonry: N/A
5.) Other:
Page 9
VALUATION:
SQ. FT. LIVING:
COST/FT:
G.L. Steve
6300 Brentwood
$95,277.00
PERMIT FEES
BUILDING:
PLUMBING:
ELECTRICAL:
MECHANICAL:
SUB-TOTAL:
CREDIT:
TOTAL:
2,060
$35.00
SQ. FT. OTHER:
2,107
COST/FT:
$11.00
CONNECTION FEES
SEWER:
WATER:
METER:
TOTAL:
VALUATION
$95,277.00
DRIVEWAY
$20.00
ADDRESS
$20.00
FEE SHEET
$449.00
SQ. FT. UNDER ROOF
RADON GAS
4,167
$41.67
TRAFFIC IMPACT FEES
99%
1 %
$0.00
$0.00
$0.00
713.50
65.00
75.50
35.00
$889.00
80.00
$809.00
1,278.00
350.00
165.00
$1,793.00
GRAND TOTAL: $2,643.67
"I;n I I r I r;;u I U .
SMITH, CATTLE AND GROVE, INC.
"A"
Delta: 25.32'05" (P)
Radius: 291.10' (P)
Are: 130.00' (P)
Chor.clLlZS , 9'3 ' " ,( P) ,.
"B"
N.OS.O
2S.9S'
LOT
~(.
/
,'(4vJ
~
~. O.f' ~ ~--;'.
slf pave /,-/;:;;i/I/~
e5' A5f"" --::;;0 (.)
~ 1'11I00
~ - 1::lf<~tJ ,
t:: __ CJ
-'t;
. . , I
I (~,"r .....,.....~ ~
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I ! ~ ~ I.: I
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l~;~ I
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ty8" e. (. R. - 4GGt.
roUnd ~e"
C.1.1'f'. .~
20'
30'
, \,
\,
Lor
:?Je.
.... f5' (.
round 1''.(4''
Cone. Mon.
(no nUI'h~r)
PREPARED FOR:
-,-I
SMITH, CATTLE AND GROVE, INC.
~
~-'"
REVISIONS
Department of Community Affairs
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 }eSidential Whole Building Performance Method A
PROJECT NAME: ;t!- .___~~~ ~ BUILDER: G. L. STEVE CONSTRUCTION
AND ADDRESS: 6.::?~~~'/~~eI PERMITTING~/7Y of CLIMATE v(
ZEPHYRH1LLS, FLA. 33 OFFICE: ZEPHYRHILLS ZONE: 41_1 51_1 61_1
OWNER: STEPHENS PERMIT NO. f{}/{J~ JURISDICTION NO. 6//6" 0
CK
1. New construction or addition
2. Single family detached or Multifamily attached
3. If MUltifamily-No. of units
4. If Multifamily, is this a worst case (yes/no)
5. Conditioned floor area (sq.ft.)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value)
b. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value)
12.Air distribution systems
a. Ducts (Insulation + Location)
13.Cooling system
14.Heating System:
15.Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent,
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points)
a. Total As-Built points
b. Total Base points
SN: 2165
CENTRAL
New Construction
Single-Family
o
1.
2.
3.
4.
5. 2206.00
6. 2.00
7. 8.00
Single Pane
8a. O.Osqft
8b.253.2sqft
Double Pane
O.Oosqft
O.OOsqft
9a.R= 0.00 , 213.00 ft
10a-1 R= 5.00, 1196.78sqft____
10b-2 R=13.00, 642.20sqft____
11a.R=22.00 , 2206.00sqft____
12a. R= 6.00, uncond
13. Type: Central A/C
SEER: 9.70
14. Type: Heat Pump
HSPF: 6.60
15. Type: Electric
EF: 0.87
16.
17.
18.
2
19.
19a.
19b.
84.70
34570.34
40813.02
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida En~~ .
PREPARED BY .~)
DATE:~ ~ '-
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with section
553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
BUILDING OFFICIAL:~~",o~D.
DATE: ..s- -2. -~
Department of Community Affairs
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Residential Whole Building Performance Method A
BUILDER: G.L. STEVE CONSTRUCTION
PERMITTING CLIMATE
ZEPHYRHILLS, FLA. 33 OFFICE: ZEPHYRHILLS ZONE: 41_1 51_1 61_1
STEPHENS PERMIT NO. JURISDICTION NO.
FORM 600A-93
PROJECT NAME:
AND ADDRESS:
OWNER:
1. New construction or addition
2. Single family detached or Multifamily attached
3. If MUltifamily-No. of units
4. If Multifamily, is this a worst case (yes/no)
5. Conditioned floor area (sq.ft.)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value)
b. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value)
12.Air distribution systems
a. Ducts (Insulation + Location)
13.Cooling system
14.Heating System:
15.Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3
18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent,
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points)
a. Total As-Built points
b. Total Base points
SN: 2165
CENTRAL
CK
New Construction
Single-Family
o
1.
2.
3.
4.
5. 2206.00
6. 2.00
7. 8.00
single Pane
8a. O.Osqft
8b.253.2sqft
Double Pane
O.OOsqft
O.OOsqft
9a.R= 0.00 , 213.00 ft
10a-1 R= 5.00, 1196.78sqft____
10b-2 R=13.00, 642.20sqft____
11a.R=22.00 , 2206.00sqft____
12a. R= 6.00, uncond
13. Type: Central A/C
SEER: 9.70
14. Type: Heat Pump
HSPF: 6.60
15. Type: Electric
EF: 0.87
16.
17.
18.
2
19.
19a.
19b.
84.70
34570.34
40813.02
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Ene~-.
PREPARED BY:', - . ~
DATE: Lt- 7 p-q.-...r
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
BUILDING OFFICIAL:f,~-:L ,
DATE: _~ -?-- C?'
*******************************************************************************
SUMMER CALCULATIONS
*******************************************************************************
--- BASE --- --- AS-BUILT ---
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
~~i;--~;~-~-;~~;-:- POINTS I
TYPE
SC ORIEN AREA x SPM x SOF = POINTS
N
85.23
7005.9
-------------------------------------------------------------------------------
82.2
E
4636.1
56.40
82.2
SW
W
19.52
78.08
1604.5
6418.2
82.2
82.2
NW
13.99
1150.0
-------------------------------------------------------------------------------
82.2
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
N
N
N
N
N
E
E
E
E
SW
W
W
W
W
NW
16.2
15.0
15.0
19.5
19.5
16.2
16.2
14.2
9.9
19.5
19.5
19.5
19.5
19.5
14.0
.15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS =
AREA AREA FACTOR POINTS
51.5
51.5
51.5
51.5
51.5
107.1
107.1
107.1
107.1
110.3
107.1
107.1
107.1
107.1
76.6
ADJ GLASS
POINTS
.85
.88
.88
.69
.69
.82
.82
.71
.71
.58
.52
.52
.67
.67
.58
709.6
678.9
678.9
693.6
693.6
1416.5
1416.5
1077.5
750.3
1250.1
1087.1
1087.1
1392.8
1392.8
621. 5
GLASS
POINTS
.15
253.22
-------------------------------------------------------------------------------
14,947.10
2,206.00
1.307
20,814.69
27,199.98 I
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
NON GLASS------------ I
AREA x BSPM = POINTS TYPE
R-VALUE
AREA x SPM = POINTS
-------------------------------------------------------------------------------
WALLS----------------
Ext 1196.8 1.0 1196.8 Ext NormWtBlock In 5.0 1196.8 1.00 1196.8
Adj 642.2 .7 449.5 Adj Wood Frame 13.0 642.2 .60 385.3
DOORS----------------
Ext 20.0 4.8 96.0 Ext Wood 20.0 7.20 144.0
Adj 17.8 1.6 28.5 Adj Wood 17.8 2.40 42.7
CEILINGS-------------
UA 2206.0 .6 1323.6 Under Attic 22.0 2206.0 .90 1985.4
FLOORS---------------
SIb 213.0 -31.8 -6773.4 Slab-on-Grade .0 213.0 -31.90 -6794.7
INFILTRATION---------
2206.0 10.9 24045.4 Practice #2 2206.0 10.90 24045.4
===============================================================================
TOTAL SUMMER POINTS I
47,566.38
===============================================================================
35,952.02
TOTAL x
SUM PTS
SYSTEM =
MULT
COOLING I TOTAL
POINTS COMPON
x CAP x DUCT x SYSTEM x CREDIT = COOLING
RATIO MULT MULT MULT POINTS
47,566.38
.37
17,599.56 I 35,952.02 1.00 1.100
.352
1.000 13,920.62
===============================================================================
*******************************************************************************
WINTER CALCULATIONS
*******************************************************************************
--- BASE ---
--- AS-BUILT ---
===============================================================================
~~~i~--~;~-~-;;;;-:- POINTS I
TYPE
SC ORIEN AREA x WPM x WOF = POINTS
N
-289.8
-------------------------------------------------------------------------------
85.23
-3.4
E
56.40
-3.4
-191. 8
SW
W
19.52
78.08
-3.4
-3.4
-66.4
-265.5
NW
13.99
-3.4
-47.6
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
SGL TINT
N
N
N
N
N
E
E
E
E
SW
W
W
W
W
NW
16.2
15.0
15.0
19.5
19.5
16.2
16.2
14.2
9.9
19.5
19.5
19.5
19.5
19.5
14.0
.15 x CONDo FLOOR / TOTAL GLASS = ADJ. x GLASS =
AREA AREA FACTOR POINTS
.15
2,206.00
253.22
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
1,238.73
1.307
NON GLASS------------ I
AREA x BWPM = POINTS TYPE
-860.95
R-VALUE
9.6
9.6
9.6
9.6
9.6
-2.0
-2.0
-2.0
-2.0
-9.7
-2.0
-2.0
-2.0
-2.0
7.3
ADJ GLASS
POINTS
-1,125.06 I
1.09
1.07
1.07
1.20
1.20
.01
.01
-.59
-.59
.46
-2.03
-2.03
-.88
-.88
1.39
169.3
154.6
154.6
224.9
224.9
-.2
-.2
16.7
11.7
-86.3
79.3
79.3
34.2
34.2
142.0
GLASS
POINTS
AREA x WPM = POINTS
WALLS----------------
Ext 1196.8 1.1 1316.5 Ext NormWtBlock In 5.0 1196.8 2.90 3470.7
Adj 642.2 1.8 1156.0 Adj Wood Frame 13.0 642.2 1.60 1027.5
DOORS----------------
Ext 20.0 5.1 102.0 Ext Wood 20.0 7.60 152.0
Adj 17.8 4.0 71.2 Adj Wood 17.8 5.90 105.0
CEILINGS-------------
UA 2206.0 .6 1323.6 Under Attic 22.0 2206.0 .90 1985.4
FLOORS---------------
SIb 213.0 -1.9 -404.7 Slab-on-Grade .0 213.0 2.50 532.5
INFILTRATION---------
2206.0 4.1 9044.6 Practice #2 2206.0 4.10 9044.6
===============================================================================
TOTAL WINTER POINTS I
11,484.06
===============================================================================
17,556.43
TOTAL x
WIN PTS
SYSTEM =
MULT
HEATING I TOTAL
POINTS COMPON
x CAP x DUCT x SYSTEM x CREDIT = HEATING
RATIO MULT MULT MULT POINTS
11,484.06 1.10
12,632.46 I 17,556.43 1.00 1.100
.515
1.000
===============================================================================
9,945.72
*******************************************************************************
WATER HEATING
*******************************************************************************
=== BASE ===
=== AS-BUILT ===
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
NUM OF
BEDRMS
x
MULT
=
TOTAL
I TANK VOLUME
EF
TANK
RATIO
x MULT x CREDIT
MULT
= TOTAL
-------------------------------------------------------------------------------
3
3527.0
10,581.00 I
80
.87
1.000 3568.0 1.00 10,704.00
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
*******************************************************************************
SUMMARY
*******************************************************************************
=== BASE ===
=== AS-BUILT ===
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
COOLING
POINTS
+
HEATING
POINTS
HOT WATER
+ POINTS =
TOTAL I COOLING
POINTS POINTS +
HEATING
POINTS
HOT WATER
+ POINTS =
TOTAL
POINTS
-------------------------------------------------------------------------------
17599.6
12632.5 10581.0 40,813.02 I
13920.6
9945.7 10704.0 34,570.34
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
*****************
* EPI = 84.70 *
*****************
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for
DCA Form 600A-93
or Form 600B-93
EPI= 84.7
o 10 20 30 40 50 60 70 80 90 100
I---------------------------------x-------I
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM
HOME VALUE
Low Efficiency
High Efficiency
WINDOWS..................... single Tint
SINGL CLR DBL TINT
I------x--------------I
INSULATION. . . . . . . . . . . . . . . . . .
Ceiling
R-Value......... 22.0
R-10 R-30
I------------x--------I
R-O R-7
I--------------x------I
R-O R-19
Ix--------------------I
Wall
R-Value......... 5.0
Floor
R-Value......... 0.0
AIR CONDITIONER.............
SEER. . . . . . . . . . . . . . . . . . . . . . 9 . 7
10.0 SEER 17.0
Ix--------------------I
HEATING SySTEM..............
Electric HSPF............ 6.6
6.8 HSPF 12.0
Ix--------------------I
WATER HEATER................
Solar EF..............
0.88 0.96
Ix--------------------I
0.54 0.90
1---------------------1
0.40 0.80
1---------------------1
Electric EF.............. 0.87
Gas EF.............. 0.00
OTHER FEATURES..............
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Address:
Builder
Signature:
Date:
City/Zip
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs
FL-EPL CARD93
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for
DCA Form 600A-93
or Form 600B-93
EPI= 84.7
o 10 20 30 40 50 60 70 80 90 100
I---------------------------------x-------I
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM
HOME VALUE
Low Efficiency
High Efficiency
WINDOWS..................... Single Tint
SINGL CLR DBL TINT
I------x--------------I
INSULATION. . . . . . . . . . . . . . . . . .
ceiling
R-Value......... 22.0
R-I0 R-30
I------------x--------I
R-O R-7
I--------------x------I
R-O R-19
Ix--------------------I
Wall
R-Value......... 5.0
Floor
R-Value......... 0.0
AIR CONDITIONER.............
SEER. . . . . . . . . . . . . . . . . . . . . . 9 . 7
10.0 SEER 17.0
Ix--------------------I
HEATING SySTEM..............
Electric HSPF............ 6.6
6.8 HSPF 12.0
Ix--------------------I
WATER HEATER................
Electric EF.............. 0.87
0.88 0.96
Ix--------------------I
0.54 0.90
1---------------------1
0.40 0.80
1---------------------1
Gas EF.............. 0.00
Solar EF..............
OTHER FEATURES..............
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Signature:
Date:
Address:
City/Zip
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs
FL-EPL CARD93
'\
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
APPLICANT
G.L. STEVE CONSTRUCTION
ADDRESS
37746 GLADES LN.
PHONE
(813) 782-9442
OWNER
Robert E. and Joyce H. Steohens
JOB LOCATION 6300 Brentwood Drive
LOT SIZE/SJ'x ItO AREA SQ.FT.
LEGAL DESCRIPTION: LOT(S) 93, Phase I BLOCK
SUBDIVISION
Silver Oaks
PARCEL I.D.#
.:J -,;2ft, ~ .2 / - /.;l- () - 93
WORK PROPOSED:~New Construction ----Addition ----Alteration ----Repair ____Install
____Sign/Temp.
____S ign
_Move
-.-Demolish
PROPOSED USE: ~Single Family
-lI/F
_4~ of Units
----1f/H
____Commercial
_Indust.
_Swim. Pool
Other
----Restaurant & Health Department Approval
BlJ,ILDING SIZE: '1/
x 7f!/d:?.l(
41b 7
Square Feet,
fJ. CA-r-J f.~l>f
n' Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.**
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.**
**COPY OF CONTRACT REQUIRED.
~BUILDING
-2-ELECTRICAL
-2.JtECHANICAL
PERMITS REOUESTED
$ J40)cw. C<.? Valuation of Total Construction
~C) AMP Service )< Florida Power Corp. _____W.R.E.C.
$ 3act).. 0'> Valuation of Mechanical Installation
~PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ~Block _Frame _Steel
FINISHED FLOOR ELEVATIONS:~ FT.
Other
******************************************
CONTRACTOR SECTION
BUTT.DER ~ Company G.1,. STEVE C,ONSTRUC,TTON
! '~ State Cert. or Regist. # c'R-c'02239
Signa ture - - . . _ _ u _ uW....U;;--... Ci ty Lie ense Reg is t ra <ion 41 181
. ********* **************************
ET.ECTRTC1AN RICHARD DUFFIELD Company ''Z.-\..\.\~'''l. ~Lac.~. ~al\..\oJ.
...... .~ ~~ State Cert. or Regist. 4~ c..)Oc,,;'.)..,l c.~
Sirznaturp~~ ~ J City License Registration 4~ L n
****************************************
PLl~RER CHRISTOPHER S. BAHR Company ~ .
7 j _~ ~./ () -Ai / State Cert. or Regist. 4~
Signature C,/l/7~ ~. ~ City License Registration
*********************~********************
MECHANICAl. KEVIN BAHR
Signature % -L,4A..-.
,
Company 6'AH,( ~ /'S>~A~ t.. ~~.5 l "fl
State Cert. or Regist. 4~ ("Alec"..?., 1/8
City License Registration 4~ ?y
******************************************
...r ~~
----
Company GAVIN ROOFING
State Cert. or Regist. #
City License Registration #
Signature
RICK GAVIN
45P~
~()
OTHER
******************************************
APPLICATION
"ROVED BY
PERMIT OFFICER.
---
CONDITIONS OF PERMIT AFFIDAVIT
A. ' NOTICE OF DEED RESTRICTIONS
The undersigned understands that this peraitaay be subject to "deed restrictions" which lay be .ore restrictive than Ci~~
regulations. The undersigned ass utes responsibility for cOlpliance with any applicable deed restrictions. '
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited for a lisde.eanor violation under ,state law. If the owner or intended contractor are uncertain as to "hat licensing
requireaents lay apply for the intended work, they are advised to contact the City of 2ephyrhills Building Departlent, (813)
788-6611.
Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor 15) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien La" - HOleowner's Protection
Guide" prepared by the Florida Departlent of Agriculture and Consuler Affairs. If the applicant is sOleone other than the
"owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the
.owner. prior to cOI.enceaent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforaalion in this application is accurate and that all work will be done in coapliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby aade to obtain a perait to do work and installation as indicated. I certify that no work Dr
installation has cOlaenced prior to issuance of a perlit and that all work Mill be perforled to .eet standards of all laws
regulating construction, City codes, zoning regulations, and land developaent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governlental agencies .ay apply to the intended work, and that it is
IY responsibility to identify what actions I aust take to be in co.pliance, Such agencies include but are not lilited to:
f Departlent of Environlental Reoulation - Cypress Bayheads, Metland Areas and Environ.entally Sensitive Lands,
Yater/Wastewater Treat.ent
f Southwest Florida Water "anaoelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Enoineers - Seawalls, Docks, Navigable Waterways
f Departlent of Health' Rehabilitative Services. Environlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US Environ.ental Protection Agency - Asbestos abateaent
I also certify that, if fill laterial is to be used in Flood Zone "A" or .A,etc.", it is understood that a drainage plan
addressing a "colpensating volule" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perait issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, Dr
set aside any provisions of the technical codes, nor shall issuance of a perait prevent the Building Official frol thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every per.it issued shall becole invalid
unless the Mork authorized by such perait is cOlaenced within six lonths of issuance, or if work authorized by the per.it is
suspended or abandoned for a period of six .onths after the tile the work is cOllenced. One 90 day extension of ti.e, .ay be
allowed for the perlit with fee charge of tI5.00. The extension shall be requested in writing to the Building Official. An
approved inspection aust be logged during each six lonth period, or the project "ill be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COKKENCEKENT "AY RESULT IN YOUR PAYING TWICE FOR IKPROVEKENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COKKENCE"ENT. JOBS UNDER $2,500 IN VAlUE DO NOT NEED TO RECORD AND POST A .NOTICE OF COKKENCEKENT".
~~~
SIGNATURE: OWNER OR AGEN
~ V;icoLuu /G.L_~7D/e (!o;uS1-
SIGNATURE: CON ACTOR '
STATE OF FLOR~~
COUNTY OF jt-7fS(? c)
The foregoing instrume~t~ ~/~Wledged
before me this ,~..s~ f ,19 by
'7 / J.- - f
Ie '::> D.e f-' / ~ ~.. -f.'fl A ~"'nS'
who is pe~nally kno~ to/me or who has
produced f (' y- y cn-- C\.-k-t ~ lC'V-.v~
as identification and'wh dId/dId not
~n O,9jh,-~:;7 A
I'--...I<:J>L-~J ~C-( C~3dd
(S!.gna.ture) ," /] I. " .
,j vL cL (> r'<.=LC e () (::., D .L/
(Name T ped, Printed or Stamped)
NOTARY PUBLIC \')T.'i1Y pur;L'::. :;T;~'fl'! OF nORIDA
(;.~i".d:_.'::, ,,', :',:;: tdlY 30. 1 ~94.
;",)l'i.>::D '\'i~..W j~~.y:, .,{: j-''.~;~4.tG.IJNO'ERWRJ.Ti:ri_
STATE OF FLORID~
COUNTY OF ~,~:>~
. Thli foregc.ing instr~t was acknqwledged
before me this ~S ~:I 19~ by
'l vl ~(\ ,~
who is personally
pl-c.duced
as identification /did not
take an oa
~
(Signaturev-) '\ (\ \
r:b n .--\-C\ b ~C..? n () S
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~""""" BONIT'& G JONES
:,~if>"'f~~ " .
~*: MY COMMISSION , CC 358365
W EXPIRES: MIIdl22. 1998
Banded TIIIu NalIIy PubIc ~
!/tJ!y A
Catalano Engineering, Inc.
CIVIL. TRANSPORTATION. STRUCTURAL
August 1, 1994
94-133.03
Mr. Gary L. Steve
G. L. Steve Construction
37746 Glades Lane
Zephyrhills, Florida 33541
RE: Stephens Home-Roof Framing
Dear Mr Steve,
As requested, today I visited the subject residence in order to examine the pre-engineered
trusses in-place following the event in which the trusses toppled from their intended
positions.
During my visit, I walked within the trusses and examined each connection and member.
The connections consisted of perforated galvanized metal plates fastened with several
1-1/2" high-tensile strength sheathing staples from each 11lce of the connection. As part of
my examination, I stood at mid-span and checked deflections by 'hopping' on the bottom
chord. Very little deflection was noted. All connections were fully affixed and members
were sound and appropriately grade marked.
Based on my evaluation as described above, it appeared that the original design intent will
be met by this system.
Sincerely,
catala~~;!jerfg, Inc.
,;'L-
Ja4Catalano, P.E.
f,ri~ident
812 S. Lakeview Road. Tampa. Florida 33609. Phone/FAX (813) 877-4004
PASCO COUNTY, FLORIDA
Permit No.
.i./o/9~
.5- t, -9~
Date Permitted
Builder Name/Owner Name ~ ~ J~ CZtrng.
County Parcel No. -:2 -.:2 G:. - ~ /-/:2 - f) - q ~
~~Dt) &AIlA1.--tJ.L~pnd. (j)/lJ.
Classification/Type of Use C"X 1...-{ L~..rI~~
Location
Subd.
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT
D
/
Rate $
Sq. Ft./Unit
By
Impact Fee Amount $
The above impact fee has been established pursu to the Pasco County s ortation Impact Ordinance as adopted
by the Board of County Commissioners. Th' mount is payable PRIOR to the 1 nce of a Certificate of Occupancy
or authority to utilize the permitted stru reo
EXEMPT D
RESIDENTIAL
NONRESIDENTIAL
No. Units
I
Gross Sq. Ft. (GSF)
Rate/ERU - 50.00 x 0.96*/Year
or $0. 13l5/Day
ERU Assign No.
Assessment - (No. Units) x ($0.1315)
x (No. Days)
TOTAL FEE $ ~ . 5~
Assessment -
(GSF) x (ERU) X (0.1315) x (No. Days)
100
TOTAL FEE $
*Discounted for Prepayment
The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197,
as commended.
THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY.
NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED
HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY.
Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing
the building permit owner on notice of this assessment and the conditions of payment for same.
Date
Received By
-------------------------------------------------------------------------------------..-------------------------------------------------------------
OFFICE USE ONLY
.----
TRANSPORTATION REC. NO. DATE
RESOURCE RECOVERY REC. NO. ~"';}-3& a YO DATE
- ~
I BY-
111/( /15 80, ~VDLlA '; ] ' ,
/' I , -
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
Green
Bldgllnsp
feecal:ce
CONTRACTOR #: 003818
NAME: GARY L STEVE
ADDR= 37746 GLADES LN
C/ST: ZEPHYRHILLS
C E N T R ALP E R M I T TIN G
PASCO COUNTY. FLORIDA
D(-4 TE: 01.11 :;::/ ')~5
Pr.:)GE:: 1 OF' 1
I :;::::::UE O!=F I CE: D
RECEIPT NUMBR= 00236240
OFFICE: DADE CITY
FL ::::::::~;41
F:TIF:~
CHECI< :/:t 11 ~:,::::
(:CIN'T.F~AC;T(~!F~: O()~~81E:
SOLID WASTE FOR PERMIT #4018B
(i C: c:: l\f T'
ll.lj
TerrAL Pd'10UNT:
COMPNY ACCOUNT CENTER
B450 - 363000 - 2
47. :-:;::
AMOUNT DESCRIPTION/PERMT DATA DR/CR
47.53 ****** SOLID WASTE FEE 60
r~ECF I VEU B'r'
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LOAD coonoo
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cuss RC(l(S ,
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l. CWCREiE '/4'11-1/8'" carnrr ~ . 12' O,C.------>2 0" o;c.
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SO'1f:N, 'fiN it. 00 CAA?OO TS
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l. ,;:omrr '/4'11-1(6' C(N(1\ETE SCR[)I'S 0 12' O,C.------>2 0 l' 'O,C.
2. 'ifXj) f11J~ 1/4").' LAC SCR(ll'S 0 12' 0c.----------->2 0 l' oc.
NOTtS: to:O STRUCn.J-!S W.tD roueT TO TRVSS BJTTS iY 7l-iE ~ rAQA
flI.Al&~ lIG'[ ~ CHLY 1~ r:E SCRlYlS c.4Jj BE OOT$1D€ THE
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ill SHAll BE f ~Shrn HE AOCD Y.:RfWS.
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100 \PM r LQ./ll 14'- 3' 14'- 5" 14'- 9' 15'-~'
liO loAi r. LOAD 12'- 11' 13'- l' 13'- 6' 14'- 2'
120 l.IPH '- LOAD 11"- n' 12'- I' 12'- 6' 13'- J
lO"X In 0.031' __
100 I.Prl .. LQ./l) 16'- 6' 16'- 8"
110 ~ "LOAD 15'- 0' lS'- 2'
120 Uf'H r. lOAD 1~'- 10' Ij'- 11'
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15'- 4' 16'- 0'
NOTE: Sm~G r:E 11-'[ ?1IN 1'{&;<1/C IS R(C()JJ.I(NC(O, If STITCHiNG IS NOT
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TAblE 1 UAX. RO:t SYS1t1,l SP"-..s FI)l ROYAl AlUWlNUU 9.,'P(R PANS ustD ()/
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~ LOADS CH lYO/ BUII.DlNGS SVOi AS SCRlIN~lf'lt RO('41S &: CARPORTS
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100 liIPH r. LOAD 16'- 5' 16'- 6' 16'- 10' IT - 4'
\10 ~ ... LOJ[) 14'- \0' 14'- \I' \5'-~' \5'- 10"
120 lI'H 'If, LOAD 13'- II' 14'-" If- S' 15'- 0'
2.5",( 12",( 0.028_____________________________
100 Wrl .. LOAD i8'- 11' 19'- 0' I~'- 4' 19'- 9'
110 llPK .. LOAD 1T- I' IT- 2' IT- 6' 18'- 0'
120 16'\1 W. LOAD 16'- I' \5'- J 15'- r 17'-"
2,5"X 12",( Q.OJO______
100 IlPH W. LOAD 19'- 10' 19'- 11'
liO ~ 'f LOAD IT- II' i8'- 0"
120 llPK W. Lo,..o 16' - 10' 1 T - 0"
2.5",( In o Oj6____________
100 UPH W. Lo,..o 21'- r 21'- ~
110 I.IPH J/. LOAD 19'- 5' Ig'- 8'"
120 tjpH w, LOAD i8'- 5' 18'- 6'
l:t - 2'
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110 IlF'H W. L lr- 4' ,r- S" IJ- II' 14'- r
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