HomeMy WebLinkAbout95-4990
BUILDING PERMIT
PlIO
Permit l.t'.
3b:J,~7J
0'-9. P"V
CITY OF ZEPHYRHILLS
(813) 788-6611
j~-' OD
499~
Date S- - ..5 O-YS-
~'. rrv
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn j;2)' g: tft)
,
Water Conn: 3-5> '(). t1i)
Water Meter: I b 5: thJ
TLF:s: ~ y Y1J~ tr7J
Pmp'~y own";]ir A ~. ~
Job Address: C> 02.. - / ~ .
ParceILD.# /j-c26-~- OlJlO - OJ~O()- 0060
Zon;ng' En"gy Code, RedonJ1,~3 36
O..o,;o<;on of wO'k'-/l.e..,,;:: ~-.!"& \ ~ '--. _,.fL;;. J
City License Registration #
State Certified License#
g3--
FINAL
C.O.
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Cbnst.pole FPC (Mary) Nancy 06/01/95 09:55 A.M.
Pre-meter FPC (Mary) Nancy 07/27/95 09:43 A.M.
Valuation or :>q ........ 'j
Contract Price Q /; ;:LOf-. C/ u
Inspector
ELECTRICAL
~;;.
" ~-
PLUMBING 177
~~t44
BUILDING
/lI~ Y/
~~~~A/~
MECHANICAL )7 ~
Tp. Serv.
Rough In (~u,-t.; -5 &h
ILL. Meter Can --5--:.3t!) --7:-J.
FRM. lL- Const. Pole '-1'(7" "ILL
Insul. CL '- ") a 'i>. Pool
WL ~ ~tU.-- Pre-Meter /.11 't> oj)
hj~L. j"-")' tj{ /.'- ~ Finak/'"
Driveway 7'" V-it';) %b c . I" g u-
SHRArt:l/~(. fs,-/7-~l) is III r~:"'fK/1. iL\l~ 6'- ~) I
SLB 6-S-95 etil
TubSet(o.2{?-l,(" ~t'-
Water
sewerl/~'3) fJt=
Final.: . t 1 {S '.' ( L
Breakers
Ducts Insl. b-U' tTS Bt>.b
Compressor
Final................
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:
/J /J ~~-,
a. Wrong Address A.ld ~J<Jl/~h..-j/ -.5 .
b. Condemned work resulting from faulty construction. . /
c. Repairs or corrections not made when inspection called. J Ll qt... '
d. Work not ready for inspection when called. f tf-I (7_ I,.... IJ
e. Permit not posted on job site. ?5
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
t
-.......... JJ ....~'"'
~~ '!a.'lrtl"!:"-':;;:!:":~:i'l":i'",_,.l",j...,.."V"'~W ~/Il~..J.'lit'
- . Department of Community Affairs
FLOR+DA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Resic;iential Whole Building Performance Method A
PROJECT. ;NAME: ~o-.- <!:el.\JA..l.J::&t.'\" BUILDER: K. L. RYMAN
AND ADDR~SS:\(~", 'Cl. ~( ~\ IrL ^ PERMITTING CLIMATE ./
.S.9a.......&,........,..'lIII..~. ~ .~~\. 'CT.t-+~ OFFICE: ZEPHYRHILLS ZONE: 4j~l. 51_1 61_1
pWNER~2 t'~e__ .. PERMIT NO. YY?l? A JURISDICTION NO.&-1/6~i
1~ New construction or addition 1. New Construction
2~ Single ~amily detached or Multifamily attached 2. Single-Family
3. If Multifamily-No. of units 3. 0
4. If.M1l1ti:family, is this a worst case (yes/no) 4.
5. Conditioned flbor area (sq.ft.) 5. 1014.00
6. Predomi:nant eave pverhang( ft. ) 6. 1.25
7. POrch;overh~mg' length (ft.) 7. 0.00
. ,I. , .,',,' " '. .
. . 8. Glass area and type: Single Pane
a.Clear Glas~ . 8a. O.Osqft
b. .Tint;~ film or solar screen 8b. 89.4sqft
,9. Ftoortype arid insulation:
a. Srabon grade (R-value, perimeter).
10,Net Wall type area and insulation:
a. Exterior; .1. Con~rete (Insu.lation R-value) 10a-l
b.. AdjaC7:t:lt:2. Wood frame (InSUlation R-value) 10b-2
11~Ceil'ing::typ~ area' and insulation:
{.,.t...a'. 'Under attic (trisulation R-value)
12.Air .distribution systems.
a. Ducts (Insulation + Location)
13.CQolingsystem
SN: 8132
CENTRAL
Double Pane
O.OOs;qft
O.OOsqft
9a.R= 0.00 , 142.05 ft
R= 3.00, 851.04sqft____
R=11.09, 138:40sqft____
,-..
11a.R=19.00 , 1014.00sqft____
14.Heating System:
12a. R= 6.00, uncond
13. Type: Central A/C
SEER: 9.70
14. Type: Heat PUmp
HSPF: 6.60
15. Type: Elect~ic
EF: 0.88
15.Hot water system:
16.Hot Water Credits: (HR-Iieat Recovery,
. DHP~Dedicated He~t Pump)
: 17.lnfilti'ation practic~: I, 2 or 3
1.~. HVAc; Credl ts (~F-ceiling Fan, CV-Cross vent,
.:. .HF-Whole house fan, RB-Attic radiant
i;.<',... .. barrier, MZ-l';Iul tizone)
~..,t;~..EPI :C,mu~t not exc~edlO~ points) 19. 92.91
~;,';~r';.;':I,..a~.iTotal ~S-BUl.lt. pOlnts 19a. 22544.19
~,;\i.'1 b~ Tota;L Base points 19b. 24264. 94
li.fs:..-~~;-~---~---_c._~-----..:-------_---~____________--______-_____________-_______
~~~------~---~--~----------~--------------------------------------------~-------
16.
---,..
17.
18.
2
/,r Hereby certify that the plans and
j.specifi.<::ations covered by this calcu-.
'.lation are. incompliance with the
Florida Energy COde. .
P~P~..B_~UI'>.~.
DATE. . q . /.
. ,. '" ". . -"
. ',." . , .
. "'; "
'r hereby~c~:i'tifythat this building is;
.in compliance with the Florida Energy
...Code. . .. ~
OWNE.R .~.. AG N~. ' ~ .
DATE.: 'c qr . .
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy'
Code~ Before construction is cOmpleted
-this puilding will be inspected fOr
compliance in accordanCe with Section
553.908 F.S.
.. BUILOING OFFICIAL :~ &_ .......:;R" ..
DATE:~ ~~_
-
.,....... --~'~~.:J;,\~:""'_~~~"..';-If".~';'/i"',rj~'.r
. .
'''"
i;.~.
<1::'#.,
- :11
***~****************~**********************************************************
SUMMER CALCULATIONS
*******************************************************************************
=== BASE === I === AS-BUILT ===
=~======c~=====================================================================
g~i~--~;~-~-;;~;-:- POINTS I
TYPE
SC ORIEN AREA X SPM X SOF = PQINTS
----~~-~--------~--~------~--~--~---------------~------~--~-------------,--~----
E- . 37.36 ,82.2 3071.0 SGL TINT E 18.7 107.1 .88 1760.5
',. SGL TINT E 18.7 107.1 .88 1760.5
S 4.78 82.2 392.9 SGL TINT S 4.8 98.3 .65 306.8
W 47.22 82.2 3881.5 SGL TINT W 9.9 107.1 .84 885.5
SGL TINT W 18.7 107.1 .8.8 1760.5
SGL TINT W 18.7 107.1 .88 1760.5
~--------------------_._---------------------------------------------------------
'.15 .x COND.. FLOOR / TOTAL GLASS = ADJ. X GLASS =
AREA AREA 1i'ACTOR POINTS
ADJ GLASS
POINTS
I
GLASS
POINTS
-.15
----~-~---~------~------~------~~----------~------------------------------~~---
1,0.14.00
89.36
1.702 '
7,J45.39
12 , 502 .62 I.
8,234.17
NON G~i~--~--;;;;-: POINTS I TYPE
====~============~===~=========================================================
-----~------~~--------------~~---~---------------------------~-----------------
I ~ '.
R-VALUE
AREA X S~M = POINTS
WALLS---(-----_---~(_
Ext 851.0 1.0
Ad j , 138.4 . 7
851. 0
I
96.9
Ext NormWtBlock In
Adj Wood Frame
3.0
11.0
851.0
138.4
1. 40
.70
1191.5
96.9
DOORS-----.-----_--__
Ex~ 40~O 4.8
Adj
17.6
1.6
28.2
Ext Insulated
Ext Insulated
Adj Wood
20.0 4.80 96.0
20.0 4.80 96.0
17.6 2.40 42.2
19.0 101:4.0 1.10 1115.4
.0 142.1 -31.90 -4531.4
192.0
'.. CEILINGS-_----...-_..._:..._
UA' 101.4..0 .6
'608 . 4
Under Attic
. -
FLOORS--------_______
SIb '142.1 -31.8 -4517.2
Slab-on-Grade
,I
::;)~llFI~TRATION----------
~f':; '1014.0. 10.9 11052.6 Practice #2 1014.0 10.90 11052.6
t'::::=r===~=========:,;,.==:;===========::;:===================================================
i:CTOTALSUMJ.1ER POINTS I
~t$;~_'-.. 20,814.51 17,393.35
~'F=--============-~========~=================================::;:======================
~.j..T.. OTALx SYSTEM = COOLING I TOTAL X CAP X DUCT X SYS'I'EM x CREDIT = COOLING
!;:;SUM PTSMULT . POI~'TS . CQMPON RATIO MULT MULT MULTPOINTS
~~~~----_...__..._------------------------------------------------------------------
~;20,814.51 .37 7,701.37 I 17,393.35 1.00 1.100 .352 1.000 6,734.71
;,==~============================================================================
~ --
ilIWii~~ '!1li'-.l'....M(qi'....'.,->-;~.~.~.;.::;:.:.~~::.::'..::;. .;:,~:; :_/_:~y~':.~.;,_ __,
..\1
t~,
.;~
~*************.*****~**********************************************************
WINTER CALCULATIONS
*******************************************************************************
.'. . ~== BASE === I === AS-BUILT ===
:.c .::!:;,=======::::i=====";====:;:::=========i::::==================================================
TYPE
SC ORIEN AREA x WPM x WOF = POINTS
~~'---------~--~---------------~------------------------------------------------ .
37.36 .-3.4 -127.0 SGL TINT E 18.7 -2.0 .35 -13.2
SGL TINT E 18.7 -2.0 .35 ......13.2
. 4.78 -3.4 -16.3 SGL TINT S 4.8 -10.2 .67 -32.8
47.22 -3.4 -160.5 SGL TINT W 9.9 -2.0 .13 ....2.5
SGL TINT W 18.7 -2.0 .35 -13.2
SGL TINT W 18.7 -2.0 .35 -13./2
-'--~~-~~---~-~-----~---~-------------------------------------------------~------
~15 X COND! FLOOR / TOTAL GLASS = ADJ. x GLASS =
AREA AREA FACTOR. POINTS
ADJ GLASS
POINTS
GLASS
POINTS
~-~-~-----~--~------~-~~----------~---------------------------------------------
1,014.00
89.36
1.702
-303.82
-517.14 I
-87.98
~===~====================================~=====================================
.NONG~~~-,;--;;;~_: POINTS I TYPE, R-VALUE AREA X W~M _ POINTS
~---~----~~-~-~---------~---------~-~-----~------------------~~---------~------
WALLS....;..,-----...----___" c.
Ext ..851..0 .1.1 936.1 Ext NormWtBlock In 3.0 851.0 3.80
Adj 138~4 1.8 249.1 Adj Wood Frame 11.0 138.4 1.80
3234.0
24Qo-1
DOORS--~~--_----_____
Ext 40.0 , 5.1 204.0 Ext Insulated 20.0 5.10 102.0
., Ext Insulated 20.0 5.10 102.0
Adj '.~ 7 .E;i .4.Q . 70..4 Ad' Wood 17.6 5.90 103.8
. J
.CEILINGS-...:----_----_-
UA .1014~ 0 .6 608.4 Under Attic 19.0 1014.0 1.00 1014.0
fLOO~S-~-~~~---------
SIb 142.1 -1.9 -269.9 Slab-on-Grade .0 142.1 2.50 355.1
I~FILTRATtON-----...:--_
1014.0 .4..1 4157.4 Practice #2 1014.0 4.10 4157.4
" =~========~=========~=============================~============================
W TOTAL., WIN'l'EIFPOIN'!'S 5,438.43 I . 9,229.46
~=======~==================================~====================================
SYSTEM
MULT
=
HEATING.' TOTAL
POINTS COMPON
x CAP x DUCT x SYSTEM x CREDIT = HEATING
RATIO MULT MULT MULT POINTS
., . -----------...._~-----------------.--------- -- - - ----- - - --- ----- ----------------------
5,438.43 1..10
5,982.2719,229.46 1.00 1.100
.515
1.000
5,228.49
==~======~=================================================~================:==
....... '~ '~"" :Lft~;:'t.:,'t"r:':.,,:,~~...::.t;.!'.!'J~~-" '-;C'" ~',-:"":i:"(k.'i-'
. "."~''''''~''~-~' r"." "~''''''''''.''""''-~''''''-~''''';;~-~':':-';'~::';'':AM:;t~~.;;.j,:'_(_.......__:t.-e.~;~~~~~.~
t
. . i,;<;-" .
I':
**************'I!*****~**********************************************************
WATER HEATING
*******************************************************************************
=== aASE ==~ I === AS-BUILT ===
NUM OF
BEDRMS
==============================================================================::::
x
MULT
=
TOTAL
I TANK VOLUME
EF
TANK
RATIO
x MULT x CREDIT
MULT
= TOTAL
-----_..._..._..;..:--_-:-------~_._--------------- ------ - -- - ---------,,---- -- ----- ------'----
3
3527.,0.
10,~8:I,.001
40
.88
1.000 3527.0 1.00 10,581.00
==~=====~====================~==============================================%==
*******************************************************************************
SUMMARY
********~******************************************************~***************
=== BASE === I === AS-BUILT ====
===========~=~====~========~===~=======~=====~=====~~========================
COOLING
POINTS
H.E.AT.ING HOT WATER'TOTAL ./ COOLING
+ POINTS + POINTS = POINTS POINTS +
HEA'l'ING
POINTS
HOT WATER
+ POINTS =
TOTAL
POINTS
;--...;.--------~-_...._-~--'---~-~----------- -----~---,- ---- ----- - ----~,- - ------ -... ----------
..7701..4
5982.310581.0 24,264.64 I
6734.7
5228.5 10581.0 22,544.19
'================================================================================
' .
*****************
* EFI = 92.91 *
*****************
'.
. -w
" ':'0"" C'''',,'''''''-' ''''.,'''~-'""""~:,<,,U:-,..t_-.~.:'':<-o-;.'..-
1 {.;:
.' ..
- .
For detailed information
of the EPI rating number
or foranY:!;TEM'listed,
~ask yourauilder for
PCA Form 600A-93
or Form600'B-93"
ENERGY GUIDE
EPI= 92.9
o ~Q 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.... .. ... 19.0
R-10 R-30
I---------x-----------I
R-O R-7
1--------X---~7-----~-1
R-O " R-19
Ix-------------------_I
Wall
R-Value......... 3.0
FJ,.oor
R-Value......... 0.0
AIR CONDITIONER.............
SEER -' - . . . . .: . . . . .'. . . . _ . . . . . 9 . 7
10.0 SEER 17.0
Ix--------------------I
HE4TING SySTEM..............
Electric HSPF...~........ 6.6
6.8 HSPF 12.0
JX--------------------/
WATER HEATER........;;.......
GasEF.............. 0.00
0.88 0.96
Ix--------------__~-_-I
.0.54 0.90
I-----~---------~-----I
0.40 0.80
I---~-----------------I
Rleci:ric EF:.............. 0.88
Solar EF.,~.__.~.........
'OTHER FEA~ORES...............
; ~ . I
t;:>~ - - -. . ..- ,- ... . . '. - '-.~/. . .. . ~, . . . . . . - .
~.~~.:
~>I certify that these energy saving features required for
i....iE. ne. rgy C.JOd. e\+.:av.e, be~n i\n::lledB~:l:.: ~." ~ __
. .A\ldres'i': - ~" - t-,..,,,, Signattl~
;\CitY/Zip:Z~ '^ 'k.. ~ 7ft .
c:.Flor&da E'M!9y~ode folt Building Construction - 1993
Florida.nepartment of Community Affairs.
the Florida
Date: .5{tI.z/9r-
I
FL.,..EPL CARD93
Model 1352
WIND LOAD ANALYSIS
for:
Ryman Construction
by:
Catalano Engineering, Inc.
8/12/94
Page 1
?ty
atalano, P. E.
8/12/94
o Location: Pasco County, Florida
II.) Design wind velocity:
100 (mph)
III.) Construction:
I-story
Gable roof
Fiberglass shingles
1/2" CDX roof sheathing
Wood trusses
Masonry construction
Slab on Grade, (4")
Stem wall footing
IV.) Geometry
Height of ridge (ft.): 14.0
Mean roof Height = 11.0 ft
Height of eave (ft.): 8.0
Building Length (ft): 39.0
Building Width (ft.): 41.3
Roofpitch ("per ft. hz.): 5.0
Roof overhang (ft): 1.3
Longitudinal exposure = 562.0 sf
Transverse exposure = 466.6 sf
Plan area under roof = 1352 sf
Page 2
Model 1352
. V.) Horizontal pressure:
Use Factor (I) = 1.0
Velocity Pressure (Pv) :
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
P = Pv(GCp)(I)
Height (ft) Pv (pst)
0-15 21.0
20 23.0
40 28.0
60 31.0
Model 1352
Zone 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
. V~.) Uplift pressure (U):
Pressure coefficient (GCp) :
Transverse pressure (Ph) :
Longitudinal pressure (PI) :
U=Pv(GCp)(I)
Model 1352
'i*Ij~~y~~m. ..~~~m~l:..pq~ti96.
1 0.80 N/A Sidewall
2 -0.75 -1.00 Roof
3
-0.75
-0.70
N/A
N/A
-0.65
N/A
0.65
-0.55
4
5
6
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
Roof
Sidewall
Endwall
Endwall
VJ;I.) Net Uplift
Model 1352
Roof Deadloads:
(SBC Appendix A)
Element Description Weight (pst)
Covering Fiberglass Shingles 2.0
Sheathing 1/2" CDX 1.6
Framing Wood Trusses @ 24" o.C. 6.0
Ceiling 1/2" Gypsum 2.2
Total Roof Load =
11.8
psf
Height (ft) Uplift pressure(pst) Roof Load (pst) Net Uplift (pst)
0-15 -21.0 11.8 -9.2
15-20 -23.0 11.8 -11.2
20-40 -28.0 11.8 -16.2
40-60 -31.0 11.8 -19.2
VIII.) Hold-down at truss connection:
Maximum truss length =
28.3 ft
(Assumes building width + 2 x overhang)
Truss spacing (ft) =
2
ft
Height (ft) Contrib. area (st) Net Uplift (pst) """Uplift per br~. (lbs)
0-15 56.7 -9.2 -260.6
15-20 56.7 -11.2 -317.3
20-40 56.7 -16.2 -458.9
40-60 56.7 -19.2 -543.9
** Specify hold-down accordingly, FS 'built in' to Mfr's tables.
Page 5
. I~.) Overall Moment Stability (Overturning):
Model 1352
Resisting Moment:
Dead loads above slab:
Roof area:
Dead Weight:
T otal Weight =
Exterior Walls:
Wall height:
Unit weight:
Total Weight =
Interior Walls:
Wall height:
Unit weight:
Total Weight =
Total Resisting Dead Load (W) :
Dead Load Moment Arm ( I ) :
Resisting Moment (RM) =
Overturning Moment:
Uplift :
W(l)
1352.0 sf
11.8 psf
15953.6 Ibs
(Neglect overhang; conservative)
15953.6
168.0 If
8.0 ft
45.0 psf ( SBC Appendix A)
60480.0 Ibs
60480.0
126.0 If
8.0 ft
8.0 psf( SBC Appendix A)
8064.0 Ibs
8064.0
84497.6 Ibs
Total Resisting Dead Load =
84497.6 Ibs
20.665 ft, Width / 2
1746.1 ft-kips
U(I) + P(h)
Height: 0-15 15-20 20-40 40-60
Roof area: 1352.0 0.0 0.0 0.0
Gross Uplift : -21.0 -23.0 -28.0 -31.0
Total Uplift (U) = -28392.0 0.0 0.0 0.0
Moment Arm (1) : 20.7 20.7 20.7 20.7
Uplift Moment = -586.7 0.0 0.0 0.0
Horizontal Pressure:
sf
psf
Ibs
ft
ft-kips
Height: 0-15 15-20 20-40 40-60
Pressure: 31.5 34.5 42.0 46.5
Contrib. Height: 14.0 -1.0 -6.0 -26.0
Total hz. Pressure = 441.0 0.0 0.0 0.0
Moment Arm (I) : 7.0 14.5 17.0 27.0
Unit Pres. Moment= 3.1 0.0 0.0 0.0
Hz. Pres. Moment = 120.4 0.0 0.0 0.0
sf
If
Ibs/lf
ft
ft-kips/lf
ft-ki
Page 6
,
Model 1352
Height: 0-15 15-20 20-40 40-60 Total
Resisting Moment: 1746.1 1746.1 1746.1 1746.1 1746.1
x 2/3 = 1164.1 1164.1 1164.1 1164.1 1164.1
Uplift Moment: -586.7 0.0 0.0 0.0 -586.7
Ilz. Pres. Moment : -120.4 0.0 0.0 0.0 -120.4
Overturning Mmt. = -707.1 0.0 0.0 0.0 -707.1
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) 1 b = I -25140 Ilbs
** SpecifY tie-down accordingly, FS 'built in' to Mfr's tables.
x.) Girder Uplift:
1.) Two (2) Point Bearing, Symmetric.
Girder Contrib. area (sf) Height (ft) Net Uplift (psf) U pUft per brg.
Bed-2 186.2 11.0 -9.2 -856.5
Gar 172.0 11.0 -9.2 -791.2
11.0 -9.2 0.0
Girder
Mark
2.) Other configurations ie. three (3) point brg.
Contrib. Height (ft)
area (sf) (Mn. . roof)
11.0
11.0
N/A
# Brg.
Points
.Max. Uplift
Reaction (lbs)
Page 7
, ~.) Shear:
Model 1352
Load to ceiling/roof dia )hragm:
Height: 0-15 15-20 20-40 40-60 Total
Total hz. Pressure = 315.0 0.0 0.0 0.0 315.0
pvlf
0.0
6142.5 lbs
6142.5 lbs
Total shear transferred to sidewall =
Unit Shear at roof diaphragm:
v=R/b
Unit Shear ( v ) =1
148.61
0.01
0.01
0.01
14S.61plf
Unit Shear at Midheight walls (v'): (Design case)
Total width of openings at mid-height wall: 6 ft
Length of wall available to resist shear = 35.33 ft
Unit Shear @ Midheight (v' ) =
Select structural element to resist v' from SBC tables ie. 1710.2B
Shear capacity of structural element: 1050 plf
Fv=35psi x 2(1.25si x 12")/ft=1050 plf
Required length of transverse shearwall =1 5.9 1ft
Longitudinal shear:
Height: 0-15 15-20 20-40 40-60 Total
Pressure: 25.2 27.6 33.6 37.2
Contributing Height: 7.0 -1.0 -6.0 -26.0
Unit Hz. Pressure = 176.4 0.0 0.0 0.0
Reaction (R) = 3645.3 0.0 0.0 0.0 3645.3
Unit shear (v=R/I) = 93.5 0.0 0.0 0.0 93.5
Tot. opngs. ((i1 mid ht 28.0 28.0 28.0 28.0 28.0
Unit Shear ( v') = 331.4 0.0 0.0 0.0 331.4
lbs
ft
Required length of longitudinal shearwall = I 3.5
Page 8
,X.) Shear (Cont.):
Model 1352
Roof Diaphragm:
Maximum shear at roof/wall interface = 148.6 plf
Capacity of non-blocked sheathing (SHe Table 1710.2A) = 240.0 plf
Capacity of blocked sheathing (diaphragm) = 530.0 plf
(15/32" RS. w/ 8d nails at 2-1/2" bndry, 4" edges)
Half Building length =
19.5 ft
Slope of the shear diagram =
7.6 plf / ft
Diaphragm length required to resist shear =
0.0 ft
( Round value up to nearest truss multiple of truss spacing)
Analysis of shear at roof/wall interface:
Location along Distance Shear at
building length from endwall (ft) interface (pit)
Endwall 0.0 148.6
0.1 * Length 3.9 118.9
0.2 * Length 7.8 89.2
0.3 * Length 11.7 59.4
0.4 * Length 15.6 29.7
Mid-span 19.5 0.0
0.6 * Length 23.4 -29.7
0.7 * Length 27.3 -59.4
0.8 * Length 31.2 -89.2
0.9 * Length 35.1 -118.9
EndwalI 39.0 -148.6
Page 9
XI.) Summary:
Describe the following:
Model 1352
1.) Truss fasteners.
Uplift per Truss = -317.3 lbs
Simpson ETA12 wi 4-10d x 1-1/2" nails (490 Ibs. cap each.)
2.) Girder Fasteners.
Max uplift reaction= -856.5 lbs.
2-Simpson ETA12 wi 4-10d x 1-1/2" nails ea. end (980 Ibs. cap. tot. ea. end)
3.)
IN/A
4.)
Hold-Downs at 2nd Floor.
Hold-Downs at foundation.
Tie-down force req'd = -25139.8 lbs.
Filled masonry with #5 reinf. cont. ACI hook at fndt. and bond bm.
5.) Shearwall element.
Wood Frame: N/A
Panel Grade
Maximum shear at mid-height = 331.4 plf
Thickness
Nail size
Edge Spacing
M
asonry :
Type CMU Wall thickness Rake Joints? Filled Cell Spacing
8" Nominal 1.25" No At shearwall ends, corners
and openings> 6'
6.)
Roof sheathing.
Maximum shear =
148.6 plf
Panel Grade Thickness Nail size Edge Spacing Boundary Spacing Length
Rated Sheathing 15/32" 8d 4" 2-1/2 " 0.0
(Blocked)
Diaphragm:
(Pattern Case 1)
Elsewhere:
Panel Grade Thickness Nail size Edge Spacing Intermediate Spacing
Rated Sheathing 1/2 " 8d 6" 12"
Page 10
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
OWNE R Ke..u i !oJ ~ - R '1M A.~
JOB LOCATION ) I th ~1.. Itt..l:\AV( Sf2b/I.-#.
I \ - '2 L, ,.. 2. \' 00\ 0 ' 0 \ 700 - 00 ~ c)
PARCEL I.D. It
SHOW ALL EXISTING & PROPOSED STRUCTURES gIVING DIMENSIONS & SETBACKS.
. . (PO'
~
1~'V
3q
Ne'-.J.J 'Re s i QeN e.t:!
tl.~
\~D'
\ '" -l-.l\.
J\\J<.
UTILITY BUILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
I
')..~
FRONT PROPERTY LINE
(NOTE EXAMPLES 1 & 2)
STREET
II+A
faD
~
1. SETBACKS FOR R1, R2 ZONING
601_
101
P E
R X
0 I
\ 101 P S 10'
0 T
S I
E N
D G
2. SETBACKS FOR R3 ZONING
601
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAM 30'DUPLEX
....'1
"
, .~
'fit
-?1
1 01
I
(
20'
-L
FRONT PROPERTY LINE
FRONT PROPERTY LINE
APPLICATION FOR PERNIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
APPLICANT ~1v..A,N COCllS~<A-C~cn0 ~e.
ADDRESS ~. 3l3~.s ~.e. S4 "W - Z~-fh~f ~PHONE IlrZ, 08~S-
OWNER keol:(J ~ ~'-f('V\~~
JOB LOCATION - h c-\ ~- <0 E\ 'I - I SIc::. b -I! d{;,IZE(d:) x...!..!t:1:J. AREA
\
LEGAL DESCRIPTION: LOT(S) ~ -t I BLOCK II SUBDIVISION .e.;'+U
PARCEL 1. D. !,i--1j, .- Z<a -;). , - 00 \0- 0 ('~D - 60 G (:J
WORK PROPOSED:~ew Construction ____Addition ____Alteration ____Repair ____Install
____Sign/Temp. ____Sign _Move ____Demo 1 isl:
PROPOSED USE: ~gle Family ____M/F ----I~ of Units .____11 / H
,
____Commercial ____Indus t . ____Swim. Pool Othel'
'.
, ____Restaurant & Health Department Approval
211 ~II 135~ 8
BU1LDING SIZE: X , Square Feet, Heigll:
RESIDENTIAL:
COM.'1ERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FOR.'1S,:.::
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORNS.H
**COPY OF CONTRACT REQUIRED.
PERMITS REOUESTED
BUILDING
$
4o,oCfD
,
160 AMP Service
\ <t)oo
Valuation of Total Construction
~Florida Power Corp.
_\~.R.E.C.
ELECTRICAL
,,'fo
_~ECHANICAL
$
Valuation of Mechanical Installation
____PLL':1BING GAS
TYPE OF CONSTRUCTION: ~IOCk
FINISHED FLOOR ELEVATIONS:t3~ FT,
ROOFING
SPECIALTY
____Frame ____Steel
Other
******************************************
OTHER
Signature~
compan~ C~\L~' ~A~IJ~ .:4~~
I:. ~ State Cert. or egist. 11. ~(
Signature _/. -L.~ City License Registration 't .~ J97
**. * *** *************:Jr *'" *** ** * **,',,,, ,', ,': *,~1:,',;: .
MfCll,"TC'~~ Company 'BA..h~\s GAS.I A~ '
'r1 ~ State Cert. or Regist. I.! ~~ A8
Signature ~ ~ City License Registration 'I ~ 7K'
" " ..............................,.**,..**,.,
company~VY\\e<Z- ~~i.0- ~~A-,.)
State Cert. or Regist. IF g~ ~5 4Jir-
City License Registration IF 58
CONTRACTOR SEC~ON I
BlITLDER Company 'iNA-,,0 Ch",s-t. 3:.1JQ..
.L..--'"" . ~ State Cert, or Regist. iF CP.C-<::>.s5./K4-
Signatur~~ ~ City License Registration 4/ 6~
~~ G n .iJ';';~~:;,-*i,*,*'''''7k':eTl';J tr- {&t!-rC. - &
, _ Company _
. j,/IA ~ State Cert. or Regist. iI ~ "
( r -L , City License Registration ~ ~ '
,
***************************~*************
~c-----
',J -..
APPLICATION APPROVED BY
********************
PERNIT OFFICER.
""'........,...4.....V........., VJ.; L'LJ..U..l,J....l ri.J.:J:..L.Li.L""1.V.l...1.
A. NOTICE OF DEED RESTRICTIONS .
Tbe'pndersigned understands that this perJit lay be subject to "deed restricti6nsll IIbicb lay be,iliQre restrictive than City
regulations. Tbe undersigned assUles responsibility for cOlpliance lIith any applidable deed restrictions.
B. UNLICENSEP CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake lIork, they lay be required to be licensed in accordance lIitb
state and local regulations. If the contractor is not license4 as required by lall, both the owner and contractor lay be
cited for a lisdeaeanor violation under state lall. If the owner or intended contractor are uncertain as to what licensing
requireaents aay apply for the. intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
Furthermore, it the owner has hired a contractor or contractors, be is advised to hav.e the contractor(s) 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 lIork. If the contractor lIishes 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 Law - Haaeowner's Protection
Guidell p~epared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other than the
.ownerll, I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
DownerD prior to cOlleOceaent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT .
I certify that all the inforlation in tbis application is accurate and that all work will be done in coapliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a per.it to do work and installation as indicated. I certify that no work or
installation has COIIenced prior to issuance of a perlit and that all 1I0rk lIill be perforJed to leet standards of all laws
regulating construction, City codes, zoning regulations, and land develop.ent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governlental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are notlilited to:
t DepartJent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t Arly Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnvirODlental Protection Agency - Asbestos abatBlent .
I also certify that, if fill laterial is to be used in Flood ZOne IIA' or "A,etc.", it is understood tbat a drainage plan
addressing a DCOIpensating volUleD will be sublitted wbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued sball be construed to be a license to proceed with the 1I0rk and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall becoae invalid
unless the work authorized by such perlit is cOllBOced within six IOnths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of slxlOnths after the tile the work is couenced. One 90 day extension of tile, Jay be
allowed for the perJit with fee charge of $15.00. Tbe extension sball be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO~NCEHENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVKKKNTS TO YOUR
PROPERTY. IF YOU Ilft'BND TO OBTAIN FIHANCING, CONSULT WITH YOUR-LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COHHENCEHElft'. JOBS UNDER $2,500 IN VALUE 00 NOT NEED TO RECORD AND POST A IINOTICE OF COHHBNCEHENT".
~~ ~:: ~--
SIGNATURE: OWNER OR A SIGNATURE: CONTRACTOR
STATE OF FLORIDA 1]
COrnftYOF ur~
The foregoing inst~t was acknowledged
before ,me this J S""hl'J' 19~ by
/ nJ
'who is personally known to or who has
produce
as identification and who did/did not
take ~ath. < jJ jI' _
A~~<~
(Signature)
STATE OF FLORIDA 1')
COUNTY OF fL:.... Q,.~o
The foregoing instrument was acknowledged
before me this ISh c7'}y;d' ' 19~ by
~-_. ~f) / IV ~_ Y n /I rtJ
who is personally own to meJor who has
produced
as identification and who did did not
take an oq. 7~
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Nam~ Typed, Printed or Stamped)
NOTARY PUBLIC
~..y ~
.^ DONNAM SINCLAIR
* * My Commission CC382619
Expires Jun. 14,1998
~IJFA.~'"
~..y ~
*ii.
~IJFA.~'"
DONNA M SINCLAIR
My Commlsalon CC3826111
Expires Jun. 14. 1998
&.>lLbIN&
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~
Ryman Construction Inc.
cae * 035134
City of Zephyrhills
Attention: Building Dept
June 5, 1995
RE: PERMIT #4990B - CAROLYN MINES
Please change the Plumbing Contractor from - Colby Jaynes Plumbing
to read - Harris Services Unlimited.
Sincerley,
Ryman Construction, Inc.
~-~
---
\ c::::---
- \
-... -. ---...-.
Kevin L. Ryman
37325 S.R. 54 W. . Zephyrhills, Florida 33541
(813) 782-0825 · FAX (813) 788-6773
-- - ,- -'-'-"- - -'~'- - ---'- - - - - - ~ -. - ----
1:.01".' Tf{ACO:T:Jfo: #:
NAME: RYMAN CONST
ADDR: 5926 11TH 8T
C/ST: 1126210010017000060
C E N T R ALP E R M I r TIN G
PASCO COUNTY, FLORIDA
.DrHE: 0:3/ 14/':;;'~:;
PAGE~ 1. OF 1
i :;:::::;UE I.)FF ICE;; U
RECEIPr NUMBR: 00256469
OFFICE: DADE CITY
F(..ifo: :
CHECK :it 747::;::
r:.'.Cc:~n
114
TCiT;~~L I~MCd..!NT ~
COMPNY ACCOUNT CENTER
1 ~;J . ~)!5
B45t:1 - ~~630('() 2
?)MOUNT DE:::;CRIFTIOi'~:PEF:r-1T Df-i7i:\ DP./CR
I ':;'1 . () ~5 'x--;~' * .;i ,~. .~. ;::; () l_ I [I ~ ~ A ~:; 'r E: ;::~ E: E' ."~I C,
/
/
/
F:ECE I \iLD Hv ..._. -_..".4(Z!Ld'.t:;;::;~0~_._~:__._._._.._._.._._......__.__._._
,~:,~,~,~!')~"~~!.:',;~~~":~C:.lI#k~:~~.v~~;llJprj~~i,;i>1-.;,~~J;'"~;",<,:-.;... ~., .:y .'!.'. .;;,.....~
-~.~,-~ ... ,~... :'/. ~._~,......~~~..~~..----~-~~--,,--_...,..,.....--::-~,-,..- "---:-~-;","'r""0-T:--~~~;.:!/,~7..l
I~
i.)'
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............._..J'
PASCO COUNTY, FLORIDA
Permit No.
Date Permitted
Builder Name/Owner Name
County Parcel No.
, I
Location
Subd.
Classification/Type of Use
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT 0
Rate $
Zone No.
Sq. Ft./Unit
Prepared By
Impact Fee Amount $
-~,.----
The above impactfee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted
by the Board of County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy
or authority to utilize the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT 0
RESIDENTIAL
NONRESIDENTIAL
No. Units
I
Gross Sq. Ft. (GSF)
Rate/ERU - 50.00 x 0.96*/Year
or $0. 1315/Day
ERU Assign No.
Assessment - (No. Units) x ($0.1315)
x (No. Days)
Assessment -
(GSF) x (ERU) X (0.1315) x (No. Days)
100
TOTAL FEE $
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 OmCE 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.
RESOURCE RECOVERY REC. NO.
DATE
DATE
BY
BY
(/
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
Green
Bldg/lnsp
feecal:ce