HomeMy WebLinkAbout00-9827
BUILDING PERMIT
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Parcell.D. #~'I. 4-.5- .:l1-(JO.lt) -- 0/ ~iJi> -rJ /?,q (.~
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09827
Date
1/J-/7-ou
,
ME~CA~
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Wor
f)~
NO OCCUPANCY BEFORE C,O.
FINAL
/j - - ({JJC!)
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
~~~Ut~~;~tn P~~c. II, ~.;( 'I. ti!
~
Inspector
Permit Fee . ~/ ~ "7 :L
~~ r~' Odd(
Company
Address
S'
BUILDING
ELECTRICAL 'R
PLU
G
~.
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB IO....?_~-OC!) '5 R
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
~JtJr~~ IO'-(:i!-O() ~~
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) 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.
APPLICATION !'OR PEmaT
CITY 01' ZJ:PBYEUlILLS
BUILDING DB:PAan.fZNT
DAD RECB~OQ
PLANS REVIEW FEE
OWNER'S NAME (Pf!A/V'f) ;-/'(J(U 7 oN (fl./-I. f .
JOB ADDRESS -:3 7~ t/7 Lfl~.A.L-~ a-c-.
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL ID # .1'-1,2-5 -").. I - 0010- Ol? 00 - 0 '7 '3 0
WORK PROPSED: ~ CONSTRUCTION o ADDITION
(ORT~TN FROM PROPERTY TAX NOTTCEl
OSIGN
o MOVE
OALTERATION
o DEMOLISH
o REPAIR
o INSTALL
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBI LE HOME
[!}<:; A/.....v~ I "'-" V M
OTHER
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
BUILDING SIZE
/2 )( bl.o
SQUARE FOOTAGE
c ,If /lJ16~'-
b'7~
HEIGHT
DESCRI PTION OF WORK RA((,/~l? sc../lcr;!J [ltJOtvl, VT/ '-'I TI( /2. oo;Yl
r '
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION,
PERMITS REQUESTED
~LDING
urELECTRICAL
o PLUMBING
o MECHANI CAL
$ II ft-L/, Lff
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
OW. R. E . C . wI tz.C s t-JtEtl
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
SIGNATURE
COMPANY El H COfJSr}l.v(../l OIV' Or-- CI"~lVrfl-/1'- f:-L-..
&. jJ STATE CERT OR REGIST # ~c..O ~ r z...
I 00t.t..tR. CITY PROCESSING # 2" ""7 AJ~1f; ~e~T eJ?i)N"t;::
5-fc..+t (rL.rt, J '.0 ~ ~rt='& ~
************************************************* ****~***~**~~*
BUILDJ:.R
SIGNATURE
~ 1-1.
atuI2
COMPANY IkE ~U3 c. TIlt c..
STATE CERT OR REGIST #
CITY PROCESSING # /17 (j)1t... ~.
ELECTRICIAN
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
PLUMBER
SIGNATURE
**********~*******************************************************
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
lirfECHANICAL
.*........*..........*.*******~****************.**************~*.
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
OTHER
************.***.***************************************.****.***
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
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, 813-788-6611,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) 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 thai
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 AMENDED)
I certify that I, 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", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to conunencement,
E, CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this 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 I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take tc
be in compliance. Such agencies 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
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" 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
issuance.
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 a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced, One 90 day extension of time
may be allowed for the permit with fee charge of $15.00, The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING 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, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
A 1~ JU~
SIGNATU~~ OWNER OR AGENT
~ 7?~
SIGNATUR~ONTRACTOR
STATE OF FLORIDA u/\ ~;-
COUNTY OF L-nv ~O
The foregoing ins rument was acknowledged
Before me this day of ()C-T()I3JZ.1l- ,..4IfI...1g::Jo
by 13L-
~narne of person acknowledged)
~ho is personally known to me, or
STATE OF FLORID~ t) 5" C
COUNTY OF 0
The foregoing instrument was achnoWledged
Before me this --1-daJ of ~CTD E;JI- , .. ~Oo
by l?nuLE ,4., SBI;
(name of person acknowledged)
~ is personally known to me, or
and whoD did
B~ A. 4UJ
Signature of person taking
acknowledgement
Dwho has produced
(type of identification)
and who Ddid O:iid not take an oath
~A,~
Signature of person taking acknowledgment
Dwho has produced
(type
Ddid not
of identification)
take an oath,
---13rLuc t"
Name typep,
A. fJSf5EL-
printe;..c;i ..o.L^i&ed
'"",. . . cr:t4flJfl
#'~:.. ., ".' ,.' ,mis$lOll
* .,.,.'
.., .c,.,,-,,June22.2002
~ '~r;,.~ &;;Jov"......
4Jt.,,,," .
B (2. u U:
Name typed,
ff. 45 B&/.--
printed or stamped
" Bruce A Astlel
'""6' Uu eommission CC748677
*1iiI*...,
~.; Expires June 22. 2002
.~..'"
60-14 C~S\t'2-\JL-rr~N
L-OT 7? ~ ~2~
SQ, FEET PRICE .
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $
BUILDING: $ / 2-D. 0 '\:-
CREDIT: $ tJ I tPJ
ELECTRICAL: $ ~?: oC
PLUMBING: $ tJJn
MECHANICAL: $ J,
~7L- RADON $ 0,7'-
T1F'S :1 $ tJ 1ft
/7-0
~~ )
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I~-P
-;5. / ,7-z.-
~ .-. L....,
~ L 6-r\fr
$) I~) I .7 2-
020' ---
---..
---
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. 08/28/00 MON 13:34 FAX
B&H CONSTRUcnON OF CEN1RAL FL. INC.
4<W Mom" Brldp Ro.t
FREE ESTIMATES ZephyrJD11s. n 33543 1-800-224-1206
@002
tiecnsed-Boftded-m.w.cs · Skirtma," S~ .Itoom Addhioas. A.luminum.Concrete r
Lot ~ 7.:3 . Subdivision Jl/A:"~~~.'" A~. ~....u<I ~~/Z""u
("--
Lap lD LJ ~ \. t...Q...J
Pac Color
Trim Color
&e:u%l Color
All ah/ilhUlIC roo" includ.~ his. Trim. Ouaer
~ 3x3 PoIu. bot ..... Cd SlUJaaJ. flML
(l' ~(..c;1e \~)
-
.._-
5Z...-Palts~Pt Lon&1.USq Pr x 2.15. J.15
_Pwl5_R lAne-Sq fl x 2.75 . 3.lS
_. ._.p~__~]t Lotl8__Sq Fr lC 2.7S. J.tS
Pu\S_Jt Lonl_Sq Ft l( 2.7S - 3.1S
V&lanc;e_From__kar~Uf x 3.64
G'Jl"(et' on Home ~6 L/f x 1.1S ..
Gabw Bam Work on Front l.cled -119.60
2...7 SM Bcam_ UF x 4.61
21(9 SM s...m l.IF x 6.76
Aocess Door- EA x 62.40
Mif-c
SCREEN ROOM WALLS
L..ap KP ...!.. + iL .. h!.. · ___ - liLIFx n.92
Sa-eat Door I.ncludcs:
Closer .".1 Thresholcf-----L...EA x 71.00
IJabt. 'Fill. on. sid\!' -.- LIP x 1~.4'
Insulate Kid. PIII1e--- ~ x :'-00
F.,. Beam (Not WiJ"Cl)-- _ x 52.00
UTILITY ROOM
i>tUl She4 .. + + - t..J1: x 21.01
Wilh 2~ Alum -~ 2~ Woo4 Siiids 16"" OC
Lap El(f<:r 1.. + ~ + L ilL :z!m..LIF x 2a.08
Elixir Door &M 1 Win(Jgw.- 2x 1:l4.1O
Dnuble Elixir Doot 1 Window _ x 348-40
Slic:m Window (Extra) -'-X 46.10
Bus Shielcf------...-.-.- _ UF X 4.16
Mise
l,go;? ,,m,
78. ~()
~~4. 4A
I~~v.-'I!!:
4FL.,~
VINYL ROOM WALLS
Vinvl W~ls; ... ... ... '" LlFx
lnsi4e Kick p~:_=-= lIFJl4.4S
L~ "fop inside .I'd our ---- _UFxI1.48
Florid. Olus------- _VF l( 1.32 .
Insulate Top ISDd &nom-- _LIF x 4.45
Doa-s ln~lude (2) 2 Tt1'ek Units
Thl'\!Shold flnd CIO!'er~-_EA. x 119.60
Mise
r .
Gu Room Walls
SIDP Kama W'UldOWJ _'E.A )(_
Walls of- + ... .. l./F x
1l $yItcm IDsQlatcclllooL- + -:::='-lJF ~
Mic
Lap Sidioc UF X 6.24
. ttah4 ~... . --L/F x lS.6O
Step Ibi.ling. EA r.. 72. so
OInt- Door .. - _x..-J.^ Jl
~Doclr HMder-- _x_EA Jr.
,v Mj~
I
ALUMINUM TOTAl UQzC/.qr>
Co:oc:mc aDd Bride Work I
htio Slab ~"..L2.....-" ~Sq Ft Jl 2.00 /9,2,00
hcioS~-- ...z......~.....!.l.el-Sq Ftx 2.00 &.2~4<1
PaUo SJab--- x - Sq F't l( 2.00
sw. walk ' - of' x ~~ .~Sq Fl)( 2.00
Driwway .- ~'" ... ..H'.t:.-Sq FIll. 2.00
Driwway.;-flai1s-- ~"..11......12:L~ ft x 2.00
~C~~~Slab~x-._SqFt~ 2.QO
~ 'Oftlity ArM- I 112" ,,3 112'" JO.OO/Or~o
bised Pllio 6 C<MIdC$/..t x1L-.. .211. Sq Ft x 6.7 S /U~. (>>
RaiJed Puio 6 COUI'Ie$_lC:_ - _Sq Ft Jl 6.75
Ow.- 6 pc' tt per Cours1- x...il... .. ..LRL..1.1F x 1.80 ~ ~
Foow (1x12~-.....fZ..L/F x :uo I~ ,f)t.
footer (Skinia&) --~---~VF x 2.$0 I.. A.
I Tned Step---- ~A , 5'.00
2Tra4~ --~e^ ]I. 116.00~~~' (;1(>
TTniia Step a .....-- _ EA It J 74.00
_~tl.. ' -_EA X 175.00
Brick SkittiDC :-tax 5 Hip
Owr $ pili' a pw ~ c;bar,e _ LA x 1.60
Split8rickAir S",,*- ---_VF x 8.00
Split Brick Solid---- w~LIF x 9.QO -..m~O(J
0Yc 5 per tt1* eaur- Clbarp ..1......1.1F '" \.&0 .r?:t, 1'"0
Fill Din -L-Loads x.i$,Do ;1'S"rOO
~~ . -----.--. -1_ ~ -
Mise: _
S,9V'JC.,(.a .0. &.nQ~QL~...
~te X 8' ..~&-f)O ~
r:/f;c TO' ?Ir~n> ~~
- ~A;;;,__,;..,~~Jto/.iV9_
Concrete
Aluminum
p el'T1'\i t
Tu
Total
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SX-6. 77
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TYPICAL ALUMINUM COLUMN & B~AM D~TAILS
TABLCS FOR SCRCCN ROOMS & ROOFS ONL Y
[, J) IeM SP"'HS HtI Y IC I NCRCASCD lOX VHEH CClHTI HUalS OVCR
I HTCRI OR COLI.JWoI SUPPORT
2) tIoLL ICM SPA.HS ASSUHC LATCRAL PURL/HS (l'xl') , ~. rRAHCD
"'CROSS Roar , CACH POST I H SCRCCNeD SI DC VtIoLLS
3) V"'LI../CS HtlY Ie IHTCRPCIL"'TCD rOR IHTCRHCDIATC LCNGTHS OR SPACINGS
, -
I
s.H.B'iJ
I ~'l
~072
DA VI D NDRRI S CNGI HCCRI HG
DCS! GNCD TO '91 STANDARD IUILDI N(j CQI)(
PCR CfWT. J 606 rOR IJ 0 It"H VI ND
CXPIRCS AFTCR rea. J, 'OJ
.12~
J
'1
Pg, 1 -A
CDGC BCAM SPAN TABLC
HAXIHUH COLUHN SPACING - fY/!h ~ufur
ROC. F PAN SPA N (f NCL. IiItIi )
E:DCE: BE:AM SI ZE 4' 1'.' 8' 10' 14' 6' 1 B'
2 X 2 :). 0 <4 4 -4' , - , $'-0' 4'-6' 3' -IIi 3'- , 3' -6'
Po tl 0 xt. ' -2' , - , I~r- ~'-2' 4' -9' 4'-5' 4' - , 4' -0'
2 X 3 :J' 050 ' -10 ' - 6' -10 6 -J ' - 0' "-6' "- , <4' -10'
Patio xt. 0'-0 - 7' -9' 7' -/ " , - " 6'-2' 5' -/ 0' 5'-6'
2 X 3 X 050 -10' 6'-/0' 6' -/ ' ::> -/ - -f -10' -f'-I . -4
TI I t xt. 8'-8' 7'-R' 6'-/0' 6'-3' ... 5'-6' 5'-E' .' -10'
.3'- } } , -8' 10'-:)' >' -6' tr -J / ->' 7 -<4
4'- , 12'-10' JJ ' -6' ] O' -6' 9'-2' 8'-8' 8'-2'
, -I , 8' -7' 7'-8' 7' -0' - 6 -c Y-'j' , -6
TlI t E: x t. 0'- 0' 9' -7' R'-R' 7' -} 0' 7'-3' 6'-}0' 6'-5' 6' -I '
2 X 6 X . 055 } 9' -0' } 6' -7' }4'-}0' /3' -7' } 2' - I' } } , -';I' JJ -I 10' -6
X . 1 20 S. H. B. PO' -10' I R' -2' } 6' -3' 14'-}}' 13' - 9' 12'-}0' 12' -2' 11 ' -7'
2 X 7 X . 06E /8'-10' 16'-10 ~ y -5' 1 <4 -<4' } :J' -y / c' -8' 1 <. -0
X . 1 PO .\. H. B. 20' -8' 18' -6' 6' -/ 1 ' 15' -8' 4'-8' /3'-11' I _p'
2 X 1 X . 062 cJ -c' J ';I' -4 / -J 0 6' - 9' I Y -10' } J -0 I
S H. B II/I NSE:RT 23'-3' 2/ ' -3' 1 9' -8' 18' -4' 1 7' - 4' 11 ' -6'
2 X B X 012 cO -~. 18' -II 17' -8' 16' -8' 1 -I I}
X . PP4 S. H. B. ce'-:i' 20' - 9' 1 9' -5' 1 8' - 4' 17' -:i'
2 X 9 X . 072 CC -6 cO' -';I' 01 'j' -6 I t;I. -6 II -6
X P?<4 S. H. B. c<4'-]O' 23' -0' 21' -7' 21}' -5' I ';I' -4'
,.
~
~ ~
~ III
! g
~
SPAN
.
-j f-L' O/H (TYP. )
1/4'/rT.
~
....
~ ~ ~
! g ~
S ~
SPAN SPAN
-j f-L' O/H (TYP. )
1/-f'/rT. (HIN.)
12' At. ROar PANS
E:DGE: BE:AM PLAN
CE:NTE:R BE:AM PLAN
CCNTCR BCAM SPAN TABLC
HAXIHUH COLUHN SPACING - SI HPU: SPAN i
CONTINUOUS
RI InF PAN .\! 'AN
CFNTFR BCAH SIZE: 5' 6' 8' 10' 1 ?' 14' 16' J tJ'
2' x6 x. o 55x. 120 -H'-r - /' 11'-/0' 10' -8' -';I ~' -0 ' - , 7' -11 '
Sf'1 f Ho tl no Cxt. ,_ , - " I 3' -0' 11' -8' , - , , -1 , , - , R' -R'
2' x 7' x. 062x. } 20 17' -1 ' - , 3'-5' 1 2' -0 ' , - " 0'- , , - , 9' -0'
Sri f Ha tl no exi. }8'-}0' , - , 14' -8' / .1' -P' , - ' - 0'- 6' 9' -} 0 '
2' x7' x. 062x. } 20 21'-6" 19' -7' 17' -0' 1 5' -1 ' , - , 2' - , } , - 1 ' 11'-4'
Sf'I f Ho tl nQ [xi. 23'-6' 21 ' -6' 18' -7' 1 6' -6' } $' -2' 1 4' -0' J 3' -} , } 2' -<4'
'/f/lnSflrt
2' xB' x. 07Ex. 224 ee' -8' eo' -8' JI -JJ 1 6' -0' 1 4' -7' } 3' -6' , -f ' /1'-//'
.\"1 f Ha tl n(j F-x t. 24'-10' 22' -8' 1 9' -1' 1 7' -6' 1 6' -0' 14'-10' , - 0' 13' -0'
2'x9'x. o 72x. 224 2~'-2' 22' -1/ 1 ';I' -J 0 17' -9' 16' -2' 1 5' -0' , -c ' 13' -3'
Sf'1 f Ho tl no ext. 27' -6' 25'-2' 21'-9' 19' -I'.' I 7' - 9' 16' -5' , - , /4' -6'
NOTC'
VAl..I..ICS M"'Y IF: INTCRPClLATCD FOR IHTCRHCDI"'TC LeNGTHS OR SPACINGS
D"'VI D NORRI S CNGINeCRING
DeSI GNCD TO '97 STA.HDARD IUI LDI NG CON
PCR CHAPT. 1606 FOR I I 0 HPH VI HD
Pg, 1 - B
fXPIRCS ArTCR rea. J. '01
INTERLOCKING ROOF PANS
ROOf" PAN (.ALLOr JOOJ H-l') Ao'AX SPAN
41 (DB '*
[f '(' VARItS--...... [
I 12" I
.OJ2 .608 15'- 6" 18'-6"
ff '(' - .OJ2--..... r .0.J2 ."'" 11'- 0" IJ'-O'
I 12" I
'orr.. PANS /JA r OYf:RH.ANC 1/5 OF SI/JPL, SPAN, (UP TO J' /JAX.) SPANS /JA r BE INCR,ASED 2"
F~ EACH 12" OF OYf:RH.ANG. CONSULT.AN mClNEER F~
GRfA rrR o Yf:RHANC.
tIoLUHlNUH ROOf' PANS - J~ X e. $' x SJO:S-H38J P"''''CL
AS HltNUf'IlCTIJRCD ar ROYIlL IlLLIHJ M.JH, INC., LF:CS~G, rLORI D'"
III NJ) SPIlH ./ SPAH ./
OPCN
MJlLDlHG
.014'
J 3' -,'
I I' -,'
J J ' -,'
I J ' -,'
J 0' -,'
J 0' -0'
J 3' -4'
J I' -0'
J J ' -<4'
, /
J 4' -0'
J 3' -0'
J e' -0'
J 2' -0'
JJ' -0'
10' -4'
J J' -,'
J e' -4'
J J' -8'
H
14' --I'
13' -4'
J 2' -.'
I l' -.'
JJ ' -.'
10' -8'
I.' -0'
12' -8'
J 2' -0'
FAST'CNER TO BE DETERMINED
BASED ON CONST1wcnON OF
HOST STRUCTURE
/10 S.M.S. X 1 1/2" 0 8"
O. C. IN TO It()(X)
J:JB
(2) /10 0 16" O.C. INTO WALL STUOS
J:JB
(2) fl0 X 2" 024" O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
f:JB
1/4"' TAPCONS 0 8" O.C. STACCERfO INTO CONe.
W/ /10 S.M.S. THRU REC. HEADER INTO P.A.N BOTTOM
~ 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMEJED/JENT INTO WOOD
* REPLACE ALL DETERIORA nNC
1t()(X); W/ FASCIA SECURfO
TO RAFTER (TRUSS) TAILS
Ao\ VI D NDRRI S CH(jJ NCCRI HG
DCSIGNCD TO '97 STIlHDIlRD JUILDING CODe
PeR C1WT. J~' FOR J I 0 HPH VI ND
PIlRTI tIoL
CNCLOSCD
AJlLDIHG
CNCLOSCD
IW. L DI HG
.014'
.01<4'
ROOF ATTACHMENT NOTCS
J" ST'RVCTVRIlL tIoLU/J.
ItOOF SYSTDI .-
2" s./J. 1iCAJ./ (see C>>IARTS)
(2) 1/4" OIA.x J I/," ST. THRU
"" TS
J '/1' Xll/'" x 1/1" C BAse W/ (2)
1/4" OIA.. TAPCOHS Qli' COIJIV,/1>OST w/
(2) 1/4" OIA. x J 1/2" S7L THRU Ia TS
- TO!' Qli' Sloe JJOIJH T A.U, 0 l+CD-
ALUIrI. IASC INSCRT
w/ (2) 1/4" OIA. X 2 1/<4" TAPCClHS
(2" WH. -OIBCD. T'rP.) seCURC A.LVJJ.
ca... W/ (2) 1/4' OIA. THRU,a TS
fflj~ ~~s P:~~c. su.6
(see PA.ce I-H)
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T.S,
CXPlReS ArTER rc6. 1. '01
Pg. 1 -D
,
It POST LeNGTHS AND SPACING FOR WALLS (~5:tPR;f;~~;J~LL5~RJ63 T6
SUPPOR T I NG SOL I D ROOFS (1 pi SPAN+ 1 ' O(H) /It "<p'llt~r~-
NOHI HAL SCReCNED VALLS SOI..l D VALLS seCTION (8~:) ~Sl:;)< 0:") ~~~)(J~J,j'(J fe', r
POST "x "x r'x~4<4'
slle VALL 'AT :ri 2424 II 1156 1466 IIBB B25 606 <46<4
HCIGHT POST SPACING POST SPACING :)( ~'3"
x OX 4280 3277 1'5119 1'097 1456 1070 111 9
7' 5'-" I' -I 0' 'AT
?' xl' ,,0. 040' " 4' -0' 1'- O' X OX x~~"
l'x3'x. 05/)' DR 7' 1'.-0' <4' -0' PA r, 3040 1232' 1 B.1Sl 14510 1034 760 58~
?' X ?' VI (J) C " 6'-0' 3'-0' 1IiIt'" 2642 "~m 863 661
9' 5'-0' 1'-4'
II?'U I/t'X. 060' J 0' <4'-0' I' -0' r6527 45197 39<4 ' 2e21 1632 1249
7' $' -1'
2'x3'x.070' OR
" 4'-1' T 9708 7433 5873 <4757 3303 2427 1858
?' x ?' VI W c: " 3'-3' 13~~:;xu. 11:;"
I /?' X/ I It' X . 064' 10' I' -~" I es.1~ l,seB 7765 6e90 4368 3209 2<457
7' , 6' -I'
I' , <4' -1' I
1',,3',,0.064' 9' , 3' -7' J 0' DI A.
J 0' , 3' -I' V-POST
7' "-3' < """C/
8' 7'-0' CXI ST. UR"'DC
l' ,,3' xO. 0'13' " $'-:5' ..
J 0' <4' -"
7' 1 I' -0'
8' " -0' .~
1',,3'xO. J~' 9' l' -0'
J 0' f' -0' -c ~"'CTF:D
2500 PSI CONe. ~ r LL
· ~ DI HeNSI ONAL LOADING - COHII NCD AXIAL (ROOF) ,
8eNDI NG (VI ND) LOADING. FDR CACH ADDI TIONAL FOOT
or ROOF SPAN (OR oveRHANG) > 13' ReDuce POST ..:1
SPACI NG 8Y BX OR FDR eACH FOOT or ROOF SPAN ;;'24'
(OR OVCRHANG) ( 13', INCRCASC POST SPACING IY 8X,
4
3/8' DI A. RCIAR
f' La. THRU
POST
, .411" 4
'.' ~
....l i.- 021 J 2' DIA.
I. . ~ .. ., . .
'f' I'f' .. . . . . .~ ~
~"I : .. POST FOOTING DcTAJ L
I 4: . N. T. S.
I . I
, .... NOTD THE ABOVE DESl GN ',IILL
Cl:l
+-- . , CARRY A CONTRl BUTARY
~ IS RCIAR CONT. LOAD OF/ 50 S. F;
J 8' HI No J 00 S. F. FOR H=30' I
AND J 50 S, F. FOR H=36'
THK'ND SLAB cDGc'DcTAIL
N. T. S.
.D.4 VI D NORRI S CNGI NCCRI NG
DeSI GNCD TO ' 97 STANlMRD IUI LDI HG CODe
PCR CHAP T. 1606 FDR JJ 0 HPH VI ND Pg. 1 -[:
CXPIRES'AFTCR reI. I, '01
(OPT.) " STeP rASC/A '0'/ '/0 X /'
,/,'ac. (R
2' X 2' X O. 040
ST/FrENCR
NOTE' FOR OUTSIDE SPANS>
USE 2')(3' (VERT.)
OR 6' STEP rASC/A
V. HEAD
RDDF PAN
, X /' X ~' X O. 060'
INULE CLIP V/ (2)
tJ 0 X 5/" V. HEAD
iHS. EACH VA Y.
6EAH PER DrSI GN
TA~Lr.
SCCT! ON DCTA! LS
H. T. S.
TYP.
l X "'LUX. COt..
(I) 1/4' DI"'. X I 1/4' CDNC.
OR TAPCClH , l4' a C.
NOTCI
'" T CORNeRS USC (J) / /<4' D/ A.
X l 1/4' CA. D/~ ,
4' (HAX.) rROH CORNeR.
~i X Z ALUH.
J.4se PLATC
/' X J' X / //" X I'
'/ALUH. CL.IP V/ (l) '/0.
X J /l' TCK SCRevs / N
eA. DI ReCT/ a-/
4 111. 4,.'';. .,..
. :4' ....111 . ~ :' ~. :4 ~ ~ " ~.
: 111 .
#. .
, ., :
.'. ... 111
..
SL.OP' 14/ No 1/4' /rT.
I. _ICTIIU AMO
(I) 1/4' D/A. STL.
THR<I 10.. TS (T Y1'. )
I X ALIM KM
3 X 3 tI./,,(.II( ca..
hOTel TtC JCLOV DCSIGNS V/LL. CMRY A CQiTR/ IUTARY
L~ (T / ~ S. r. - NeIl'I' X I' r~ (J OQ S, r. - CXIST. 4' SL./U)
AL/,H JASC /HSCRT '0'/ (I> //4' DlA X I 1/1' T~
& (I) J /4' DI A. THRU 10.. TS
CB
I' X I' X J /1' tI./,,/,H ANGLC V/ (I) J /4' DI A X 1 J /<4' T~ai
CA SIDe (T ca.lHi V/ (I) J/<4' D/A THRV JOLTS
~
3 1 /1' XII/I' XI/I" RCCCV/ N(S awKl.
11/ (I) J/4' DlA X I 1/4' T~S , (I) J/<4'# THRU IO..TS
D4
tl./"L (T TtC AMJVC HtlY K CtNJCCTCD TO IIOOD tCADCR
IY SlJMT/TUT/NG (4) I/Q S.H. S. (I' HI'" CHMlJ) rOR T~a4.
... ......,. <.~.: .:.~'.','..':':/:.... :;:":-":'1':' 3 J /2'
. . : I ',' .........,....." "
..,...... .., .~ ',' :t,,' ,'t'" (MHo)
. I ~ ~ ':," .,:: ~ ~ ..... .
eXIST/HG 4' CClHC. SL.AI '0'/ NO CRACKS VI THIN 30' or POST
QB HCV THK' ND " X I' HOHO FOOT/ Na V/ (I) '5 C(}NT;
Q8 VDDD DCCK V/ DlL. I X , (x.t H. ) PERI HLTCR HEADER
/:JIJlL
scr DE TAIL 6ELDV ,
VHEN HDS T S TRUC TURC I S HASCJt.iAR Y
, J 0 X 5/8' V. HEAD SHS
THRU ROOF PAN RI SCR ON
12' CCNTeR INTO STI rrCNCR
AT CACH CND CY RDDF.
I' x l' POST ~IIN
4-'JO X I' ~ H. ~
Kit f>OST INTO
I HTC/tl OR UKII fl>l..11>E: S
J' X ,. DPCH A4C1(
TT 1'l."'Tr
".
(J) 1/4'# X 2 J/4'
CClHC. "'. I. (R T APCOIV
, 24' a C.
KICKPLA TC OR CAJAH.04 SKIN (x.t No O. 0/9')
ATTACHED '0'/ POP RI vcrs OR II 0 X 1/2'
S. H. S. '16' C. C.
eXTRVDCD tCI.N:R 11/ 1/4"
X I 1/4' T~ONS I I'
a C. STI4(;(;l;KD
~(I) ,JO X 5/1' ~ H. S
i "" <Y" " '"
~ J Z' 111 De tI./,,(.II( Ptl.ltS
HI N. (J) Kit I'M
0:
HASONARY / H~AD~R
A TTACHHCNT DCTA,! L
H. T S
POST CONNeCT! ONS
(CARPORTS / a-eH ,.AT/O) '.
DAVID NORRIS CNaINCCRING
DCSJGHLD TO ',}7 STANDARD IUlLDING CON:
peR CIWT. J '0' FDR J J 0 HPH VI HJ)
Pg. j-F
H. T. S.
eXI'/RCS AFTeR
rCJ. 1, , OJ
ItOOO STUO
ItOOO STVO
P. T. Pl.A rr
GR'D
P. T. PLA rr
2.
T (IJJN,)
WOOD CONSTRUCTION
REQID SOIL SEPARA TION
N. T. S.
2' 0" "'IN "'IN. 2$DO PSI CONCRCrr WTH IXI-1OXIO It:II''''.
~C SL~ OR FWRJJCSH (TrPlC4J.)
,I I ,,': ~"':~ ..... ,
~
ItA T SL ()I1tf / NO roo T/N(J
,. X ,. W/ (I) ~ CONT.
1",In. - J",In.
2 $DO PSI CONe.
W/ (1) ~
...:.......1
...~..;!:
'j'i." 12"
,.~ '
. f ,:."
", '/
f-!:.j RIBBON
(F'OR SCRaN
J";n. - '.,In.
FOOTING DETAILS ADDRESSING EROSION
N. T. S.
JJA VI D NORRJ S CHal NECRI NG
DESIGNeD TO ''17 STANlJARD 8U/LD/NG CODC
I'CIf awr. J60f rOR JJO HPH VJND
Pg. )-
SH~~T
No.
CXPJ ReS IVTCR rc6. 1, ' 01
REV/SED 3-1
-~
I 01)
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
1
R[ ),LU/J. P)'NS
110 X I 1/2' S./J. S.
D.C. INTO 2 X 4 PLATt
S~oPE
~r. 1011/'1.
\/4'/'
SECURC ALUUINUU PANS TO TOP PLA Tt
Of' CHO WALL 11'1110 X I 1/2" 5.U.S. 2
12" o.C. (ANO SECURE CND WALL \'f7rT.
STUD TO HOST STRUCTtJltE WI 110 X J"
. 12' o.C.)
"NOTt: ClHL r SHCAR WALLS If LOAO 'SCARINC
WALLS RCWIRC HURRICANC STRAPPINC
HURRICANC CUP T. If ,. or CA. It'tIoLL ST1.JO
. 24' D.C. (UAX.)
USE SHEARWAti STORM BRACE-X P), TTCRN
'M TH /J.H. S T1tAPPING 11'/ (I) &c . CA. S T1.J0.
(OR)
USE STORU BRAe( I/~" THCR/JOPL y It HAILED
PER /JFa., SPCC', 11'/ HURR. CLIPS PER ),SOVC
8'
/J),X.
DBL 2",,<4" TOP PLATt
(I) 2" X 4' (ir CONT.)
2',,4' II()OO STUD
WALL 24' O.C.
5/'" nil 110OO SIDING OR
WHl1. OR ALUU. SlOING O\o('R 1/2" PL Yo 11'/ Id
. "/12" O.c. EDces / INTCRU.
If . J' O.C. TU" ALONG ALL HCADERS " f1>LA TCS
(rOlf SHCAR " UPUI'T) RCPLACES HURR. CUPS
J/~' OIA. CClHC. ,1..1. 01'/ 1/<4"' TAPCClHS
. 24" O.c. (2' UIN. CUBCO.)
2",,4' P. T. 110OO PLA TC
SECURE ALUII. PANS
WI (J) 110 5.1I.S./PAN · "" oPE
O.C. ('rrl>. . EA. tHO) .. 51-
loll'"
,/~'r'
'rc OfrA.IL
'JC l-H
NCW OR CXlSnHG
4" 2500 PSI CClHC. su.S
SECURC ALUUIHUM P)'HS TO TOP Pu.. Tt
or CHO WALL (ANO CHO WALL VCR nCAt
TO HOST STRUCT1.JRC) 11'/110 X 2' s./J.S
. 24" O.C.
J" STRUCTlJRtIoL ALU/J.
ROOF' S rs TC/J (T"'rP.)
" --- BeAU
A rrACHCO . TJd/ 11'/ CAPRI CLIP
OR CA~ll.E CUP (seE NOrcS BELOW)
. .,
I" X 2" PURUN)
T"'rP.)
- FOR WOOD OECK
(SEE NOTE BELOW)
ROOF ATTACHMENT NOTCS
* FOR 1+000 DeCK: USe /10 SCReW
x J" LC. (THRU 1+000 DECK INTO
BeA.M OR HeA.DeR) " 24" D.C. MA.X.)
USE (2) /10 x J" " cA.. paST
CLIP A TTACHMENT NOTES
CA.PRI CLIP:
USe (2) L I" X I" X .060" W/ (2)
/10 X J/." TrKS INTO, cA.. FA.Ce
f)f1
CA.STLe CLIP:
L 1 1/2" x 2 1/8" X .050" ReC. CHA.NNCL
W/ (4) /10 X J/4" TEXS INTO BEAM o.R o.PEN BACK
<k (2) /10 X J/4" TE:KS INTO. EA.. S.M.B. o.F co.L.
FASTE:NER TO. BE DeTE:RMINeD
BAScO ON CQNSTRUCnON QF
HQST STRUCTURe
"0 S.M.S. X I 1/2" 0 S"
0. C. IN TO. 1+00.0
f)f1
(2) 110 0 16" o..C. INTO, WA.LL STUDS
f)f1
(2) {10 X 2" 024" o..C. THRU
J/4 (MIN.) FA.SCIA. INTO, TRUSS o.R
RAFTE:R TAILS
f)f1
1/4"' TAPCo.NS 0 S" 0.. C. STA.CCeRED INTO. CONC.
W/ /10 S.M.S. THRU REC. HeA.DeR INTO. PA.N Bo.TTo.M
t:1JllI.:.. I 1/4" MIN. eMBEDMENT INTO. CONC.
I 1/2" MIN. eMBEDMENT INTO. 1+00.0
* RCPLACe ALL DETE:RIORA. nNC
wo.o.D; wi FA.SCIA. SECURED
TO RAFTE:R (TRUSS) rA./LS
THIS STRUCTURE HAS BCCH DCSlCNCD IN
ACCOROANCE 'MTH THE '97 STANDARD BLDC.
CODE 'MTH ALL ReVISIONS TO
CHAPT. 1606 FOR 110 UPH 'MHO VfLOCIIY
YOlO AFTrR 2-1-01
0,.1. \10 NORRIS ENClNfCRINC
112 COLEMAN RD.
'MNTrR HA'rf:N. Fl.. JJ880 Pg. 2-[
(86J) 299- 1()4.8
I f
VARJ ~S
BACK UP VALL
UNDCR HOBILC HOHC
8X8XJ 6 CCLL BLOCK
61 -0'
(MAX)
'~
o
00000
(::)
I ~
~
\0
NOTE: FOR HEIGHT ~32". C.B. PIERS
08' O.C. (MAX.) ARE ALLOWED.
FOR HEIGHT < 204". 12" WIDE FooTER.\
C.B. PIERS 0-10' C.C. MAX. ARE ALLOWED
o
V)
l..J
.......
~
~
V)
L.,j
........
~
't (::)
~I ~ r!
U
o
5/8' RCBM,
rROI< rOOTeR
INTO SL AB
THRU C[L,
BL OCK S
"XI 6'
SPU T BRI CK
VAL L
61-0'
61-0'
61-0'
VARJ ES
6X6 ,J O/J 0 v. v. H.
OR rI ICRHCSH
"XI6' BRICK
SOLID SPUT rAC[
APOR BARRICR
CLCAN COHPACTCD rtLL
SOIL TO 9$X STAHDtIoRD
DCHSI TY.
PI CRS
(J) '$ RCB"'R PCR
COLLHH , 6' a C. HI'oX.
/N COHCRCTC riLL BLK.
-1 NO'''~' ,"",we 1\ ~
f01~"'';;~;\J \::
- ,/ 'y \
, -1.7
'<OR TAR B[ T",[E:N
8RICK AND BLOCK
8' X8' XI 6' CCLL
BLOCK 6" HAX
-<[J GH T
'-.N!S"[D GRADE:
---
(J) '$ RCB"'R COHT.
THIS STRUCTURC HAS B[EN OESICNCD ON
,4CCOROANCC t+1m mc '97 STANDARD BL)C
CODe l'rITH ALL RC\I1SIONS TO
CHAP T. 1606 rOR 110 MPH t+1ND vrLOC/ TV
\10(0 AFTF:R 2-1-01
OA VlO NORRIS ENCIN[[RING
1/2 COLEMAN RO.
mN TF:R HA VfN, FL. JJ880 P 9 2 - ~
(86J) 299-1048
'-Ie .[
r=R HeiGHTS ) 5~', use SOLID
: B BACKUP VAL L (NO PI CRS)
TYPJ CAL SECTJ ON
No T. S.
DA VID NORRIS ENGINEERING
ENGINEERS · LAND SURVEYORS . PLANNERS
PERMITTING · DRAFTING
112 COLEMAN ROAD
WINTER HA VEN, FLORIDA 33880
(863)299-1048
;/'
"
'vO T[ S TRUC TURcS DETAILED IN THESE PLANS WERE DESIGNEO WI n-l
THE 7997 S TD, BLDG. CODE w/ALL REVISIONS TO CHAP. 7606
(DL.+20 PSI / L,L.(6 - 1/80 MAX.) 100 MPH WIND VELOCITY
LeT 73
~r-1
( t-
/60 t-
I
/00
t- - --
/tJ /
{-
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111111111111111111111I11111111111111111111111111111111111111
2000128883
Rept: 44'1568
OS: 0,00
10/12/00
Ree: 6,00
IT: 0, 00
Dpty Clerk
STATE OF FLORiDA
COUNTY OF PASCO.. .
THIS I;; TO CERTW\' TLI,,' THE FOREGOING IS A
RUE 'I " ~Oi<r1U'T cnp., :r. 1.:1-l~ OOCUMENT ON FILE
T .,,~,.!l.,.H.\,.'.' , .' '.VilHJESSMY
OR OF PUB, Ie RH\)r~! ,i'j rr!~, 'J"1=ICE 'I k;
.'n. C, TI"'''' l.2.ro dAY OF
HAND AND c)\.cil.,IAL ",:."" . "".~
~.__ 2 PE...
JED PiTTMAN, f} ':Y,K ur CiRCUIT COURT
X LN.:' -~ nee.'T\" CLERK
BY _-LT'~=~~-".'-'.'
JEO PITT"AN PASCO COUNTYfCLfRK
10/12/00 11 : 10am 1 10 157
OR BK 4461 PG
I.
St. t e ., t
F LOlli 0;:;'
,;,u8 IIHnCRS ICNao horeby
e)
1 .
"
Cen~r.l O"trlptlon ot Improvement
fJLU/n ( ;VJM.
P A (/:,-1 Crt:
). Olin'or lntormationl Ham" ~/vl:J f-/.oI1l2();J (Yl.H. P.
t.dcJreu6'7Jt{-rJ fV'f.-ut0M 4Vi: City "2Eftf'i{2H(L(5 StHe FL. 33')4- (
Interest 1n Pr.upertYI
Halft. ot P.. Simple Titloholderl
(It other thtn owner)
Addre,.
J ·
City.
StOlto
tt:K:'~. / A
c"'. 'f,
"
Contractor: Hilme,B!rI-l (ONS-r/ZvcrltJ,j OF Cr:/vTl2t4L f={...
^udreu432r::; rJl{)(2/Z(f BelO0E {20. City 2F.JlHy{2(frUf State FL.. 335'-f}
s.
SU(ccy: Nilln.
Addro"
City
St,Hl
Nllount ot BondI $
6. Lltnder:Name
Adc.Jra..
City
~to)to
7. Per.on, within the StAte ot florida ded9nated by Owner upon wr-.c:n
not ices or other document, mAY bo ,erved 4. pl'ovided lJy Sect 10n
71).I)(I)(a)(7I, FloridA StAtUt:..,
H"ma
^<1dr...
City
StOll.-t
8. In addici.o.n to him..!!, Owner d'o.i9nate,
ot to roctLve a co~y ot t~e
Lienor'. Notice a. provided in Sectlon 7IJ,lJ(I)(b), flor.do Statll~"S.
'J. r,'plrnl..irJn d^\.. oCH(,It.Lce 0& CO/llmcnQomon;'.(\.hc expJ.rotJ.on d,)tu i. I yea'
t(?m the UOlto ~t rucordinq unle.. .. ditterent date i. .pec1t1ed. I
SlQnatureotOwner.
/l..1 C t-/.-4 J2 t?
S~orn to and ,ubscribed before me
HGelv .,..
.... ..l:!!m.
No~,)ry Pllblic;
~l.l /J. Q,AQ
.
/'I,/.Com;nJ o. ion f:Jr..plre'l
.. , Bruce A AabeI
,,~,
*'iiiJI *MoI CommiSSion CC74B677
~'!'l.' Expires June 22. 2002
....,,,.