HomeMy WebLinkAbout00-9756
BUILDING PERMIT
-l)
91,5
BUILDING
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09756
P~G
P'"perty Owne' ~~ e~~ .
Job Address: ~ ~ ~ _ ~-=--
Pamell.D. # :3 '1--< -- --~/- 0-.20 - '.flZJV=-roOO 7
Radon Gas: t'b. 7~
a()~'7-, c:y u- - A er:9;;z.. ~
AS'
ELECTRICAL
Date
9-/6
MEC~ Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
~rgy Code:
C\ ~ .h~)
Descriotion of Work
NO OCCUPANCY BEFORE C.O.
FINAL I t)../
C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
~ ~~--
/ -,- .W tntL.
Cb-
~
~~-
~
(elep?
Inspector
Valuation or 0 q. 7
Contract Price If J / fi!
.
City License Registration # ~b
State Certified License#
BUILDING
ELECTRICAL
PLU~
./
MECI-lA I\J1CAL
Ftr. . l
Pre SLB 9 (,0, 00 51
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00 I 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.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
.g d 14 (o,,0T(L~\.JL Ti~ ,,(
?7 7~~ N ;;:.wll~ul.""- fI\!.
ALuk.Al ,,-S\J \r-^- 1-~~-\&2-
SQ. FEET PRICE.
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $ -Sq J7 'j ." L,;::.,~f'(l.ALT
~....l L n:.....
BUILDING: $ q 7. :5 tJ
CREDIT: $ N}tt
ELECTRICAL: $ /./5_ O.~
PLUMBING: $ N hrr
MECHANICAL: $ ,'0 I f'\
072 Sf; \~ RADON $ ~ : 72--
~<l\PrL
It i j~r. 7- 7-
\ .,
J\", In
I
T I F '8 ,I $
APPLICATION rOR PElUaT
CITY or DPHYRBILLS
BUILDING Dl!:PARTMZNT
A. VIE:
kJ/ 7
DATE RECl!::rvED l?ffY /au
PLANS REV:IEW i'EE
PHON~/ ~~-:n
~
OWNER'S NAME G/h4tlJl} !-loll I ? O/'..!
JOB ADDRESS '377 v-f N&l//:t>/1/\
.
/YlI-l,(.
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION C;(lIHv~ I-iDru ZOtV
PARCEL ID # 1Lf-'Z5"-?-f - 00/0- 0/300 - 06Dry
WORK PROPSED: ~ CONSTRUCTION o ADDITION
(OBTAIN FROM PROPF.RTY TAX NOTICE)
o ALTERATION 0 REPAIR ~ALL
Os I GN
PROPOSED USE: ~L FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
D INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~~;rt /NV~
OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRI PTION OF WORK .<:: C--/LC~tJ /ltJ[)jJ1 J
,
BUILDING SIZE 1],1< 50
Cfil2l'l/lL-r r (/-{l{)Ofl"\.
,
SQUARE FOOTAGE t,12-
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
~ILDING $ ?'!f(7. Or VALUATION OF TOTAL CONSTRUCTION
~ECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W. R. E. C. will{ {71-1c.D
] PLUMBING
J MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION
J GAS D ROOFING D SPECIALTY 0 OTHER
TYPE OF CONSTRUCTION: D BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
SIGNATURE
~/l~rUd
.
COMPANY et/--I (OfJ~nlu,--r/()fv nF CI~J.JIRI/L-- PL-.
STATE CERT OR REGIST # cBCo 51'7 f"z...
CITY PROCESSING # Z{..
BUILDER
******************************************************************
SIGNATURE
~
A.
~
COMPANY Ac..(5 (; LEc..T/2..Jt'
STATE CERT OR REGIST #
CITY PROCESSING #
ELECTRICIAN
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
***********~******************************************************
MECHANICAL
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
**************************************************************~**
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
OTHER
*****************************************************************
.-.
.~
WtI
CONDITIONS OF PERMIT AI!.l!l.LJKv..
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restcictions" whCco
may be more restrictive than city regulations, The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor
violation under state law, If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 613-766-6611.
Furthermore, if the owner bas hired a contractor or contractors, he is advised to have the
contractor(sl sign portions of the 'contractor sections" of this application for which the,
will be responsible. If you, as the owner signs as the contractor, yoU are indicating tha'
you, rather than the contractor. are responsible for the work, If the contractor wishes
yOU to sign as contractor that may be an indication that he is not properly licensed and i.
not entitled to permitting privileges in the city of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D, CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDEDl
I certify that 1. the applicant, have been provided with a copy of "Florida'S construction
lien Law _ Homeowner's protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs, If the applicant is someone other that the "owner", 1 cerify that I
have obtained a copy of the above described aocument and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in thie application is accurate and that all work will
be done in compliance with all applicable laWS regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, city
codes, zoning regulations, and land development regulations in the jurisdiction, I also
certify that 1 understand that the regulations of other governmental agencies may apply to
the intended work, and that it ie my responsibility to identify what actions I must take t<
be in compliance, Such agenciee include but are not limited to' 'Department of
Environmental Regulation-cypress Bayheads, wetland Areas and Environmentally sensitive
Lands, water/Wastewater Treatment
.southwest Florida Water Management District-wells. cypress Bayheads. Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-seawalls, Docks, Navigable Waterways
'oepartment of Health & Rehabilitative Services. Environmental Health unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental protection Agency-Asbestos abatement
I also certify that. 1f fill material is to be ueed in Flood Zone ,,~ or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
~ssuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes
nor shall issuance of a permit prevent the Building Official from thereafter requiring ~
correct10n of errore in plans, construction, or violations of any code, Every permit
i~sued shall become invalid unless the work authorized by such permit is commenced within
s1x.months ?f iesuance, or if work authorized by the permit ie suspended or abandoned for
per10d of S1X months after the time the work is commenced. One 90 day eKtension of time
~y b? allowed for the ~ermit with fee charge of $15,00, The extension shall be requeste,
1n wr1ting to the Build1ng Official, An approved inspection must be logged during each s
:onth per10d. or the project will be considered abandoned.
ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSU
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOB~ UNDE'
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
.~ -z~ ORiN
SIGNATURE: ~WNER OR AGENT
STATE OF FLORIDA j)
COUNTY OF j A5CO
The foregoing instrument was acknowledged
Before~e this =rL- day of ~l/&U 5 ~ -:t/fI.2(X)O
by ~Uc.E P ~ A-<;'B~/" ~ ,-
~ame of person acknowledged)
GrWho is personally known to me, or
Owho has produced
~type of identification)
and whoOdid ~id not take an oath.
~ A~ (])Jd2
signature of person taking acknowledgement
Bl2tL~ A. AJa';L
typed, printed or stamped
A ~ eruce A AsbIll
*~; *M'i Commission CC748677
~1".~ expires June 22. 2002
-~tff\"-
Name
)j 5 73 0, tb-R
SIGNATURE: ONTRACTOR
STATE OF FLORIDADPrS .
COUNTY OF r ~ (.0
The foregoing inslqument wa~cknowledged
Beforfb me this day of (]Yj1~ l' )!IIIl2Q
by .J2R~:: tl. A<;/l,';t.; ,-
~~(name of person acknowledged)
~o ~s personally known to me, or
o who has produced
(type of identificati
and who Odid ~not take an oath
~.AU.l A - rkLQ
signature of person taking acknowledgmel
git~ A. A-5{3/;L
Name typed, printed or stamped
A ~ aruce A Asbel
*&~My commissiOll CC748871
,.., ~ June 22. 2002
08/02/00 WED 10:35 FAX
~001
B&H CONSlRucnON OF CENTRAL FL. INC.
401S Moms Bridac lload
fREE ESTIMATES ZcpbyddDs. n 33S43 1.800-224.1206
Licensod-BoDdc4e1Dswecl. SkirtiDI.. StlCfS. ltoomA44itiOD$-AJumimIm-Conc:rctc ,
Lot .. 7 . Subdivision .J 7?:l 'I /Vet,! i6:u1f /I ~e GItAA/d /-A, A' I Z 0 AJ,f
l-p II) 9i'e.~~. Glass Room Walls
s...... a..,~ _EAx_
~ Color ",.u. + + + .. UFlC_
Trim ColGf .1l~~~ltooC .. -;- l.IFx_
-
~ CcNClf'
All ahamuII= root. U1~: hDs. trim. o..a.r Mile:
Do~ )lC,) ..... 2:lc4 ....., Sbiq:I. Flub. -
a-Pwd..LJ.... ft l..Oftl..2lLSq Fr .. .z. 7j - J .IS .:Jo~,Sl; LIp SWUIa --..LiLUF x 6.24 /t/.E I k
_PlIbS_Ft LOIl&--Sq" x 2.75 -3.1~ . Raftet lWIin&- _UF 1l. l~.60
Pans_FI LoIl,---Sq Ft x z.. 75 - :US Step b1J.Jq -_EA x 72.80
_Puu_Fl LGI1,,--S<i Ft ~ 2.1$ - 3.15 o.raa- Doot.-A_J. -_70_EAx
Valance_Fronr._~.i:!Z-UF :If. J.64 ~Jli'. "'0 Garaae Door ~ _x_fAx
Gutter on Home' .~9_LIF ~ 3.75 l!Jj~, ~ ~:
0abIe Beam Work on 'rou' Load --1.'.60 ALUMlN\JM Tor Ai.
2)(7 SM Beam Ufx ..61
lx9 SM Beam _VF l( 6.76 CoDCme and Brick Woric
A~ClllS$ Door fA lit 62.~ P8tio SJ. -- ..LtL.x-I- '" ...l:2.. Sq Fl x 2.00 /41 ~/cO
Mis.c: Pacio Slab :1i-XI..lli!.Sq Ftx 2." I ",CD
-..--
Patio SJ-b. .... !-f-X ".4!lLSq P't x 2.00 ~ ,CO
SCREEN R.ooM WALLS Side Walk _ x - Sq Fe x 2.00 , ~-
1..ap K.P .1.4.. ... E + ...il...-. + _ ~ ~ '1.UF.. 23.92 /"'.., . ~ Dmeway ~ -~Sq'lX 2.00 "'C
Sa-een Door InctudeJ: ~_lt_-_Sqft)l, 2.00
CIOMI' and Threshold--- -L-EA x 7'.00 71io.O Air ~ Slab_" .._Sea r1' x 2..00
Gabk: fill - oac side -- _LIf Jl 12.41 Itaisod Ublily.v.- _ t'i7r-- .-.2L-l 111" 30.00 .:?1i'K(j 0
I"su1a&e Kick rIMc-- UFx 3.00 bleed Pallo, CoIIna_"~ - _Sq Pt lI\ 6.75
hn Barn (NG( Wmo)-- .....L- x S2.00 1'.:1.,0" . Railed Pedo' e.rses_JC_ .._Sq F't:lt 6.1S
UTILITY ROOM Ow.t'pcr.P'I'c:.o.n_l(~" _l.JF ~ 1.&0 ~ll ,"0
fOOl.W ('JtU~-~L/F 1( 3.S0
hnShed + .. + .. l.IF lit 21.01 FOClCICI' (SkiniD&) ... .., ILJ.....LIF 'JC 2.50 ~ (j.,Av"'O
---~ .
With 21tl AJwn ot 2x4 W* SnMb 16~ OC I Trad S1ep - EA 11: 51.00
Lap E~~"'.L'" '3...+_. .1.!J.JF x 21.08 ~:- , 2 TI'eI4 Slip . , :L.EA x 116.00 1SJ~.~~
Elixir Door and 1 Window---L x 114.80 /:2"/,Bt) lTriia Seep _EA x 114.00
~ ElixQ- Door 1 Window_ x 34&.40 Step Pb&tf...1lioo _EA lC 175.00
Slider Win~w (~Idfa) I l( 46.80 -LX" .,RS Bridt Sk.iniu MP. S Hi8Ja
8'IC Shiel6-------~.-- -Z. UF x 4.16 Ova'S per a,.. Course c::barge _ LIF x 1.60
Mise .. $pUt Brick Air St8ek -_VF II; 8.00
Split 8rick Solid Jl1LVF x 9.00 .1S'.2. co
VINYL ROOM WALLS Ow. 5 P<< '''' Course charge 1k- LIF " 1.10 /tJ(),S'O
Vinyl Walls~ oj. _ + _... _.c _Ufx_ fill DiJt- _Loedsx -
ln5i~ Ki<:k Pl~.-- _Llf'x 4.45 Ptarea . ,~ --- //JOA:JO
-
~ Top insidt' ~d our ~-_Llh12.41 ~
Flor'id8 GllLO;S"--.---- _Ufx 8.32 --,-.;::
IR$UIa&e Top And Boxtom-- _UF;I{ 4.4S ~';N f...,( D.....1)\ y_ IR_ Concrete ..~
Ootft Include (2) 2 Trw;k Units p.te X fi -:)..~p 0 AJuminum
Thttlholdan4 CklAr-_ EA x 119.60 PemUl
Mjs.c ,:it/{ Tc:o 7lF~nr ~~ Tax
tE~(;/;U4'.~/A/. Total n ..,. LC6
~
.,,, ~ ... _~...,,...,..... at _,..,. J\ PDfAJfC&CHAAOa .r...."'.- __ wGI_-.4
.... ..'......;4 __ilia ___ NfNUAI. ...QlHTA08&AD GP 'n6'" .....,... _lt~.........-
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12 I....
2' x 2' 2' x 3'
.p'I' H[[ GH T /SPAN ~p1 HeI GHT /SPAN
, - I 3' '6' - 8'
, -
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f 120'
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~p~ HCIGHT/SPAN
- 4
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9"
2' X 9' X . 072 X . 224
_ ,-,-224
SX-,. 0
p"" HCI GHT /SPAN
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". ~r-l -~0.50" ,
- -:0.50" ~ 't
SX.. 3' SX-. "
I 2" I I 2" I
2' x 3' Tit t 2' x 4' TI ( t
'dP'l' HCIGHT/SPAN 'dP"" HeIGHT/SPAN
i' - -
J' - -
- -
, - -
- -
- -
- -
J' - J' -
4"
I
12~]
SX.. 98
I
~044
2' x 4' S. M. B.
~"" HCI GHT /SPAN
,.. -
. - '
7"
8"
e' )( 7' S. H. J.
j
j
e' )( 8' S. X. I.
_ -,-224
sx-e. '4
SX-4. H
I
L.062
I
L.072
dP+' HEIGHT/SPAN
riP"" HEIGHT/SPAN
"I"?' -
4 -
, -
,.
,.
9"
.i.M.B. J
I 1
~072
2' X 9' X . 072 X . 31 0
S. M. B. J
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_ -:-J70
SX-6. 77
'd{>'I' HCIGHT/SPAN
- I I
TYPJ CAL ALUMJ NUH COLUMN & B~AM D~TAJ LS
TABL~S FOR SCReeN ROOMS & ROOFS ONLY
C. JJ leAH SPANS HAY Ie JNCReASeD lOX VHeN CONTINUOUS oveR
INTeRIOR COLUMN SUPPORT
e; 04LL ICAH SP,J,HS ASSUHC LATeRAL PURLlNS (l'xl') , "'. rRAHCD
ACROSS Roar, eACH POST IN SCRCCNeD SIDC VALLS
]) YALUCS HAY Ie INTeRPOLATeD rOR INTeRHeDIATe LO/GTHS OR SPACINGS
DA VI D NDRRI S CNG/ NCCRI NG
DCSIGHCD TO '97 STANDARD BUILDING CQDC
peR CHAPT. J 606 rDR J J 0 HPH VI NJ)
Pg, 1 -A
eXPI Res I4f'7CR reI. I, ' OJ
eDC[ B[AH SIZe
2 x 2 X . 0<44
Po tf 0 Cxt.
2 X 3 X . 050
Po tf 0 Cxt,
2 X 3 X . 050
Ti I t x t.
Ti I t [x t.
2 x 6 X . 055
x . 1 20 S. H. B.
2 X 7 X . 062
x . 1 20 S, H. B,
2 X 7 X . 062
S.H.B II/I NSCR T
; X2;'/S ~l~.
2 X 9 X . 072
X 224 S. H. B.
EDGE BEAM SPAN TABLE
HAX/ HUH COLUHN SPAC/ NG - YtIJfr7~uf{(;1N
ROc.r PAN SPAll (INCL. ~ rT. 0, H...J
4'
-<4
, -2'
, -J 0'
'0'-0'
" -J 0'
8'-8'
13' -
J 4' - 1
9' - ~
10' - 0'
1 9' -0 '
PO' -10'
-j rJ.' O/H (T YP. )
~
Q ~
e; III
~ g
~
I/rf'/FT. (MIN.)
12' AL. Rao, PANS
SPAN
f,'
~'-~'
6'- ,
7' -B'
8'-8'
6'-10'
7' -B'
II' -B'
J2'-10'
8' -7'
9' -7'
J 6' -7'
1 8' -2'
J8'-JO'
?O'-R'
~DG~ B~AM PLAN
R'
"-0'
-r-=sr-
6'- 0'
7' -9'
6' -1 '
6'-JO'
10'-:>'
11 ' -6 '
7'-8'
R'-R'
14 -10'
16'-3'
J6'-JO'
J 8' -6'
el -e'
e3'-3'
10' I.'
4'-6' ~'-2' 3'-11'
5'-c' 4'-9' 4'-5'
6'-:r "-10' 5'-6'
7'-J' 6'-" 6'-2'
:>. -I y -e' . -10
~: =:~ .5' -10' ~~ =~~
10' -6' 9' -e'
7' -0' 0' -e'
7'-10' 6'-10'
13'-7' 12'-7' 11'-9'
14'-11' 13'-9' J2'-10'
15'-5' J4 -4' J3'-5'
16'-11' 15'-8' 14'-8'
J9'-<4' 17'-10' 16'-9'
eJ'-3' 19'-8' J8'-<4'
cv -:> 1 tJ' - 1 I I - tJ
ee' -5' cO' -9' 19' -5'
cc -0 cO -':/' 1':/' -6'
e4'~O' 23'-0' 2J'-7'
,.
-j rJ. 'O/H (TYP. )
I/rf'/FT. MIN. )
~
....
~ ~ ~
~ g ~
~ ~
SPAN SPAN
If.'
3'-r
4' - ,
:5'-2'
5' - 10'
4' -I'
5'-c'
/' -OY'
8'-8'
.,. -':/'
6'-5'
J J ' -J '
1 e' -2'
1 e' -8'
13'-J1'
1:>-U'
17' -<4'
16' -8'
18' -4'
1 8 -6'
20' -5'
I R'
3' -6'
4' -0'
.' -1 0'
5'-6'
of' -rf'
4' -J 0 '
I' -rf'
8'-2'
5' -6'
6' -] ,
10 -6
11 ' -7'
1 -0
1 '-2'
'_0 '
1 '-6
I -10
] 7' -5'
1 I -6
I OY' -4'
C~NT~R B~AM PLAN
CENTER BEAM SPAN TABLE
HAX/HUH COLUHN SPACI NG - SIHPLC SPAN
CONTINUOUS
RI ,n, PAN Sf 'AN
CE:NTCR BE:AH SIZE: 5' 6' 8' J 0' J 2' <4' , J 8'
2' x6 x. o 55x. J 20 if-r I J' -Ii' ll'-JO' J 0' -8' 9' -9 -0 ' - , 7' - J J '
Sf'! f Ho tl n.o Cxt. ,_ , J 5' -0' 1 3' -0' 1 I' -8' , - , , -1 , , - , R' -R'
2' x7' x. 062x. I eo I' - 15' -7' 1 3' -.~' 1 2' -0 ' , - 0'- , - , 9' -0'
Sf'1 r Ho tl no Cxt. 18'-10' 1 7' -1 ' 14' -8' 1.1' -P' , - - 0'-6' 9' - J 0'
2' x7' x, 062x. 120 el -6' 19' -7' t 7' -0' 1 5' -1 ' , - , 2'- , I' -11 ' 11 ' -4'
Sri r Ho tl n~ [xt. 23'-6' 21' -6' 18' -7' 16' -6' 1 " -2' 14' -0' 13' -1 ' 12' -<4'
."./Insrrt
2' x8' x. 07ex. 224 ee'-8' eo -/i' 1/ -JJ J 6' -0 ' 1 4' -7' 13' -6' , - , 11'-/1'
S,.( r Ho tl no [xt. 24'-10' 22' -8' J 9' -7' 17'-f.' 1 6' -0 ' 14'-10' , - 0' 13' -0'
2' x9' x. o 72x. 224 25'-2' 22' -11 1':1'-10' 17' -9' 16' -2' I 5' -0' , - , 13 -3'
Sf'! r Ho tl no Cxt. 27' -6' 25'-2' 21'-':1' I 9' -f.' 7' -9' 16' -5' , - , I 4' -6'
NOT[,
VAl..un /'jM IC INTCRPOLATCD FOR INTCRHCDIATe LeNGTHS OR SPACINGS
DA VI D NORRI seNGI NeeRI NC
DeSIGNeD TO "J7 STANDARD IUlLDINC COOC
peR CH.4F'T. 160' FOR I I 0 HPH III ND
Pg, 1 - B
eXPI Res AFTeR FCI. 1. '01
INTERLOCKING ROOF PANS
ROOf' P.4N (.4LLOY JoaJ H-If)
ff
I
't' V.4RIES~
12"
rJ
I
't' - .OJ2-......
12"
Ao'.U SPAii
41rDUII.
.OJ2 .608 15'- 6" 18'-6"
r
I
.0.J2 .J.U 11'- 0" IJ'-O"
10Tr: P.4NS /J.4Y O'rERH.4NG 1/5 OF S//JPLE SP.4N, (UP TO J' /J....x.) SP....NS M....r BE INCRE....seD 2"
FOR E.4CH 12" OF O'rERHANG. CONSULT AN ENGINEER FOR
GRE.4 TrR O'rERH....NG.
J" ST1WCTUR.AJ. .AJ.U".
ItOOF S YS TEIJ .'
Z" 5.". 1IC.4JJ (SEE CHARTS)
(Z) 1/4" OIA.I/ J 1/2' sr. THRU
IQ'. TS
J 1/1' X I 1/2' X 1/1'( 8.ASC W/ (2)
1/4' OIA. TAPCaNS ()ll COUIY./'POST wi
(2) 1/4" OIA. 1/ J 1/2" S n.. THIN lOt. TS
- roI' ()ll SlOC "OUHT ALLottCD-
,l.LUIJ. IMSC IHSERT
W/ (2) 1/4" OIA. X 2 1/4' TAPCONS
(Z' WN. -DlBCD. TYP.) SECURe ALU",
ca. W/ (2) 1/4' OIA. THIN,OI. TS
f~~ ~~s ~:~~c. SUJ1
(sa PAGe I-H)
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T.S.
H
opeN I 3' -I' 14' -0' 14' -4'
IUJ L.N H(j ,014' J ~' -I' 13' -0' J 3' -4'
J J ' -I' It' -0' It' --4'
PART! .AJ. J I ' -I' J 2' -0' It. -.'
ENCL.OSED ,014' 10' -I' I I' -0' JJ . -.'
M.JJL.D!NG 10' -0' J O' -.' 10' -"
eNCL.OSED J 3' -4' J 3' -I' J.' -0'
I(J.f.L.DING ,014' II 0 HPH J I' -0' J t' -.' 12' -"
110 HPH J J ' -4' J J ' -I' 12' -0'
ROOF A TTACHMENT NOTES
FASTCNER TO BE DETERMINED
B....SED ON CONST1wcnON OF
HOST STRUCTlJRE
/to S.M.S. X I 1/2' " 8"
O. C. IN TO IKlOO
J:JB
(2) /10 " 16" O. C. INTO W....LL STlJDS
J:JB
(2) ftO X 2" " 24' O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
IJB
1/4'_ TAPCONS " 8' D.C. ST....GGERED INTO CONe.
W/110 S,M.S. THRU REC. HEADER INTO P....N BOTTOM
fJ.fllE:.. 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2' MIN. EMBEDMENT INTO WOOO
* REPL....CE ALL DETERIORA nNG
1KlOO; w/ F....SClA SECURED
TO R....FTER (TRUSS) TAILS
DA VI D I<DRRI S eHGI HeeR! HG
DeSI GhCD TO '" S T AHDARD IU/ L. DJ NG CODe
PeR awT. J U6 FOR 110 HPH '0'1 HD
Pg, 1 - D
ex,.! RES VTeR reI. /, , 01
· POST L~NGTHS AND SPACING FOR WALLS
SUPPOR T I NG SOL I D ROOFS (1 2' SPAN+ 1 ' O(H) '*
· 2 DIHeNSIONAL LOADING - COHllNeD AXIAL (ROOF) ,
leNDI NG (VI ND) LDADI NG. rOR eACH ADDITIONAL rOOT
Of' ROOF SPAN (OR oveRHANG) > J 3' REDUCE POST
SPACI NG BY 8X OR FOR EACH rOOT Of' ROOF SPAN
(OR oveRHANG> ( J3', INCReAse POST SPACING IY 8X.
POST NDHlNAL
VALL
sIZe HeiGHT
f' xl' )(0, 040' J'
"
2')(3')(, O$)' OR J'
f' 1 P' V/(U C "
"
I If' X2 1/1'1 . 060' J 0'
2')(3')(.070' OR 7'
"
f'Xf'VlWC "
I If' x.! I It' X . OU' 10'
7'
1')()')(o,06Q' "
9'
10'
7'
l' )()' xC, 093' "
9'
10'
J'
1')()'xC. In' "
9'
10'
SCReeNeD VALLS SOI..l D VALl.S
POST SPACING POST SPACING
" _'I I' - 0'
4'-0' '- 0'
".-0'
"-0'
"-0'
4'-0'
6'- I
4' _J'
3' _JI
3' -J'
"-3'
J' -0'
, _$1
4' _'I
J I' -0'
" -0'
, -0'
" -0'
e,oo PSI CDNC.
GRADe
~i!~'
3/'1 DI A. REII4/?
" LG. THRU
POST
. .
8' HI N.
oJ'
12' Dl A.
of
" RCII4/? CDNT.
POST FOOT! NG VeTA! L
N. T. S.
NOTD THC ABOVC DCSIGN VlLL
CARRY A CONTRI BUTARY
L DAD OFt 50 S. F;
100 S.F, FOR H=30',
AND 150 S, F. FOR H=36'
THK'ND SLAB eDG~'DeTA!L
N. T, S.
DAVID NORRIS ENGINCERING
lJ€SIGNeD TO '97 STANDARD IUlLDING CODe
PCR CHAPT. 160' rOR JJO HPH VIND
Pg. j-C
CXPI Res. AF'TCR rn. J, , OJ
(OPT.) " STEP rASCI A V/ 'lOX I'
, H' a C. CR
2' X 2' X O. 040
STlrreNER
NOTe, rQR OUTSIDE SPANS>
USE 2')(3' (VeRT.)
OR 6' STep rASCIA
V. HeAD
RODF PAN
, X J' X 2' X O. 060'
INGLe CLIP V/ (2)
II 0 X '/1' V. HeAD
~HS. EACH VA Y.
TYP. SCCTlON DCTAl LS
No T. S.
I! X AL. UH. cor.
(J) J/4' DJA. XI 1/4' CONe.
OR rltPcON , 14' a c.
NOTE/
It r CORNERS USE (J) J /4' 01 It.
X 2 J/4' LA. D/~ ,
4' (HAX.) rROH CORNeR.
~J x 2 ALUH.
lASE PLio TE
I' X I' X I /1 " X I!'
'/ALUH. CLIP V/ (I!) '10.
X 1/2' rCK SCRCVS I H
CA. DJRCCTlai
4 .
... . .t. ...
.. ~ :' .' :4 ~ ~ .. ~"
.. . .
. .:.' ..
#. .
I . ..
','. . . 4
SI..DPC NIH. 1/4'/rr.
(I) J/4' DIA. srL..
rlRU 6a. rs <Trt'. )
1 X ALL.H KAH
3 X 3 ALLH ca..
NO"/ rHC KLOII JlCSI GNS III L.L. CARRY A calrlflllJrARY
L.04lI (T 154 S. r. - Nell ." X I' rru. (100 S. r. - CXIST. 4' $L,u)
ALLH JAse I HSCRT V/ (I) 1/4' II It. X I 1/1' TAPCaiS
, (I) 1/4' IIA. rHR(J 6a.rs
OIl
I' X I!' X 1/" ALLH ANGLe 11/ (I!) 1/4' DI It. X I! 1/4' TItl'CON
elt. SI JIC (T cr:x../H{ 11/ (I) 1/4' DI A. rHRV lOt. TS
Q!
3 1/1' XII/I!' XI/I' IfCCCVIN<1 ~
'0'/ (/!) 1/4' VA. X 11/4' rltl'CDHs' (I!) 1/4'" rHR(J 6a.TS
Qf1
ALL. (T rHC AXJve -""Y Ie ctN*:CrCD TO IICX1D HCAJ>C1f
IY sunrl rVTI HG (4) '10 S. H. S. (I' HI No CIUCDJ I'OR TItl'Cr;ws.
..~. ,(rUit/;: ;:;:;:.::~HJ :;e;
eXISrlNG 4' CONC. SL.AI V/ NO CRACKS III THIN 30' ()f' POST
{}B Nell rHK' NO I' X I' HDHO rOOTI H(j V/ (I) " CONT;
(}/1 VOOD DECK V/ OIL. I X , 0(/ No ) peRI HCTER HeADeR
/:Il1H
see DETAl L JJCLOV
VHeH HOST STRUCTURe IS HASDNARY
, J 0 X '/8' V. HeAD SHS
THRU Roar PAN RI seR OH
12' ceNTeR INTO STlr,.CHER
A T eACH eND or RODF.
I' X " POST SHJIIN
4-'10 XI' S. H. S.
Kif ,.OST INTO
INTCRJOR SCltCtI SPLI/oCS
I' X ,. {70{ lACK
rr !'LltTr
. . ',-..,'...'
(J) 1/4'" X 21/4'
CaiC. A. I. CR rAPCON
, 24' a C.
KICKpLATe DR CAIANA SKIN (H/H. O. OJ 9')
ATTACHeD V/ POP RI vcrs OR 'lOX 1/2'
S. 14. S. '16' C. C.
Cxr/tV.JICD HCAJlCR V/ 1/4"
X I! J /4' r~ , "
a C. STAGGCKD
~
~
I
PANS
~
MASONARY / HCADCR
A TTACHMCNT DCTI1.1 L
No T. S
POST CONNfCTIONS
(CARPORTS / o.-eH ,.ATIO) .,
DAVID NORRIS eNGINeeRING
DeSIGNeD TO 'J7 STANDARD IU/LDIHG CON
PeR CHltPT. I '0' FOR I I 0 HPH VI HI)
Pg. j-F
No T. S.
eXPIRes Al'TeR
reI. I, '01
ItOOO STlJO
ItOOO STlJO
P. T. Pt.A Te
GR'D
P. T. PLA Te
Z"
T (lJ/H.)
WOOD CONSTRUCTION - REQ'D SOIL SEPARA TION
N. T.S.
Z' 0" UIN UIH. ZM>O PSI CONCRETe WITH 'x,- 1OX10 It: IKU.
~ SL~ OR FlIlERJJESH (T"rP/CAL)
I I.." EXISnNG SUJ1 J
-
.:,... .... ,...,....(. '.:.'1
!LA T $LON / NO f'OOT1H(J
," X ," W/ (1) ~ CONT.
1"/17. - J"/17.
IZ" X '" W/ (I) ~ CONT.
J"IFT. - '"1FT.
TAILS ADDRESSING EROSION
N. T.S.
DAVI D NORRIS EN(jJNEERING
DCSIGNCD TO '" STANDARD 6UILDING CDDE
nit awT. J 60' rOR J J 0 Hl"H III ND
Pg. )-
SH~~ T
No.
EXPIRES AFTER rEA J, 'OJ
REV/SED 3-1
-~
1 ov
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA nosl CARPORTSJ SCREEN ROOM~ POOL ENCLOSURES & DETAILS
J
SECUR. ALUMINUII PANS TO TOP PLA TF
Of' VlO WALL W/ /10 X I 1/2" S.II.S. 2
12" o.C. (AND SECUR. .NO WALL \of7fT.
STUD TO HOST STRUCnJRE W/ /10 X J"
. 12" o.e.)
"fl, A.lUM. PA.NS
I/O X 1 1/2' S.I.(.S.
O.C. INTO 2 X 4 PlArr
S~oPE
~r. 1ol1/'l.
1/4'!'
8'
WAX.
OBL. 2'x4" TOP PLA rr
(I) 2' X 4' (If' CONT.)
2'x4' 11oOOO STUD
WALL 24' O.C.
$/'" nl/ 11oOOO SlOiNG OR
\olNl't OR ALUII. SIDING OVFR 1/2" PL Yo W/ u
. '"/12" o.e. .O<<S / /HTFRII.
It . J" O.C. rill It ALONG ALJ.. H.AOERS It PLATFS
(FOR SHEAR It UPUI'T) RO'LACCS HURR. CUPS
J/8' Oil.. CONe. A.B. OR 1/4"' TAPCONS
.24' O.c. (2' M!N. EIIBro.)
11oOOO PLA TF
OPTIONAL SHEARWALLS FOR:
- -
,~ ~
NOTF: ONL Y SHEAR WALLS Ie LOAD B.ARINO
WALLS R.QUIRE HURRICANE STRAPPING
HURRICAN. ClJP T. It S. Of' .A. 1t'ALJ.. STUD
. 24" 0. C. (WAX.)
use SHEARWALJ.. STORM BRACC-X PA. rTFRN
'MTH II.H. ST1fAPPIHG W/ (I) &:f . CA. STUD.
(OR)
use STORM BRACC 1/8" TH.RIIOPl r .t NAILCO
peR liFe.. spec'.. W/ HURR. CLIPS P.R ABOYf:
SECURE ALUII. PANS
W/ (J) "0 s.1I.s.hAN · $" oPE
O. c. ('rrl>. . E.... ENO) 1oI1M' 51-
/df'f.
I.
, .,
rro. ocrM'
'J[ I-if
N.W OR .XlsnNG
4" 2500 PSI CONC. SLAB
SECURE ALUIIINUI.( PANS TO TOP Pl,A rr
0; VlO WALL (AND .NO WALL VFRnCAL
ro HOST STRUCTURE) W/ /10 X 2' S.1I.S
. 24" O.C.
J" STRUCTURAL AWII.
ROOf' SYSTni (TYP.)
" --- BeAJ/
ATTACHro . TIdI wi CAPR! CLIP
OR CA~7tE ClJP (seE Norrs BeLOW)
I" X 2" PURUN)
I" X 2" OPENBACK W/
1/4" 0/"" CONe. A.B. 0 24" O.C. (MAX)
(I) A.B. . CA. POST (2" MIN. .MSCD. - TYP.)
OR 1/4"' X J 1/4" TAPCON
~T . ,~.~.: ;,.;<:. ~'~::.!:':'. · FOR WOOD DECK
1 ::.:.~ ";':. (SEE NOTE BELOW)
I 6" I NCW OR CXISnNG
r--1 4" 2500 PSI CONC. SLAB
,,/lIONO. FOOTFR (TYP.)
,-~ CONT (TYP.)
ROOF A TTACHMENT NOTES
FASTENfR TO 8E DfTERMIN[O
8AS[O ON CONSTRUCnON OF
HOST STRUCTURE
1'0 5.M.S. X I 1/2" 0 S"
O. C. IN TO WOOD
f)fi
(2) 110 0 /6" O.C. INTO W~LL STUDS
f)fi
(2) (10 x 2" 024" O.c. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
f)fi
1/4"' TAPCONS 0 S" O.C. STAGGERED INTO CONC.
W/ 1'0 S.M.S. THRU RfC. HEADfR INTO PAN BOTTOM
liJllI.:.. I 1/4" MIN. EMB[OMENT INTO CONC.
/ 1/2" MIN. EM8[OMENT INTO WOOD
* REPLACE ALL DETERIORA nNG
WOOD; w/ FASCIA Sf CURED
TO RAFTER (TRUSS) TAILS
it
* FOR WOOD DfCK: USf /10 SCREW
X J" LG. (THRU WOOO DECK INTO
BEAM OR HEADER) 0 24" O.C. MAX.)
USE (2) /10 X J" 0 fA. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L I" X I" X .060" W/ (2)
I/O X J/4" TEKS INTO f~. F~Cf
f)fi
C~Sn.f CLIP:
L / 1/2' X 2 1/8' X .050" RfC. CH~NNEL
W/ (4) 110 X J/4" TEKS INTO 8EAM OR OPEN 8ACK
<< (2) I/O X J/4' TEKS INTO fA. S.M. 8. OF coe
THIS STRUCTURE HAS BEEN DESIGNeD IN
ACCORDANCE ~TH THE '97 STANDARD BLDG.
COOE ~TH ALL REVISIONS TO
CHAPT. /606 FOR 1/0 MPH ~ND V[LOCITY
~D AFTER 2-/-0/
DA VlD NORRIS ENC/NEERING
1/2 COLEMAN RD.
~N TER HA'rf:N, Fl.. 33880 Pg. 2 _ [
(883) 299-/048
-l<
I
/09
1<
..
..
~o I
>1
{e4VE tu/tlf Fdte! ~ /
56 CA/? //1../6/.: /? / /U1
~ -1
I I
.--
..
- ---
t'
Pic /1
-r
107
to
l'
,;
l-(j
:s
't ~
~ a
~ ,~
~ ~
\~ :t
~
'---
~ ~ ~
t- ~ ~
~ <"- ~
'-J~~
It) 9
. ~<
..
(pO I
Pic /156 ic4UE {A.J/ill )-Idtc! CA.J7'/:V5E /< ;/(Ji
f
I
1<
i~ -1
60 I
>1
107
~.
'"
\:\,j
:s
~ ~
~ G
~ ,~
~ ~
\4.) '{
~
'-
~ ~ ~
\- ~ <J.::
~ '" ~
'-J~~
, - ~<
/
109
..
~o I
PLel15G fC-,4vE tv/if( rid-tel C/CJ?,/~5E~;/Ur
f
1<
!~
I
-1
to "
>1
IO?
i
;'
1-lJ
~
~ ~
~ ()
~ ,~
~ ~
\D '{
~
"----
~ ~ ~
\-. ~ <;t
~" ~
'-J~~
STATE OF FLORIO,'
COUNTY OF PASCO
THIS IS TO CERNY n-:.r r E '
TRUE AND CORRECT COpy C '; '.. H FOREG?ING IS A
OR OF PUBLIC RECORD IN 0 HE DOCUMEN r ON FILE
HA . I . l'iIS OFFICE. WI~S MY
AN OFFIC Al Sb\L T!-iIS:L.S:..~y OF
JED"M ",2~
AN. CLm JF 'IRCUIT COURT
BY
EPUTY CLERK
11II11I11I11 II111 1111111I11111111111111111 11111 11111 11111I11
2000117033
Rcpl: 441674
DS i '0, 00
09/15/00
Rec: 6.00
IT: 0.00
Dpty Clerk
JED PITTMAN PASCO COUNT V CLERK
09/15/00 03:1lPm 1 of 1
OR BK 444'1 PG 1138
NOTICB OV CO~H'C;EK.I3HT
St. tel' t r:J-Ollf DA County of fA SC CJ
7ul \,HOC/lSIClHClO horeby 91v.o notio. that l'/IIpl'ovo/llont \1111 b. ludo to ~;)rt,JLn
r.,Jl prQpertf' and in accordano. ..,1th. ChaptU' 7lJ, rlorldo StotuteD, the
Collo....~n9 1n orr;\atlon 1, prov1d.d 1n thh Not1e. ot Convnonenlllcllt,:
I. .sLf-. 2-5 - 21 - 0010 - Of 300 - ocxJ'7
t-or '7
. r.. tl
"
Ctller.1 Ocstrlptlon of l.provu"nt
P II- c /:::.4 (3 E
) .
OHn'or rntnrnlitlonl thmo GIlA/v;} J.lOI2/Z'~"; fYl./-I. f.
/od<.J r u. ?/772-'-f MJ--lJNl ,qvi! C1 ty --Z-EPt/y/l HI /.,c5
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