HomeMy WebLinkAbout94-4095
"
BUILDING PERMIT
Permit N!
C.TY OF ZEPHYRHILLS
(813) 788.6611
4095 13
7RFItJ7J.tJb
Date
~ -1'1- 141'
t6S~'O
BUILDING
?? 7 ~ ~
ELECTRICAL
(; 7. .s '7J
PLUMBING
...s.s --: tTV
MECHANICAL
Sewer Conn !,;L 7 g-; t/O
Water Conn: 3.i>"(:),o-D
Water M..!!.ter: / 6~ ~ CT/;J
T.I.F.'s:
Pcope~y Owne, ~q - ~* ~
Job Address: h:2 -3- . h
P",ceII.O.' .3 ,.;l{, ..)j~' .., - ,:> LJ <> - 0 /s y
Zon;ng Ene'~ 1/ _ R'~ G'~' '/~-
Description of Work ~./AA) \/4 <.M <J
&~-~
Permit Fee . -...J
Signature ..1 ".........
Company
Address
Telephone#
Inspector
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordaro::-e with City Codes and Ordinances.
Valuation or
Contract Price R!. 66-' 0-0
City License Registration # Y
State Certified License#
l/.{] ~ Jt~AYldMh1.
~v/u'.J 'Jl !J.~ tl
ELECTRICALo2O C;
IJ ('-a/~~~
PLUMBING c27
~~..td~#
MECHANICAL 3iJ
BUILDING
Breakers
Ducts Insl. qc;,:..Cj'f
Compressor
Final /2--Z-t;, Y
&,h
Ft.. b"d'1-1~;
Pre SL i~U.- . IlL-
Lintel ~ - (1).. ')'1 lL
FRM. q-I~-q4 €>tM
Insul. CL
....., WL
l t-r~L-- Il-l-tic..f KjL-t.-.
Driveway
A-bl)&/.Hk),tJt
tJli.Pb~
'l&o~ ~,oo-qlt {)ILL-
- .-- REINBECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade:
f~b
a.
b.
c.
d.
e.
f.
g.
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
)j{)._ 6-/'/-91
,&'/ t -/"s- - 9--J--
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
Hiems Home
WIND LOAD ANALYSIS
for:
W. A. Neumann, General Contractor
by:
Catalano Engineering, Inc.
4/8/94
Page 1
(/.
1/'} l~
I.) Location:' Pasco C:ounty, Florida
II.) Design wind velocity:
100 (mph)
III.) Construction:
I-story
Fiberglass shingles
1/2" CD plywood roof sheathing
Wood trusses
Hip Roof"
8 II Masonry Block
Slab on Grade, (4")
Stem wall footing
* Ceiling diaphragm not required
Hiems Home
IV.) Geometry
Height of ridge (ft.): 22.5
Mean roof Height = 16.3 ft
Height of eave (ft.): 10.0
Building Length (ft): 65.3
Building Width (ft.): 51.7
Roof pitch ("per ft. hz. 6.0
Roof overhang (ft): 2.0
Longitudinal exposure 1519.9 sf
Transverse exposure = 864.6 sf
Plan area under roof = 3045 sf
Non-Rectangular
Page 2
~
qi,)tII
. v.) Horizontal 'pressure: P = Pv(GCp)(I)
Hiems 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 31.0
. ...........<< ~............... . .
I,. .',-" Transverse Parallel Location
I '..(...\JUV...,.'.'
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
Heighf(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)
Hiems Home
:::r::r:::Zone:::j::::f\ :::lltmym~:: ::,:::::IAtl:Um .:::::mmv9ij::
.......................................................... ...
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
-VII.) Net Uplift
Hiems Home
Roof Deadloads:
(SBC Appendix A)
Element ..... <. Description Weight (pst)
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
.
Height(ft) UpliftPressllre(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
55.67 (ft), Assumes Building Width + 2 x overhang
Truss spacing (ft) =
2 ft
Height(ft) ontributingarea (sf NetUplift (pst) **Uplift per brg. (Ibs)
0-15 111.3 -9.2 -512.2
15-20 111.3 -11.2 -623.5
20-40 111.3 -16.2 -901.9
40-60 111.3 -19.2 -1068.9
Page 5
** Specify hold-down accordingly, FS 'built in' to Mfr's tables.
.IX.) Overall Moment Stability (Overturning):
Resisting Moment: W(l)
Dead loads above slab:
Roof area:
Dead Weight:
Total Weight =
3045.0 sf
11.8 psf
35931.0 lbs
(Neglect overhang; conservative)
Exterior Walls:
200.7 If
10.0 ft
45.0 psf( SBC Appendix A)
Wall height:
Unit weight:
Total Weight = 90301.5 lbs
Interior Walls:
128.7 If
Wall height:
Unit weight:
Total Weight =
10.0 ft
8.0 psf( SBC Appendix A)
10293.61bs
Total Resisting Dead Load =
Total Resisting Dead Load (W) :
Dead Load Moment Arm ( I ) :
Resisting Moment (RM) =
136526.1 lbs
25.835 ft, Width / 2
3527.2 ft-kips
Overturning Moment:
U rft
U(1) + P(h)
Jpll
.. ..Height: 0-15 15-20 20-40 40-60
Roof area: 3045.0 3045.0 3045.0 3045.0
Gross Uplift : -21.0 -23.0 -28.0 -31.0
Total Uplift (U) = -63945.0 -70035.0 -85260.0 -94395.0
Moment Arm (1) : 25.8 25.8 25.8 25.8
Uplift Moment = -1652.0 -1809.4 -2202.7 -2438.7
Horizontal Pressure:
i Height: 0-15 15-20 20-40 40-60
Pressure: 31.5 34.5 42.0 46.5
Contrib. Height: 15.0 5.0 2.5 -17.5
Total hz. Pressure = 472.5 172.5 105.0 0.0
Moment Arm (1) : 7.5 17.5 21.3 31.3
lunit Pres. Moment= 3.5 3.0 2.2 0.0
Hz. Pres. Moment = 231.5 197.2 145.8 0.0
Page 6
Hiems Home
35931.0
90301.5
10293.6
136526.1 lbs
sf
psf
lbs
ft
ft-kips
sf
If
lbs/lf
ft
ft-kips/lf
ft-kips (x bldg. I
Hiems Home
i.... .U --TT_' ...lot' 0-15.......... 15-20 ...... 20-40 .. .. 40-60
...... ...... .
Resisting Moment: 3527.2 3527.2 3527.2 3527.2
x 213 = 2351.4 2351.4 2351.4 2351.4
Uplift Moment: -1652.0 -1809.4 -2202.7 -2438.7
Hz. Pres. Moment : -231.5 -197.2 -145.8 0.0
Overturning Mmt. = -1883.5 -2006.6 -2348.5 -2438.7
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
Hei t: 0-15
Tie-Down ( T) = -31810
40-60
-21066 lbs
15-20
-29429
** Specify tie-down accordingly, FS 'built in' to Mfr's tables.
Page 7
. x.) Shear:
Hiems Home
15-20
20-40
Total
40-60
0.0 19354.01bs
Total shear transferred to sidewall = 19354.0 lbs
Unit Shear:
v=R/b
Unit Shear ( v ) =1
66.41
0.01 374.61plf
199.11
109.11
Unit Shear at Midheight walls (Vi): (Design case)
Total width of openings at mid-height wall :
ft
(Avg.)
17
Length of wall available to resist shear = 34.67 ft
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 = c:::.!ill ft
Required length if non-continuous = D3.D ft
Longitudinal shear:
Height: 0-15 15-20 20-40 . 40-60 Total
Pressure: 25.2 27.6 33.6 37.2
Contributing Height: 10.0 5.0 2.5 -17.5
Unit Hz. Pressure = 252.0 138.0 84.0 0.0
Reaction (R) = 6510.4 3565.2 2170.1 0.0 12245.8
Unit shear (v=RI1) = 99.7 54.6 33.2 0.0 187.4
Tot. opngs. @ mid ht 36.0 36.0 36.0 36.0 36.0
Unit Shear (Vi) = 222.0 121.6 74.0 0.0 417.5
lbs
ft
Required length of longitudinal shearwall = ~ ft
Required length if non-continuous = ~ ft
Page 8
. XI.) Summary:
Hiems Home
Describe the following:
1.) Truss fasteners.
Uplift per Truss = -623.5 lbs
Hughes TA 12 with 5 - 8d x 1-112" nail fasteners, ea. truss connection, (649 Ibs. 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'
(8' o.c transverse)
Masonry: N/A
5.) Other:
~ \~~
" \\\ \
Page 9
APPLICATIOINl FOR PRRtIIT
CI'IY OF ZEPJIYRllILLS
BurII..DIINlG DIlPARTHE'.1NlT
OWNER' S NAME eaA f /L J- M /17l :t.-
,hTj;t\,~~
PliO~E if/ 1)/1'2 --5/95
OWER'S ADD~-:
.1OB ADDRESS .__
LEGAL DESCRIPTION: LOT(S) - '"2....0 H'-.oc:K Sm,OIVISIOINI s"fufA IDA;""
PARCEL I. D. # ,",? - .:Lt,-.:L. / - (J 1..5-0 .... CJ C:J C) 6J () - .9.!J. If
WRK PROPOSED: f--1(ew Construction _Addit.ion __AJ.teration _Repair _Install
__ _.._Sign
__no !I~
De.-IO..li~ ,h
PROPOSED USE:
~le FaDlily
_KIF
_, of Units
_H/H
_CoIaercial
_Indust.
_Swi.. Pool
Other
BUILDING SIZE:
_Restaurant & Health Depart:llDent Approv.:U.
~ 0 ~!J-a.
x
Square Feet.
/..J (
Height
RESIDENTIAL:
COKHERClAL :
ATTACII (2) PLOT PLANS & (2) SEIS OF BUILDING PLMI!S &: (1) SET ENERGY FORMS. **
ATTACH (3) SE.TS OF BUILDING PLMllS &: OJ SET ENERGY FOR!'IS. ~~
':!-':!-COFY OF CONTRACT REQ'U1Il:RRD.
PERKITS REOUP~<)TEn
_BUILDING
$
_ELECTRICAL
AMP Service
Valuation of Total Construction
~ida Pm..'er COrp.
W.R.E.C.
_HECHARICAL
$
Valuation of Mechanical Installation
_PLUMBING
GAS
___.....:1:00F.I'HG
SPECL.\LTY
TYPE OF CONSTRUCTION: _Block ~r<Jllle _Steel
Other
FINISHED FLOOR ELEVATIOlWS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
YES NO
~~~~~':!-~':!-**~***********~*~*****~*~~***~*~*~
RUILDER
COJIn'RAcroR SECTION
') '~ CDfPAIfY W. JJ. ~/YIIl"~ C",1. h-'
State K,;;ert. or Regist. 4# CJ QIZ@';>c .
(). .01 ~ City License Registration #: t./
':!-**~***********************~******~******~ I
Signature
EI.E.CTRICIAN
a\'fPAN1' (hIt\Ih t-A- C/. / Si=-I\...I/. < (l-
I Stat.e Cert. or Regist. 4# ~ ~~"'A S, OOlt. N I
) City License Registration f ~ ~ ~ () ~
*~*********************~********
PLUMBER
Signa t.m:e{A~
COHPAfi /1. c' ~ ~ -im_?
// Si:;;>re Cert:. or Regist. 1#_ {
(A-eu..,?<-r--..- City L,:...cense Registration I a'~n
*******~***************~**~*****~******~**
MECHANICAL / roo C'O'!fP~ K f'~s (-'1 ~A-;y1 ~~
~.. i' 1 i~/ State Cert. or Re ist. f t? t!JSY- (X.
Signature L / - b .. / .-----?.-------. City License Registration t ? /
~/ !"***********':!-*****************.lt~******~*~**
/~ c;,o~
\. ____/ ,,~ roJIPANY fJ J I -V /L-o d T, ""c.
// Stat.e Cert. or Regist. #t 7 rR,( ,(;ot/t~ </'/
Signature' -' ,City License Registration IF '31)
, ***********~*w****************~***~*******
0TlIER
APPLICATION APPROVED BY
/}aMJla ~ a>u--,.,..y
PER.~T OFFICER.
CONDITIO~E ~F PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this per.it ~ay be subject t[ 'deed restrictions" which lay)e lore .restrictive than City
regulations. The undersigned assu.es responsibility for co.plia.,ce with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS I"~r. CONTRAC10R RESPONSIBILITIES
If the owner has hired a contracto~ or contracto~s to u~dertake work; thpy aay be required to be licensed in accordance with
state and local regulations. If tlircbntractor is nDr.,li!"ens~d i:S required by law, both the Oliner and contractor .ay be
cited for a .isde.eanor violation under state laN. !f the ~w~~r or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are ljv~eJ to.~ontact the City of Zephyrhills Building Depart.ent, (8131
788-6611.
Further.ore, if the Oliner has hired a contractor or contrac~ors, he is advised to h~ve the contractor(s) sign portions of the
'Contractor Sections' of this applic~tion for which they Will be responsible. If you, as the Oliner .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 per.itting privileges in the
City of Zephyrhills.
c. TRANSPORTATION IMPACT .EJifS_ ~1'!D UTILITY CONNi~CTION FE_!;.~.
D. CONSTRUCTION LIEN LAw {C~AFrER. 13, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien law - Ho.eowner's Protection
Guide' prepared by the Florida Depart.ent of Agr.culture and Consu.er Affairs. If the applicant is so.eone other than the
'oNner', I certify that I have obtained a copy of the above de~=ribed document and promise in good faith to deliver it to the
'owner' prior to co..ence.ent.
E. CONTRACTOR I S/O\.oJNER' S AFFrr:~VIT
I certify that all the infor.ation in this application is accurate and that all work will be done in cD.pliance with all
applicable laws regulating construction, zoning, ann land develop.ent.
Application is hereby lade to obtain a per_it to do NorK and installation as indicated. I certify that no work or
installation has co..enced prior to issuance of a per_it and ~hat all work will be perforled to leet standards of all laws
regulating constructiun, City codes, zoning regulations, and ~;<nd developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other govern~ental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions I lust t~ke to be in cOlpliance. Such agencies include but are not li.ited to:
f Departlent of Environlental ReQulation - Cypress Bayheads, w~tland Areas and Environmentally Sensitive lands,
Water/Wastewater Treatment
f Southwest Florida Water ManaQelent District - Wells, CYrress Bayheads, Wetland Areas, Altering Watercourses
f Ar.y Corps of EnQineers - Seawalls, Docks, Navigable Waterway~ '
f Depart.ent of Health ~ Rehabilitative Services, Ervlronlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks
f US Environ.ental Protection AQency - Asbestos aba~elent
I :15D certify that, :f fill =~~~r~~l is t~ ~t ~;~~ i~ ~~::d ~"i~~ .~. ~~ a~,2t~..5 ~t is ~nd2r5t0Gd th~t a Jr~ifiig~ pl~~
addressing a 'colpensating volule' will be sublitied which is rrepared by a professional eng.ineer registered in the State of
Florida prior to perlit issuance.
A pertit issued shall be construed to be a license to proceed Nith the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a per.it prevent the Building OffiCIal frol fhereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall bee ole invalid
unless the work authorized by such per.it is coamenced within six Bonths of issuance, or if work authorized by the permit is
suspended or abandoned for a period of six lonths .fter the tile the work is com~enced. One 90 day extension of t}le, lay be
allowed f~r the pertit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection must be logged during eact. six ,on,h period, or the project will be considered abandoned.
WARNING TO OWNER: YllUR FAILURE TO RWlilD k NOi!tE J~ UJiiMENCEMENT tlAY RESULT IN YOUR PAYING TIIICE FOR HIPROVEtlEtHS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR lENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. JOBS UNDER $2,500 IN VAlU 0 NOT NEE~ TO RECORD AND POST A "NOTICE OF COMMEtlCEKENT'.
~~
STATE OF FLORIDA
COUNTY O( __._.~SCf>_. _ .
The foregoing instrument ~a~ ...~, -L l~
befc.re me this 41/),7 , 199-L/ by
STATE OF FLORIDA ~
COUNTY OF __. __ _.l..}.s.(:.CL._ _ .. _'___" __ __.
r.l~ foregcinG instrument W25 ac~r~wledged
befcl}-e me th i 5 LJ I:J,? , 19..5!L- by
who is personally known to me or who has
produced \Pf'YStO.'"'\Cll\l~ ~\~_.____
as identification and lhc. dld/dld n~'
t?l~e an oath.
L'j..,. _roo" ~. --rY'tn v'"
(~ignature)
L.hr~,~-\\ e L. f'r\a ~ 1=-
(Name Typed, Printed or amped)
NOTARY PUBLIC
w . A . ~\e umo.rd'\
who is personally known to me Dr who has
pl-oduced <\)eT~ ,,,\0.\ \ d.. ~ ('\6 \...a. '>~
as"identification and who did/did not
"5..ake an oath. .
t~h... Q.C'- : ~. 1Ylf1~
(SignatLr:-e)
C.h.t.L.."i...-tl.~ L . N\~c"\ r-
(N~me Typed~ Printed Dr amped)
NOTARY PUBLIC
r-'-=--"'" '_'.'~'''_~__'__C'b,"''_~~
B C~,':.,r:_.;~.~"(-~-\.L I-.~C:'~j.\If.,,: :-~}':~\L
t~:~'~f;d:j~~lt~~f;i~~ff::~'1
1:;~~1~f~~~~;;;f~';,;,,:!
tHX.~:X},t;:::J~c:'.':"".. .
VALUATION:
SQ. FT. LIVING:
W.A. Neumann
"iJ "T ......h h_L_ Ih.
6.1S3 ~""rr~
$87,615.00
2,2~
COST/FT:
$35.00
SQ. FT. OTHER:
COp~/FT:
790
_~~~__ $11.00
VALUATION
DRIVEWAY
ADDRESS
$87,615.00
$20.00
$20.00
FEE SHEET
SQ~FT. UNDER ROOF
RADON GAS
TRAFFIC IMPACT FEES
--- ------
99%
1%
$417.00
3,045
$]0.45
$0.00
$0.00
$0.00
PERMIT FEES
- -- --_._.~
BUILDING:
PLUMBING:
ELECTRICAL:
MECHANICAL:
SUB-TOTAL:
CREDIT:
TOTAL:
CONNECTION FEES
-- -
SEWER:
WATER:
METER:
TOTAL:
665.50
67.50
77.75
35.00
$845.75
100.00
$745.75
1,278.00
350.00
165.00
$1,793.00
GRAND TOTAL: $2,569.20
,;1
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5700' (1'./ LOT 13~.
D FOR: SILVER OAKS REALTY
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A.ERE ENGINEERING
REVISIONS
..-
.... _ .. .1IIill1.-
I pepartment of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
I FORM 600A-93, Residential Whole Building Performance Method A CENTRAL .4 5 6 ,
PROJECT NAME: BUILDER:
AND ADDRESS: PERMITl:,lNG
OFFICE:
OWNER:
1. New construction or addition
2. Single family detached or Multifamily attached
3. If Multifamily-No. of units covered by this submission
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 type and area:
a. Clear glass
b. -:rint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (A-value + perimeter)
b. Wood, raised (A-value + sq. ft.)
c. Concrete, raised (A-value)
10. Net Wall type, area and insulation:
a. Exterior: 1. Concrete block (Insulation R-value)
2. Wood frame (Insulation A-value)
3. Steel frame (Insulation A-value)
4. Log (Insulation A-value)
b. Adjacent: 1. Concrete block (Insulation A-value)
2. Wood frame (Insulation A-value)
3. Steel frame (Insulation A-value)
4. Log (Insulation A-value)
11. Ceiling type, area and insulation:
a. Under attic (Insulation A-value)
b. Single assembly (Insulation A-value)
12. Air distribution system:
a. Ducts (Insulation + Location)
b. Air Handler( Insulation + Location)
13. Cooling system:
(Types: central-split, central-single pkg., room unit, PTAC., none)
14. Heating system:
(Types: heat pump, elec. strip, nat. gas, L.P. gas, room or PTAC, none)
15. Hot water system:
(Types: elec., natural gas, solar, L.P. gas, none)
16. Hot Water Credits:
a. Heat Aecovery (HA)
b. Dedicated Heat Pump(DHP)
17. Infiltration practice: 1,2 or 3
18. HV AC Credits (Type in1.etter designation: 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
E PI = Total As.Built points X 100
Total Base points
12a.
12b.
13a.
13b.
13c.
14a.
14b.
14c.
15a.
15b.
16a.
16b.
17.
18.
119.
19a.
19b.
CLIMATE rvr D D
ZONE: 4 U 5 6
JURISDICTION NO.: ~
CK
1. -.-
2.
3.
4.
5. "ltSS' sq. ft.
6. "t- ft. "
7. k-.~ ft.
Single Pane Double Pane
8a. sq. ft. sq. ft.
8b. sq. ft. 3 ZII. 7 sq. ft.
9a. R= ~ , . /'i' I. ft.
9b. R= sq. ft.
9c. R= sq. ft.
1 Oa-1 R= /0, lS"kJ.S" sq. ft.
1 Oa-2 R= sq. ft.
10a-3 R= sq. ft.
1 Oa-4 R= sq. ft.
10b-1 R= sq. ft.
10b-2 R= II 3~O sq. ft.
10b-3 R= sq. ft.
10b-4 R= sq. ft. ---
lla. R= 30 2.1.S{' sq. ft. -_._--~-
llb. R= sq. ft.
R= C. , __ (cond.lei:)i
R= , __ (cond.luncond.)
Type: C,,~ fb'-&'
SEERlEERlCOP: J 0 : O~
Capacity:
Type: H"~ f. (:)fJ-'~
HSPF/COP/AFUE: ? r '
Capacity:
Type: t:Tk1-.
EF: ~ I
"'L-
C J:. , c..v
. ") J
3'10(. ). f,
Jf7~"'Jf 0
Revtew of plans and specifications covered by this calculation indicates compliance with
the Florida Energy Code. Balor slru~~. ompleted. this building will be inspected
lor compliance in accordance." i~L' F.S. ,
-1-
"
. ADDITIONAL TABLES
CLIMATE ZONES 4 5 6
6A-18 HEATING CREDIT MUl TIPLlERS ~HCM}
SYSTEM TYPE HEATING CREDIT MULTIPLIERS (HCM)
Attic Radiant Barrier HCM .98
Multizone HCM .95
---"-- AFUE .68-.72 .73-.77 .78-.82 .83-.87 .88-.92 .93 & Uo
Natural Gas HCM .61 .56 .53 .50 .47 .44
LP Gas HCM .77 .72 .67 .63 .60 ...7
6A-19 COOLING CREDIT MULTIPLIERS CCMI
SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM)
~C_eilir1.9.F~~... ____._. .86' --
Cross Ventilation .95' 'Credit may be taken for only
.
Whole House Fan .95' one of these system types concurrently.
Multizone .95
Attic Radiant Barrier .95
..s
Heat Recovery Unit
S (HWCM) .
Heat Pump
~ 35~U'
.29 .5.
~~==l.~:=-= _.__2ll____ _..~ . _~~__
A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM. SEE TABLE 6A.S. EF MEANS ENERGY FACTOR.
Dedicated Heat Pump
Solar
EF
HWCM
6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (SEE SECTION 6OO)
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
PRACTICE #1 606.1 COMPLY WITH All INFilTRATION PRESCRIPTIVES.
Windows Maximum of 0.34 CFM oer linear foot of operable sash crack (includes slidina alass doors\.
Exterior & Adiacent Doors Maximum of 0.5 CFM per sa. ft. of door area' solid core, wood panel insulated or alass doors onlv.
Exterior Joints & Cracks To be caulked aasketed weatherstripped or otherwise sealed.
PRACTICE #2 606.1 COMPLY WITH #1 AND THE FOllOWING:
Exterior Walls and Floors Too olate oenetrations sealed. Infiltration barrier installed. Sole olate/floor ioint caulked or sealed.
Exterior Walls & Ceilinas Penetrations ioints and cracks on interior surface caulked. sealed or gasketed.
Ductwork Ductwork in unconditioned space must be sealed.
Fireolaces Eauipped with outside combustion air doors and flue dampers.
Exhaust Fans Eauiooed with dampers. Combustion devices see 606.1.A.2
PRACTICE #3 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOllOWING:
Ceilinas Infiltration barrier installed.
Interior Walls Top penetrations sealed or ioints & cracks on interior walls caulked sealed or aasketed.
Recessed Liahts Sealed from conditioned & insulated from ventilated attic soaces.
Ductwork All ductwork located in conditioned space.
Combustion Appliances Be in unconditioned space (except direct ventI. draw air from unconditioned space, exhaust
by-products to outside. Combustion cooking appliances see section 606.1.A.3
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded bv all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK I
Water Heaters 612.1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) I
or cutoff (aas) must be orovided. External or built-in heat trap required. I
I
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have I
i
a Dump 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 3 gallons per minute at 80 PSIG.
Air Distribution System 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 61 O. Ducts in unconditioned
attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in
mechanical closet.
HV AC Controls 607.1 Separate readilv accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilinas-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceilina & floors R-11.
.6-
;;:r--
. WINTER POINT MULTIPLIERS (WPM)
CLIMATE ZONES 4 5 6
6A-10 WINTER. OVERHANG FACTORS (WOF)
r OH RATIO 1 .00-.11 I .12-.17 I .18-.26 1 .27-.35 I .36-.46 I .47-.57 .58-.70 .71-.83 .84-1.18 11.19-1.72 11.73-2.73 1 2.74+
SINGLE PANE GLASS
N 1.00 1.03 1.05 1.08 1.10 1.13 1.15 1.18 1.20 1.24 1.29 1.34
NE/NW 1.00 1.07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67
~I E!W 1.00 .71 .57 .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 -4.06 -5.04
SE/SW 1.00 .93 .90 .80 .68 .54 .39 .22 .05 -.33 -.71 -1.01
..... S 1.00 .95 .92 .83 .70 .54 .36 .13 -.13 -.70 -.98 -1.09
(.)a:
~[ ~ DOUBLE PANE GLASS
N 1.00 1.05 1.07 1.11 1.14 1.18 1.21 1.24 1.28' 1.34 1.40 1.47
NE/NW 1.00 1.11 1.16 1.24 1.32 1.41 1.48 1.56 1.63' 1.80 1.94 2.08
E!W 1.00 .88 .82 ,66 .50 .31 .15 -.03 '.26 . -.66 .1.10 .1.50
SE/SW 1.00 .95 .92 .85 .76 .65 .54 .41 .28 -.01 '.30 '.52
S 1.00 .96 .94 .87 .78 .65 .51 .33 .13 -.30 '.51 -.60
OH LENGTH' Oft. 1 ft. l%ft. 2ft. 3 ft. 3% ft. 4% ft. 5% ft. 6% ft. 9% ft. 14ft. 20ft.+
'TO SELECT BY OVERHANG LENGTH , ~O PAWOF GLASS SHALL BE MORE THAN 8 FT. BELOW THE OVERHANG.
~
6A-11 WALL WINTER POINT MULTIPLIERS (WPM) .- .--.-----.----..
FRAME ( CONCRETE BLOCIC,./ FACE BRICK LOG
INT IluN XT. INSUL R.VALUE WOOD FR
WOOD STEEL NORMAL WT. NOR. WT. 0-6.9 7.0 61N CH
R-VALUE EXT ADJ EXT ADJ R-VALUE EXT ADJ EXT 7-10.9 2.1 R.VALUE EXT
0-6.9 6.8 5.3 9.4 6.7 0-2.9 6.0 3.1 6.0 11-18.9 1.7 0-2.9 2.2
7.10.9 2.5 2.1 4.4 3.3 3-4.9 3.8 2.3 2.8 19-25.9 1.0 3-6.9 1.2
11-12.9 2.0 1.8 3.3 2.6 5-6.9 2.9 1.9 2.0 26 & Uo .6 7 & Uo .9
13.18.9 1.8 1.6 3.0 2.4 7-10.9 2.3 1.5 1.5 R-VALUE BLOCK 8 INCH
19.25.9 1.1 1.0 2.6 2.2 11-18.9 1.5 1.1 .8 0-2.9 3.7 R-VALUE EXT
26& Uo .7 .7 1.4 1.2 19-25.9 .8 .7 3-6.9 2.6 0-2.9 1.2
26 & Uo .5 .5 7.9.9 1.8 3-6.9 .9
. 10 R. Iln 11 7 R.lln 7
.~- - '-- )
/",.
(6A-12 DOOR WINTER POINT MULTIPLIERS
DOOR TYPE EXTERIOR ADJACENT
WOOD 7.6 ( 5.9
INSULATED ( 5.1 4.0
WPM)
6A-1~L1NG WINTER POINT MULTIPLIERS WPM
UNDER ATTIC SINGLE ASSEMBLY
R.VALUE WPM R-VALUE WPM
19-21.9 1.0 10-10.9 1.8
22-25.9 .9 11-12.9 1.6
26.29.9 .7 13-18.9 1.5
30.37.9~6 19-25.9 1.1
38 & U .4 26-29.9 .6
R-VALUE
10-13.9
14-20.9
21 &U
CONCRETE DECK ROOF
CEILING TYPE
DROPPED EXPOSED
1.2 1.3
.7 .7
.4 .3
6A-14 FLOOR WINTER POINT MULTIPLIERS (WPM)
SLAB-ON-GRADE RAISED RAISED WOO[)2
EDGE INSULATION CONCRETE POST OR PIER STEM WALL wi UNDER ADJACENT
CONSTRUCTION FLOOR INSULATION
R-V ALUE WPM R-VALUE WPM R.VALUE WPM WPM WPM
0-2.9 2.5 0-2.9 4.0 0-6.9 7.9 1.8 5.3
3-4.9 -1.7 3-4.9 1.8 7-10.9 2.1 .7 2,1
5-6.9 -2.4 5-6.9 1.1 11-18.9 1.5 .5 1.8
7 R. Iln -2.7 7 & Uo II Hl & Un Q 3 10
6A-15 INFILTRATION WINTER POINT MULTIPLIERS (WPM)
INFILTRATION PRACTICE WPM
SEE TABLE 6A-21
PRACTICE #1
PRACTICE #2
6A-16 DUCT MULTIPLIERS OM
SUPPLY DUCTS IN
UNCONDITIONED SPACE
RETURN DUCTS
IN CONDITIONED SPACE
1.10
1.07
1.06
1.00
1.00
SUPPLY DUCTS IN
CONDITIONED SPACE'
"-A-17 MEA TING SYSTEM MULTIPLIERS (HSM)
~rsTEM TYPE HEATING SYSTEM MULTIPLIERS IHSM
Central Heat f- HSPF 6.40-6.79 6.80-6.89 6.90-7.39 7.40-7.89 7.90-8.39 8.40-8.89 8.9-9.39 9.4.9.89
Pump Units HSM .53 .50 .49 .46. .43 .41 .38 .36
_. HSPF 9.90c 10.39 10.40-10.89 10.90-11.39 11.40-11.89 11.90-12.39 12.40 & UP
-" - "-------- HSM .34 .33 .31 .30 .29 .28
PTHP COP 2.50-2.69 2.70-2.89 2.90-3.09 3.10-3.29 3.30-3.49 3.50-3.69 3.70-3.89 3.90-4.19
-- HSM .40 .37 .34 .32 .30 .29 .27 .26
Electric Strip 1.0
G~s &J,.,P ~1!llm_.__..,. .___~_____.____ 1.0 (See. TabJe 6A.18 for Credit Multiplier) --------
MINIMUMS: CENTRAL UNITS-AIR SOURCE SPLIT SYSTEM 6.8 HSPF, SINGLE PKG. 6.6 HSPF, WATER SOURCE 3.8 COP, GROUND WATER SOURCE 3.4 COP, PTHP SEE TABLES 6.6 TO 6-8.
1 FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE
SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R.VALUE NECESSARY TO PREVENT CONDENSATION.
.5.
.6
.6
.6
BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
T
'WlNTER CALCULATIONS
en
en
c(
...I
Cl
N
NE
E
SE
S
SW
W
NW
H'
BASE
WINTER
POINTS
.15
COMPONENT
DESCRIPTION
EXTERIOR
:::l ADJACENT
c(
==
AREA
1.1
1.8
[I EXTERIOR
g ADJACENT
o
~.4J
5.1
4.0
Cl
Z
::;
W
u
UNDER ATTIC
OR SINGLE
ASSEMBLY
a:
o
o
...I
U.
-1.9
- .2
CUMATE.ZONES . 5
GLASS I SINGLE-PANE OR DOUBLE-PANE I WINTER I AS-BUILT
AREA x WINTER POINT MUL T. WINTER POINT '.1u.L T. x OVERHANG = GLASS
CLEAR T1NJ2 CLEAR IN'P\. FACTOR (6A-10) WIN. PTS
N ~'U 9.6 9.6 5.6 6.1 III ~ Stt. ""1
NE 7.4 7.3 3.5 4.2
E ..,1 . '"1' - 2.2 - 2.0 - 5.6 - 3.6 I I, (Q - lol.~
SE -10.3 - 9.7 -13.4 .10.4
S w:a. ~" .10.9 .10.2 -14.0 -11.0 :If-1 _ &.11'.5
SW .- -10.3 - 9.7 -13.4 -10.4 ..
W r..,., .I'l~ .2.2 - 2.0 - 5.6 - 3.6 .1..l1> '- '..,1.1
NW 7.4 7.3 3.5 4.2 I
H' -32.1 -28.0 .27.0 -21.5/
I
t:' ~- '2.. ," !,,":--'l -... l- ID L. ~
~ &.1ft: ":'-'.0 -It... 0 2.' ..1 .
,J c:: - Z'r... -'c... !,.I
..
ADJUSTED
= GLASS
BASE WP
T
AS-BUILT
GLASS
SUBTOTAL
-
COMPONENT
DESCRIPTION
AREA
T
, t b..s-
0.0
T
~~~
II
I i~ 'I ~ ~ ~
INFILTRATION
4.1
FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE.
T
HEATING
SYSTEM
2FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAY BE
USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT.
4.
5tJMMER POINT MULnPLIERS (SPM)
CUMATEZONES 4 5. 6
6A-1 SUMMER OVERHANG FACTORS (SO =) FOR SINGLE AND DOUBLE PANE GLASS.
~r OH RATIO .00-:11 .12-.17 .18-.26 . :1-.35.. .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+
N 1.00 .94 .91 .87 , .83 .79 .75 .72 .69 .62 .56 .50
NE/NW 1.00 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36
.....a: EIW 1.00 .95 .92 .8& .78 ..70 .64 .58 .52 .42 .33 .26
frlo
~l SE/SW 1.00 .93 .90 .81 .72 .62 .55 .49 .42 . .33 .27 .22
S 1.00 .91 .87 .77/ .67 .57 .50 .45 .39 .32 .28 .25
. Ofl 1 fl. 1'.1, fI ~ 3 ft. 3'.1, ft. 4'!,fI 5'.1, ft. R'!, fl. !I'h fI 14 fI .20~
"To select bv Overhano Lenath. no oart of olass shall be more than 8 ft. below the ovemana.
6A-2 WALL SUMMER POINUWJ..TIPUERS (SPM)
6RA~ ( CONCRETE BLOCK' .' L FACE BRICK LOG
~. cAI.INSUL R-VALUE WOOD FR
WOOD. STEEL NORMAL WT. NOR. WT. 0-6.9 2.9 6 INCH
R-VALUE EXT ADJ EXT ADJ R.VALUE EXT ADJ EXT 7-10.9 .6 >> R-VALUE EXT
0-6.9 6.4 2.2 8.9 2.9 0-2.9 2.5 .9 2.5 11-18.9 .4 0-2.9 1.7
7-10.9 2.3 .8 4.1 1.3 3-4.9 1.4 .7 .7 19-25.9 .2 3-6.9 1.1
11-12.9 1.9 .7 3.0 1.0 5-6.9 1.0 .6 .3 26 & Up .1 7 & Up .B
13.18.9 1.7 .6 2.B 0.9 7'10.9 .8 .4 .1 R.VALUE BLOCK 8 INCH
19-25.9 1.0 .3 2.4 O.B 11-18.9 .4 .3 0 0-2.9 1.0 R-VALUE EXT
26& Uo .6 .2 1.3 0.4 19-25.9 .2 .2 3-6.9 .6 0-2.9 1.0
26 & Up .1 .1 7-9.9 .4 3-6.9 .8
In 1. lIn ? 7 Rolin .7
6A.3 DOOR SUMMER POINT MUL TIPUERS SPM) C~.'~D MUL TlPUERS (SPM)
.- SINGLE ASSEMBLY CONCRETE DECK ROOF
DOOR TYPE EXTERIOR ADJACENT R-VALUE SPM R-VALUE SPM CEIUNG TYPE
WOOD 7.2 2.4 19-21.9 1.1 10-10.9 3.0 R-VALUE DROPPED EXPOSED
22-25.9 .9 11-12.9 2.7 10-13.9 3.0 3.3
INSULATED 4.B 1.6 26-29.9 ...L 13-1B.9 2.4 14-20.9 2.0 2.1
30-37.9 C .6 '..) 19-25.9 1.8 21 & Up 1.4 1.3
38 & Uo .4 26-29.9 1.1
:m 1. lIn n!l
6A.5 FLOOR SUMMER POINT MUL TIPUERS (SPM)
SLAB-ON-GRADE RAISED RAISED WOOI)2
EDGE INSULATION CONCRETE POST OR PIER STEM WALL wi UNDER ADJ~CENT
CONSTRUCTION FLOOR INSULATION
R-VALUE .--8@M R-VALUE SPM R-VALUE SPM SPM SPM
0.2.9 \ _''11 CL~ 0-2.9 -1.0 0-6.9 0.9 -5.8 5.3
3-4.9 -31.B 3-4.9 -1.7 7-10.9 -1.1 -2.B 2.1
5-6.9 -31.7 5-6.9 .1.7 11-18.9 -1.0 -2.2 1.8
7 Ro Un -~ 1.1> 7 & Un -17 1!1& Un -n!l -HI 10
6A-7 DUCT MULTIPLIERS (OM)
RETURN DUCTS RETURN DUCTS
R-VALUE IN UNCONDITIONED SPACE IN CONDITIONED SPACE
SUPPLY DUCTS IN 4.2-5.9 1.14 1.10
UNCONDITIONED SPACE 6.0-6.6 1.10 1.07
6.7 & UP 1.09 . 1.06
SUPPLY DUCTS IN 4.2-5.9 1.10 1.00
CONDITIONED SPACE' 6.0-6.6 1.07 1.00
6.7 & Uo 1.06 1.00
6A-8 COOLING SYSTEM MUL TIPUERS (CSM)
SYSTEM TYPE ._'-. COOLING SYSTEM MUL T lPtIERS '(CSM)
Central Units (SEER) Ratina 7.5-7.9 8.0-8.4 8.5-8.B 8.9-9.4 9.5-9.9/ 10.0-10)t, 10.5-10.9 11.0-11.4 11.5-11.9 12.0-12.4
CSM .45 .43 .40 .38 .36 l .34 .32 .31 .30 .2B
PTAC & Room Units (EER) Ratina 12.5-12.9 13.0-13.4 13.5-13.9 14.0.14.4 14.5-14.9 15.0-15.4 r-r.r::l- 1 5.9 16.0-16..4 16.5-16.9 17.0-17.4 17.5 & UP
CSM .27 .26 .25 .24 .24 .23 .22 .21 .21 .20 .19
MINIMUMS: CENTRAL UNITS-AIR COOLED SPLIT SYSTEM 10.0 SEER, SINGLE PKG. 9.7 SEER. GROUND WATER HEAT PUMP 11.0 EER. PTAC-SEE TABLE 6-2
13.8
10.9
6A-9 HOT WATER MULTIPLIERS HWM
SY~TEM~ TYI:'~____ ---~- HOT WATER MULTIPUERS HWM - -------- ~_.
Electric Resistance EF _ .80.e8l -,132-.83 .84. .!&.. ..Jl!l~"87 _c@"@_ ..-"~-.93_ ..JM:.~ ...rl & Up
----._---._---- ~~~.._~--
HWM 3879 3785 3695_ 36]9. ~ 3~.?7 _ 3411 3302 n3209
Natural Gas EF .43-.47 .50-.51 .52-.53 .54..55 .56-.57 .58..59 .60-.61 .62'.63 .64-.65 .66& U
HWM 2974 2558 2459 2368 2284 2205 2132 2063 1998 1938
LP Gas HWM 3638 3129 3009 2897 2794 2697 2607 2523 2444 2370
1 FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOOD ASSEMBLIES SEE
SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULA TED ONL Y TO THE R.VALUE NECESSARY TO PREVENT CONDENSATION.
.3-
. SUMMER CALCULATIONS
N
NE
E
SE
S
SW
W
NW
en H'
en
~
Cl
CUMlCTE ZONES 4 5 6
GLASS ~ SINGLE-PANE T DOUBLE-PANE 1 SUMMER T AS-BUILT
SUMMER POINT MUL T. OR SUMMER POINT~. X OVERHANG = GLASS
AREA CLEAR TINrz CLEAR rTlNrz FACTOR (6A.l) SUM. PTS
N ~.R. Z I 51.0 51.5 47.8 43.5 ~ T'fIK: \
NE 77.2 76.6 71.7 63.4
E H~." 109.2 107.1 102.0 87.3 ~ ~'l,
SE "NIl 112.9 110.3 104.1 89.4
S 100.2 98.3 90.9 78.8 ."ii. '2J.. l.~ 0
SW 112.9 110.3 104.1 89.4
W 7Z. o() 109.2 107.1 102.0 87.3 .k~ I <<; Ii f.I, .X'
NW 77.2 76.6 71.7 63.4 I
H' 367.7 303.3 324.6 \.238.1/
'-"""
~ .., ,/0,1- h~ Sz.. 2 ':I; .'), ~
~ ~ '9 ').foR' ,~C ~A -'
v/ ~ >>7. ~ ,.~ ;/-, ,"; ~
.
.15 x
.15
COMPONENT
DESCRIPTION
EXTERIOR
::l ADJACENT
oC(
~
rn EXTERIOR
g ADJACENT
I Vo~1
4.8
1.6
Cl
z
::i
W
u
UNDER ATTIC
OR SINGLE
ASSEMBLY
.6
.6
.
11l:~ I
COMPONENT
DESCRIPTION
.
I ;~: b
~':,
.
-'to ~
BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS.BUIL T CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE.
.
.
SLAB (PERIMETER J C, I -31.8 - "'O"~.8' I 0, J - "/. 9 I- I A~ ..." ()
a: RAISED (AREAl -3.43 .
0
0
.....I
"- FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FlOORS USE AREA OVER UNCONDITIONED SPACE.
INFILTRATION
10.9
COOLING
SYSTEM
HOT
WATER
SYSTEM
NUMBER
OF
BEDROOMS
'1
TOTAL COMPONENT AS-BUILT SUMMER POINTS
.
TOTAL
AS-BUILT x x x
SUM. PTS.
1-.
.
3P' '1". Z-
AS-BUILT
HOT WATER
SYSTEM DESC.
'H '" HORIZONTAL GLASS (SKYLIGHTS)
'FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF APPENDIX C. TINT MULTIPLIERS MAYBE
USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TINT.
-2.
..
C E N T R ALP E R M I T T
PASCO COUNT\/, FLOR IDA
CONTF<ACTOR 4*:
NAME: W (.~ NUEMANN CaNST.
ADDR: 6253 HUNTINGTON
C/ST: Z/HILLS
FOR:
C:HECV # 4.804
ACCNT
11 l~
TOTAL AMOUNT:
COt1F'l\lY ACCOUNT CENTER
8450 - 363000 - 2
:27.40
AMOUNT DESCRIPTION/PERMT DATA DRICR
27.40 ****** SOLID WASTE FEE 60
RECEIVED BY
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DATE: 06/14/';:-'4
PACiE~ 1 OF 1
1. ~=;SUE OFF ICE: D
RECEIPT NUMBR: 00215202
OFFICE: DADE CITY
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PASCO COUNTY, FLORIDA
Permit No.
Date Permitted
Builder Name/Owner Name
County Parcel No. . /
Location
Subd.
Classification/Type of Use
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT D
Rate $
Zone No.
Sq. Ft./U nit
Prepared By
Impact Fee Amount $
.-:-c,,......,;:
The above impact fee has been establisll,edpursuant to the-Pasco CQllnty Transportation Impact Ordinance as adopted
by the Board of County CoIlllllissiol1ers. This amount is payable PRIOR to the issuance of a Certificate of Occupancy
or authority to utilize the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT D
RESIDENTIAL
NONRESIDENTIAL
No. Units
J
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)
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
f ,",~
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
Green
Bldgllnsp
feecal:ce
C
E
I
Catalano Engineering, Inc.
CIVIL. TRANSPORTATION. STRUCTURAL
July 22, 1994
94-13 5.02
Mr. Roy Burnside
Building Official
5335 Eighth Street
Zephyrhills, Florida 33540
RE: W. A. Neumann Construction
Heims Home
Dear Mr. Burnside,
W. A. Neumann Construction, Inc. wishes to utilize a fiber reinforced concrete for the
subject slab in lieu of the welded wire fabric which is currently specified in the
construction documents. The fiber used will be glass or plastic (nylon, polypropylene,
polyethylene, polyester or rayon) having a specific gravity in the range of 0.09 to 2.50 and
a fiber diameter of 0.0002 to 0.0150 inches.
This practice is common to all types of construction including residential homes and I have
no reservations in specifying its use.
I hope this information is adequate to document the revision within your files and to allow
you to continue with the inspection process.
Thank you for your assistance in this matter.
CC: W. A. Neumann
812 S. Lakeview Road · Tampa. Florida 33609. Phone/FAX (813) 877-4004
'. .
C
E
I
Catalano Engineering, Inc.
CIVIL. TRANSPORTATION. STRUCTURAL
August 9, 1994
94-13 5.02
Mr. Roy Burnside
Building Official
5335 Eighth Street
Zephyrhills, Florida 33540
RE: \V. A. Neumann Construction
Heims Home
Dear Mr. Burnside,
W. A. Neumann Construction, Inc. wishes to utilize Composite Masonry/Steel Lintels as
manufactured by Powers Steel and Wire Products, Inc. in lieu of the precast/prestressed
lintels currently specified on the construction drawings. This product has been accepted
by the Metro-Dade Products Control Division for use in this application.
I hope this information is adequate to document the revision within your files and to allow
you to continue with the inspection process.
Thank you for your assistance in this matter.
CC: W. A. Neumann
ringl Inc.
812 S. Lakeview Road. Tampa, Florida 33609. Phone/FAX (813) 877-4004
. ,
C
E
I
Catalano Engineering, Inc.
CIVIL. TRANSPORTATION. STRUCTURAL
July 22, 1994
94-13 5.02
Mr. Roy Burnside
Building Official
5335 Eighth Street
Zephyrhills, Florida 33540
RE: W. A. Neumann Construction
Heims Home
Dear Mr. Burnside,
W. A. Neumann Construction, Inc. wishes to utilize a fiber reinforced concrete for the
subject slab in lieu of the welded wire fabric which is currently specified in the
construction documents. The fiber used will be glass or plastic (nylon, polypropylene,
polyethylene, polyester or rayon) having a specific gravity in the range of 0.09 to 2.50 and
a fiber diameter of 0.0002 to 0.0150 inches.
This practice is common to all types of construction including residential homes and I have
no reservations in specifYing its use.
I hope this information is adequate to document the revision within your files and to allow
you to continue with the inspection process.
Thank you for your assistance in this matter.
CC: W. A. Neumann
812 S. Lakeview Road · Tampa, Florida 33609. Phone/FAX (813) 877-4004