HomeMy WebLinkAbout00-9629
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
PermIt
09629
Date 7/20/00
,
00
)\0.-
7).~
ELECTRICAL
PL~BING
MEC~CAL
Sewer Conn
BUILDING
Water Conn:
Property Owner: 6/"6..11'\ d \-b:-; Ze;; .,
Job Address: J 7 SoD fVe u.... \c.. () """ We
Parcel 1.0. # l' '-(- ')5 -1 f. 0010. 011Gll)
Water Meter:
T.I.F.'s:
0011
Zoning:
Descriotion of Work
Radon Gas:
1..1 (iO
"
Energy Code:
At l.lv~ ~ vL'i 9fi
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
.-? "' 2J/-el d
DATE
Inspector
~
Permit Fee
Signature
Company
Address
Telephone#
R2'~
, ,4..~
Valuation or ~ ?
Contract Price (
~
)
()
{Q
~
tJ
\
c--'"
City License Registration #
State Certified License#
rtrt- 10' f{
is <l H Lvt\ S~
AL-€
6t~f..
t
JG Ii "7 I
BUILDING ELECTRICAL PLUM kiNG ~ECHANICAL
Ftr. 1 kd()c s/... Tp. Servo SLB Breake s
re SLB 1(1....1/0';;; 3( Rough In Tub Set Ducts nsl.
Lintel Meter Can Water Camp essor
FRM. Const. Pole Sewer Final
Insul. CL Pool Final
WL
Pre-Meter
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) 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 tq the person owning
same.
APPLICATION !'OR PEIOaT
CITY or ZBPHYlUIILLS
BUILDING DBPAR'l'HBNT
DATE RECEIVED ..6--- 3/-00
PLANS REVIEW FEE
OWNER'S NAME
{;(lfHJtJ
!-kif. ( 2 () I-i
;YJ -If p.
PHONE ?fZ - I IX:, C(
JOB ADDRESS
t-...o,
61
SUBDIVISION UI4-f'/t.J /-/of'Ll ZD/l/ ;r1-tI.I'A
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID #
3tf- u -"2-1- 00/0 - 01 ~oo- 0031
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~ CONSTRUCTION
OSIGN
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
o ADDITION
OALTERATION
o REPAIR
~TALL
o MOVE
o DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
SC;;HER
fi.-v-VJVllvJl'~
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
u - (L{j Oil-A.
I
C A- ILl' ~{L r
BUILDING SIZE
I D X t-f{
SQUARE FOOTAGE
q-fo
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS,
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
~ILDING
~LECTRICAL
$ '7/1 f, I it,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C. vJl(L{~ >1-!EJl
o PLUMBING
o MECHANI CAL
$
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 AREAD YES 0 NO
SIGNATURE
I3wu 4 f11uQ
:~~~ .
....' ..
COMPANY,]<'-!+- C6I.J~rlLuii{o.-J or- cr..?JTlU1~ /={...
STATE CERT OR REGIST # C-&os'77 r I...
CITY PROCESSING # 7-G
BUILDER
******************************************************************
SIGNATURE
L!l.~
COMPANY {tGl=:'- ISL--{; G r/2 tC
STATE CERT OR REGIST #
CITY PROCESSING # 1;'7
ELECTRICIAN
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
***********~******************************************************
SIGNATURE
COMPANY.
STATE CERT OR REGIST #
CITY PROCESSING #
MECHAHI:CAL
*****************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
OTHER
SIGNATURE
*****************************************************************
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 commencement.
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".
~ 17~
SIGNATURE: O~ OR AGENT
STATE OF FLORIDA PB.s
COUNTY OF . . LEJ
The foregoing instrument was acknowledged
Before me t};is ~ day 5'f MA~ , .....2.Doo
by R{l1161' . ft<'15I:;.L
~name of person acknowledged)
urwho is personally known to me, or
Dwho has produced
(type of identification)
and whoD did (]I.dfd not take an oath.
~ A, aJuQ
Signature of person taking acknowledgement
B/UJu~ A-, A>B/,;C
A. fJ\fIl1e-
Name typed, p~~~
~J' EllPIres J\II8 22, 2002
~~ iJ~
SIGNA.TURE: C~RACTOR
STATE OF FLORIDA {1 $ (.
COUNTY OF I"r 6
The foregoing instrument'was acknowledged
Before me this _ --1Ld2' q f J'VI 1<14 , a-Zuo
by (? (Lv G{; ~ - ~ 151,:/ (.,
_ ~name of person acknowledged)
~o is personally known to me, or
o who has produced
(~e of identification)
and who Ddid [3d1d not take an oath
~AAI fJ..~
Signature of person taking acknowledgment
TSfWuz ,4. l}- > g I:: (.
Name typed, p~~~~~
~_~~res J.- 22. 2002
",... '"
R'
e.
1111111111111111I1111111111111111111111111111111111111111111
2000080504
STATE OF FLORIOA
COUNTY ?F PA~~~A''''FOREGOING IS A
TRUE A~~\~d~~~C~E;~~V OF T~~ o'OCUMEN=~
OR OF PUBLIC RECORe ~ THIS OFFI~~~ C
H 0 NO OFFICIAL SEAL THIS OF
2
I
Repl: 423539
DS: 0.00
06/27/00
Ree: 6,00
IT: 0.00
Dpty Clerk
,
...
~-
,
~'~2~~~~MAr2 : f~S;O fOUNTJf CL1ERK
OR BK 4392 PG 1847
"
StAt e f) t F~D121 ()ft
NOTICB ot' CO~H'C;EKCH1'
County of Pf:l5Co
7UB lIHOCIIS ICHao horeby 9iv.. notio. that l'",pc-ovom.nt wi 11 b. m.do to C:I r t., in
re.,l prQpen.y, and in acooc-dano. ....ith Chapt.r 713, r1orid. 5totuteo. the
C:ollo....~nc) in/ormation 11 provided in thie Notice of CO/MIOnCnl/lCllt.:
I,
Parcel Ho. s/f-1-;t - 2-1-001 D- OnOD -f)o 31
t I
1_ Centr.1 o'~JCrlptlon of 1.proYlllont j)'-t/;Vl//l!UIYl fA-ctIf6/:
),
O\m.or InfnrnlltLonl Hamo {}(lIhf//J /kJ/lI'bD,A/ /YI-tl. f.
"d<J r.. s '~'7 500 Nt l/~)(;\. .4 'vI: Cit'lZiff'H'-tlLl-flt.A_7
IntlCut in Pr.<>p.rtYI
N.IIIO of r.. Simple Titlohold.r.
(It other thtn own.r)
5tH. pL.
Addru.
~.~
5t\lto
City.
Contractor: H"me BrN (DNSr{lIJG-1"or!- oF- C~~L.. I:::.L.
^udrl" 4021{ fl,t~, ilJlllJt RfJ, CLty2,,-::j!!lt.f/lH/U5 StICe pL, "5"3(;'-f)
~. Surety: HJMe
AddroslI
CLty
5t.t~
Nllou n tot 80nd I $
6. Lundlr: Ham.
7 ,
Aduro.. City
Po r Ion. wi thin the State ot Florid.
noticl' or oth.r document. may bo
71), 1) (1)(.) (7), 'lod~a Statutul
d...iqn.tod by Ownor upon wt".c:n
.erved a. provided ~y SeC~lon
Steno
Nl\tno
^c1dro..
City
St,n1
In additi.o.n to himult, Owner croli9n6t..
.
of to roca!v. _ copy of t~e
Li'nor'i Not1.ce a:; prov1d.d in Se~t1.cn 1'lJ.l~:!l!bl. Florida Stot..~cJ.
Y. r_&plrfll.~rJn dfl". ot HClt..1c. ot COJll'lIonoolllon\,-.(\.h. expLt'otlon d.:ltlJ L. I yeoc
tc?m the u~to ut rucordinq unl... a ditt.r.nt date i. 'plcit~ld, I
5 i C) n at u r. 0 t Ow nor
g, [ f:/ ~ 12lJ
S....orn to and subscribea betore me
~ lfLV .
(jLc./M[tl- Ac.r;,Jr
:SVNh
,~ fl. aIJ
Not,)ry P\lbl~c:
,:r;. . M-".C O/l\;n I III ion tlC..pire'l
:' ' ;. '1~~~~f't~1 N".' - , ,",.
. '- ~',~... .'''fI''<1~"'\' '~ "".iil!' ~" ,
\.~~~~!;~ti::, . ..l:~J;:~ .~)~:.~;'fj.<~:,<-+ll;A>~"'.
',' '.~-:~"...~t~~.~','~_~',/i,:'o...-,~ ~ .~', ~"'1~~ ~.~. -<~. If. .~~\ .~~r"",~.I~j'Z
l "'" ','-,' '~*"<~~ ~l t ^' vr 7l)~.- ~ . ~ ...
'.-' .,.\ ,'~' ...:__~~_.1L~. i ;./"'- ':"'$..~':2~-~' .~,,~f~~~.__._~l~....~~.... ~fl~''''''~ ltl ,_~~~~:" d"T _<_____._______._-<-. _!~ .____~__
SQ. FEET. PRICE
MAIN OR LIVING AREA
.
OTHER AREA UNDER ROOF
OTHER
IS 6- I~' Lc.--NST
Lc,[ '3 I
0f1.p,J J) ~z-c.~~
t~"'''''-
'r') u.>1I^
[' ~tG'
i
, .
Co ,...rra.~.. ~z..\C-\::;... ,I 7"1; .
BUILDING: I (0 ' ~:> <J
ELECTRICAL: ~.- c=
. ,,?
..
PLUMBING: r1!it
MECHANICAL: JJIit
t.f'7JG CSt. F+ RADON: 1. 'flu
CREDIT: ,IJ/fr
SEWER: ;J/;+-
WATER: J
TOTAL: ~
T.I.F'.S
iVltt
,
I.
I
;
I
(y(AL~_ ./39.''Y c
05/17/00 WED 14:13 FAX 813 782 3966
5-17-2000 3,f~AM FROM
GRAND HORIZONS HOMES
. [4]002.
':'. I
B&H CONSlRUCTION OF CENTRAL FL. INC.
4025 Morris Bridge Reed
:FREE ESTIMATES ZephyrhiD:I. n 33543 1-800-224-1206
Licen.sed.Bonded.~ · SkirtiDg:oe Step. · Room Additions- Aluminum-Concrete '
3/ Subdivision . GtP,q.,uJ /loR I Z 0 A../
Glass Room WtJl.s
SiIIIl. HamI. Wladows. _!A x _
WaIO_+_+_+_" _lIf x_
RS)tItem WuJlt.ed Roo!_ + _.. _l./F ~ _
MJsc
Lot #
L.apID
Pit) Color
Trial Color
8a.al Color
I\JI .1\mlinlJm roob illC:l~c: PIA,. 1'rim. Qua.
~ ):IlJ Pu<<s. 1x4 llams aad $hjqJe PJub.
~Pans.1LPt 1..on~Sq ill 't Z.7S w 3.1~
_Pans_Pi L.on,--Sq Ft .2.75 -l.U
pan!_Ft LonL-SqFl x 2.7$. 3.1S
_f'lU'l$_Ft L.onS_Sq Ft x 2.75. 3.IS
ValatlC4_FrOlll___ReuaJ,lf x 3.64
Outteron Home fO UF" 3.75
GII~I. 8<<lm Work on fronl Loed --1 J 9.60
2);7 SM Beam LIF x 4.61
2x9 SM Beam lJF. 6.76
A.~s 00<< EA )C 62.'0
Mise
SCREEN ROOM WALLS
Lap KP _ + _... _ + ___ -_1.JFx D.92
Saeen Door Includes:
Closer and Thrcshold-- EA x 71.00
Gable FiJI. ono side __h__ -L/f x 12.4'
In,ul~ Ki~k Plate--.-------=:ur 1Il 3.00
Fan Beam (NOf Wired)-- _ x 52.00
UTILITY ltOOM
hn SIted .. - + ... UF x 2t.OS
I With 21<2 Alum ~ 2X4 w-;;d ~ 16" OC
Lap EXler ~ + LL +LlL + _ = ~ " 2'.OS
Elixir Door and J Window-- / ~ 124.'0
Double EIi..ir Door I Windo,. =x J41.-tO
Slider Window (E~ITlI)-.--- ~" 46.'0 .
&8 Shield-n.-----.------~.__La.lIF ~ 4.16
MIse
VTN"Yl. ROOM WALLS
Vin}1 Walb + + ... · l.Ifx
wide J<.i~k Piiie--=---=.==- - L/fx 4 4'
Le.p Tor> inside and out -- - LJFx J 2.~,
FloriiU OILS$nn_..__ _UF" '.32
In\;ulafC! Top and 8emom--. l.JF x 4.4~
Doors Include (2) 2 Track lIn~
Thruhold and CIOSt".I'- _EA x 119.60
MiK
,
In-d,$'C LtpSidin,-- .~... -/.18 UF ~ 6.14 718",11-
.'HandIWling ---- UFx 15.60
Step JbiJift& ---- _EA x. 72.10
o.np Door .. ~. II EA ;I(
'/'9,,Ztf QanacDoarHeaclef------ -:a._EAlt'
/2'7.J'O Mise:
ALUMINUM TOTAL !If:J.~ II,
/fJ /"~,,
/..1 'f .Ii
Concrete aDd Briel( Work
Patio Slltb----~ ~,,~ '" ..&Q..Sq fl >. 2.00 J2Q,0t':>
ratio Slab----- ~ 1l.....i6.. = ~S" fl x 2 f)() I ~MP"
hdo Slat... - .-. x · Sq Pt l\ Z.OO
Sick Walk-- =:=It- --=.Scr PI.. 2.00
'. Dri~ 4-X..J.L...iLI2-Sq it): 2.00 " "/1.1'10
Driwway.:-Flain--1-x-L... ".Lb.-S<l ft x 2.00 .1J ,ert>
Air COC1ditioetr Slab J{ · Sq Fl 'I( 2.00
IWsedUdJityArea- liir"" ,( 31/2" )000 1~,PO
R.hedPatio 6 COW'$Q_x_. _Sq rill 0.75
Jt.aBed Patio 6 Cow.sa lit .. Sq FI" 6.7::
0W:r 6 ,., l' ptft Cows - ",- ... :::'IA lI. 1.80
100ccr (h12 Reinfcr<:cdJ----.a..,LIF II ).~o ~
rOCIter' (Skirtiq) ---n-.~1.IF 1Il :Uo ~
1 Tr.d s.cp.---- -'-~!:A" ~8.00
2 Trad Seep-- . -- ...L. fAx 116 00 1--1:l, <<J
"f'r\iia StIllp- ..... - _ EA x 114.00
StepP~ . --'_EA 1I.175.00
Brick stirtiftc Max oS Hiah
OYCI' , per l' per Counc charlc _ LIF ). 160
. Split Bride Air Stac:k---....--.-_LIP J\ 800
SpJitBrick Soli~---'----_lJF ~ 9.00
Owr S ,.. It 1* Coune ctm-,. _LIF )( I.BO
P-a1J Din Loed5 x _
Prtr:rat . ___.._____..
~:
S'.N' JtI''W~ _1.- n............ ft" CQnerctc 1~1:fC-",CO
lA'f4 X .5'-/7-00 a~~tnumlfk ~J,.,Ii.
Fltl( To ?I.r.-~nr /c,/( Tax
L5.ubl'~e-~~/AJ9' Total
'15(.,(JV
L/.~
7//R',1i"
"II _~Jp""'"..w.. .-- uJ ~....)tIIt. ~JDCAHCa CHAlOI Dr ,-',, pwlllCllllll will lIe___
00 'II lI.id __lit &mill. NIHtIAL ~AOI&ATlOP ,.,,"'" ......,...... U'~ l<I Cll>IIooQ.
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~~
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~
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t....... ~~
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*~ ~~ ~~
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~'v)
~
,\j
~
\j "
\(j ~
~
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~
<t
~
~ .. ~~ ~:~ -1
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I
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~ "- R
~~~ \=----;S
:-;"
~ ~~ ~
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~
~~~
~DljE BEAH SI ZE
2 X 2 X . 044
Po. tl 0 ~xt.
2 X 3 X . 050
Po tl 0 [xt.
2 X 3 X . 050
TI t x t.
I .
TI ( t [x t.
C 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
SH.B. II/INSERT
C X 8 X . 0 Ii:
X ??4 S. /of. B.
2 X 9 X . 072
X ??4 S. M. lJ.
EDGE BEAM SPAN TABLE
HAXI HUH COLUHN SPACI NG - H/:rh~ultur
~nrr-PAN"p~. I Fr, n. H)
I.' B' I?' 14'
'-' "-0' 4'-2' 3'-11'
'-' s-:sr- " -2' 4' -9' 4' -5'
'_6'-10 6-;j -3'-10' ~'-6'
- 7'-9' 7'-/' 6'-7 6'-2'
6'-10' -jF-l' :>' -/ 5'-2' ~'-10'
7'-8' 6'-/0' 6'-3' 5'-/0' 5'-6'
/1'-8' [0 -5 ~8'-/O' 8'-3'
12'-JO' JJ'-6' ~---r 9'-2'
8' -7' 7' -8' 7' -0'6 ~6 6 -i::
9'-7' B'-B' 7'-10' 7'-3' 6'-JO'
16'-7' 14 -10' J3'-7' J2'-7' 11'-9'
Jll'-P' 16'-3' J4'-Jl' J3'-9' J2'-10'
lB'-10' 16 -10' J5'-5' 14'-4' J3'-5'
20'-R' [8'-6' 16'-JJ' 15'-8' /4'-8'
21 -i: <Y-4 /7'-/06'-9'
23' -3' 2/' -3' /9' -8' /8' -4'
i::0 -:> J 8' -11 / 7 -8
ee'-:>' 20'-9' 19'-5'
i::i::' -6 cO'-9' / <y -6
e4'~0' 23'-0' 2/'-7'
4'
I -4
, :..~,
, -10'
0' -0'
11-10'
8'-8'
-[ 3'-
1 4' - ~,
9' -7 '
10' - 0'
J 9' -0'
?O'-IO'
-j f-!' O/H (TYP. )
'i
~
~
~
~
~
!
~
//4'/FT. (HIN,)
/ Z' AL. ROOF PANS
SPAN
,
-j f-! 'O/H (TYP, )
/ /4' /FT. HI N. )
~
...
~ ~ ~
! g ~
8 ~
SPAN SPAN
3'- ,
4' - ,
5' - '
5' - J 0 '
4 -7'
5'-c'
7 -9
8'-8'
5' -9'
6' -5'
11 -I
] 2' -2'
J 2' -B'
J3'-JI'
15 -10
I 7' - 4 '
16' -8'
18' -4'
1 8 -6'
20' -5'
18'
3'-6'
4' -0'
4' -} 0'
5'-6'
4' -4'
4' -/0'
7 -4'
B'-e'
:> -6
6' -] ,
] 0' -6
11 ' -7'
/, -0
1 '-2'
J -0'
1 ' -6'
1 -/0
/ 7' -5'
1/ -6
] '7' -4'
~DG~ B~AM PLAN
C~NT~R B~AM PLAN
CENTER BEAM SPAN TABLE
HAXIHUH COLUHN SPACING - SIMPLE SPAN
CON Tl NUOUS
~"nF PAN <::PAN
CfNrfR BEAM SI zr 5' 6' Q' 10' 1 P' 14' J f ' 18'
.2'x6'x. 055x, ]eo if-r 1 3' -8' 11'-10' 10'-B' ~ -0' , - , 7' -11 '
S..I f Ma tl no [xt, ,_ , 15' -0 ~, -0' 11 ' -8' , - , , -1 , , - , 8'-8'
2' xl' x. 06E!x. I cO ]7 -] J '.' -7' 1.1' -~, 1 2' -0' , - I' 0'- , - , 9' -0'
Sri f Ha tl no ~xt, 18'-]0' 1 7' -1 ' '~'-R' 1.1' -2' , _ " 1 _ I' 0'-1.' 9' -10'
2' xl' x. 062x. 120 E!] -6' 19' -7' 17' -0' 1 " -1 ' , - , c'- , 1 ' -II' 11'-4'
S~~ f Ho. tl nQ [xt. 23' -6' 21'-6' J 8' -7' I 6' -6' J " -2' 1 4' -0' 1 3' - J ' 12' -4'
'ff/ nSf'r t
2' x8' x. o 72x. 2c4 E!E! -8' eo -8' /7 -// ' 1 6' -0 ' 1 'I' -7' J3'-6' I; , -I ' 11 -1 I
5..( f Ho. tl nI"J r.d. 24'-10' 22' -8' ] 9' - 7' 1 7' -I.' '~'-O' 14'-10' , _ If)I 13' -0'
~: x9' x. o 72x, 224 25' -i: i::i:: -J] , 19'-10' 1 7' - 9' 16' -c' J 5' -0' , -I ' /3 -3
('I f Ho. tl no Ext, 27'-6' 25'-2' PI' -9' 19' -I.' 17' -9' 16' -.'1" , - , 14' -6'
NOT[,
V/4L UCS ,.,H IC I NTCRPDLA TCD FOR I NTCRHCDI A TC LOKiTHS DR SPACINGS
DI< VI D NORRI S CNGI NCCRI N(j
DCSIGNeD TO '97 STtWDl4RD IUlLDING CODe
PCR CH,l,PT. /606 FOR ] J 0 /'/PH VI ND
Pg. 1 - B
txPI RCS AFTCR FLB. 1, 'OJ
INTERLOCKING ROOF PANS
ROOF P.A.N (.A.LLOY JOOJ H-II) ~ SPA)(
41axDI/.
[[ '/' V.A.RIES~ [
I 12. I
.OJ2 .608 ,,'- 6. 18'-6.
[f '/' - .0.J2~ r .0.:J2 .J.U ,,'- o. IJ'-O.
I 12. I
/OTf: PANS JJ.A. Y OVfRH.A.NC 1/5 OF S/JJPU SPAN, (UP TO J' JJ.A.x.) SPANS It/A Y BE INCREASED 2.
FC'JI? (ACH 12. OF OVfRHANG. CONSULT AN (NClNEER FC'JI?
eR(A TfR o VfRHANC.
J. STRVCTlJR.4L ALV4I.
/fOOl" S YS TOI .'
2. S.4I. 1IC.4JJ (SEE CHARTS)
(2) 1/4. OIA.x J 1/2" ST. THRU
/KIL TS
J '/1. X I 1/2" X I/I.e BASE W/ (2)
1/4" OIA. T~S Qlf COIJIV./1>OST w/
(2) 1/4" OIA. x J 1/2. sn. THRU /KILTS
- TO/' Qlf SlOC 4IOIJN T ALL 0 )t("o-
ALW. I.A.SE INSER T
w/ (2) 1/4" OIA. X 2 1/4" TAPCCWS
(2" ItIIN.-CJJBCD. TYP.) SECVRC ALV4I.
CCt. W/ (2) 1/4" OIA. THRV'O(. rs
f~~ ~~s ~:!.~c. SLAB
(sa PAGe I-H)
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N. T.S.
.4LlJHlNUH ROOF PANS - I~ X e.5' X 6105-H381 PANn
liS HNU"IICTIJRCD GY ROYAL. AL.I.WI M./H, INC., LCCS~G, FLORI 1M
III ND SPIIN w/ SP!tN w/
H
OPEN J 4' -0' J 4' -4'
IWLDlHU .014' J 3' -0' J 3' -4'
Ie' -0' J e' -4'
PMTI AL 12' -0' J /' -4'
ENCLOSED .014" I J ' -0' II' -4'
I(J/ I.DI HU J 0' -4' J 0' -fl'
ENCLOSED 13' -I' 14' -0'
IU!. L DI HU ,014' II 0 HPH J e' -4' 12' -fl'
110 HPH J I' -I' J Z' -0'
ROOF A TTACHMENT NOTES
FASTFNER TO BE DETE:Rlt/INm
BASED ON CONSTRucnON Of"
HOST STRUCTURE
"0 S.It/.s. X I 1/2. 0 8.
O. C. IN TO ItOOO
J:lIl
(2) "0 0 16. O.C. INTO WALL STUDS
J:lIl
(2) flO X 2. 0 24. D.C. THRU
J/4 (It/IN.) FASCIA INTO TRUSS OR
RAFTrR TAILS
fJf1
1/4., TAPCONS 0 8. D.C. STAGGERtD INTO CONC.
W/ "0 S.It/.S. THRU RfC. HEADER INTO PAN BOTTOM
~ 1 1/4. It/IN. Elt/BEDMENT INTO CONC.
1 1/2. MIN. flt/SEDMENT INTO WOOD
* REPLACE ALL DE TrRIORA nNG
1tOOO: w/ FASCIA SECURED
TO RAFTE:R (TRUSS) TA.ILS
1M VI D taRl S ENGI HeERI NG
DCSIGlCD TO '" STIIN/Jt4RD IV/LDING CODe
Pelf CfWT. 1'06 FOR JJ 0 Hf'H 111 ND
Pg. 1 - D
EXPI ReS iVTCIf ru J. "OJ
1/1 POST L~NGTHS AND SPACING FOR WALLS ~g~p~~:ng:t~g~!63 T6
SUPPORTING SOLID ROOFS (lE'SPAN+l'O(H) . (;IV'II(,;/
(POUNDS) (TCeT)
7 ~9:; ) f1 0::)( 4~~; () 14 ~i,~
NOHI HAL SCRCCNED VI4LLS SOLI D VI4LLS SeCTION (84') ~8' ) (I
POST ~;T, x .044'
SlZf VI4LL 0 ;xr. 2424 '856 J 466 1188 825 606 464
HCIGHT POST SPI4CI Nt; POST SPI4CINt; ~~T ~~93'
7' 5' -" I' -I 0' OX 4PlltJ 1.1P77 25119 2tJ97 1451i 1070 819
l'xl'xO. O~' " 4'-0' '/!'- 0' Yx OX ~D:i(J'
l'x3'x, 0$)' OR 7' ".-0' 4' -0' PAT r. .1tJ40 12.1211 1839 J 490 1034 7liO 582
l' 1 l' r/(u C " 6'-0' 3' -0' 1fi13<~ !2642 "'''~'7< 863 661
9' $'-0' 1'-4' PA T. 4
11l'1f 1/8'1,060' 10' 4'-0' I' -0' Ii.IljP7 4997 3948 '2221 1 li32 1249
7' $' -7'
l',,3'x.070' DR " 4'-1' TUlr . 9708 7433 .":Rn 4757 330.1 P4P7 1858
l' x l' rl W C " 3' -3' ~fJ;KU. le~'
IIl'U III'X. 064' 10' I' -" 1 J pR.11i 9R2R 771i!! li290 4.1liR .1209 2457
7' 0' 6' -I'
B' , 4' -7' i
J' x3' xO. D64' " , 3' -7' J 0' IJI A.
10' , 3' -I' ~POST
7' " -3' . reV
" 7'-0' CXI ST. GRI4DE
l' x3' xO. D9J' " 5'-5' ,
10' 4' -I'
7' I I' -0'
" " -0' .01
I' x3' xO. I~' " "-0'
10' 6'-0' C 'lW'ACTCD
e500 PSI CONe. 01 TLL
· 2 OIHfNSIONAL LOI4DING - COHIINCD I4XII4L (ROOF) ,
8fNOI NG (VI ND) L0I40J NG. TOR fl4CH ADDJ TIONI4L TOOr
or ROOT SPI4N (OR OVCRHI4NG) ) J 3' RCDUCC POST .(j
SPAel NG 8Y 8X OR TOR CACH TOOr or ROOF SPI4N ~e4'
(OR oveRHANG) ( J 3', I NCRCI4SC POST SPI4CI NG IY ex.
4
3/" 01 il RCJAR
6' La. THRU
POST
> .411" 4
'.' "--
.. J 2' IJI A.
. . ~ . . ." '~
\Y \Y . . . .
~"4 .. . '!. ~ POST FOOTI NG D~TAI L
: ..
. . 4: .. N. T. S.
. .
, .... NOTD THC ABOVC IXSI GN III LL
Cl)
-'I<-- .. CARRY A CONTRI BUTARY
} 15 RCJAR CONT. LOAD OFI 50 S. F;
J 8' HI N. 100 S. F. FOR H=30',
AND 1 50 S. F. FOR H=36'
THK1ND SLAB ~DG~ .D~TAI L
N. T. S.
DI'I VI D NORRI S CHGI NCCRI NG
DeSIGNED TO '91 STANDl'lRD IUILDING CODe
PCR CfW> T. J 606 TOR 110 HPH VI ND Pg. 1 -t
CXPI RCS I4F'TCR TCI. I, 'OJ
(OPT.) 6' STCp FASCIA V/ '10 X I'
I H' a C. CR
2' X 2' X O. 040
STIFFeNeR
NOTC. FOR OUTS/ DC SPANS >
use 2')(3' (VeRT.)
DR 6' STep FASC/A
W. HEAD
RDDF" PAN
, X J' X 2' X O. 060'
INGLC CLlP V/ (2)
II 0 X 'Ii' V. HEAD
.HS. CACH VA Y.
TYP. ScCTION Dc TAl LS
No T. S.
e x AL UH. CDL
(J) J/4' DJA. X e 1/4' CONe.
DR TAPCOH I 24' a C.
NOTC.
AT CORNeRS USC (J) 1/4' 0114.
X I J/4' CA D/~ I
4' (H.4X.) rROH CORNeR.
~I X 2 14LUH.
Jl4SC Pt.A TC
l' X I' X 1/1 6' X 2'
/ALUH. CLIP V/ (2) '10.
X 1/2' TCK SCRCVS IN
CI4. DlRCCTlaI
.... .,
" <.,'.<.: ~
. .,:.
...
: 0
,...
;,. .. ;,.
: ...
, .. :
.....
. ..
SloOP' HI N. / /4' Irr.
. .. ~ ,--, - ~
(Z) 1/4' DI4 STL.
TI#IU xx. TS (Tn'. )
I X ALUH KI4H
, X , ALUH. ca..
IoOTe. THe JCLOII JJCSIGNS VILL CARRY A W/TRI.uTARY
LD4P {T 1$4 S. r. - Nell.,' X I' rT'G. (100 S. r. - exIsT. 4' SLiU>
ALUH. JAse INSOtT V/ (I) 1/4' DJA. X II/~ T~
, (I) 1/4' DJA. THR1J xx.TS
Cll
I' X I' X 1/1' ALUH. ANGLe 11/ (I) 1/4' DI A. X I I /4' T~
e4 SI JJC {T C/1l.H{ 11/ (I) / /4' DII.. THIW xx. TS
Q!
, I /1' X I 1/1' X 1/1' ReeeYI H(J e1W#Cl.
11/ (I) 1/4' DJ4 X 1114' TN'CDHS' (I) //4'# THf/tIJ xx.TS
Q!
ALL {T THe AXJye ~Y K efN'CeTeD TO IIOOD HeMleR
IY StaSTITVTIHG (4) liD S. I< So (l' HlH. eHKIJ) FOR T~
.: .'., :>: .:...........:...::...: :;:":>.1':- 3 J/2'
I : I '. ..' .' " ....'
. . .. :............ (/of N. )
.: ' .... fl' ~ I ~ '.1 '." .,:' ~~.'. :
eXISTING 4' COHC. SLAI V/ NO CRACKS VI THIN 30' or POST
Q8, NeV THK' NO i' X I' HOHO FDOTI NG V/ (J) " COHT;
Q8, VDOD DCCK V/ OX. I X 6 (HJ No ) pCR/ HETCR HEADCR
/iIJ.IE
srr DCTAIL BELOV
WHEN HOST STRUCTURe IS XASQNARY
/I lOX '/8' V. HEAD SHS
THRU ROOF PAN RI seR ON
1 e' CENTCR INTO STI,rCHER
14 TeACH CND or ROOF.
I' )( I' POST SHO~
4-'10 XI' S.I<$.
Kit ,.OST f NTO
I HTCru DR $CJtC1I V'l.f />CS
I' Xl' CIPOI ~
TT I'l.ATr
. . ....."..
. ..
(J) //4'# X I 1/4'
CalC. A. I. CR TAPCCJ/oI
, 24' a C.
K/CKPLATe OR CAJI4NA SKIN (HlNo O. OJ 9')
ATTACHED V/ POP RHUS OR 'lOX J Ie'
S. H. S. I J 6' C. C.
e)(TltVJJCD />CMleR 11/1/4"
X I 1/4' TAf>CGNS'"
a C. STA<<iCKD
I
~
I
PANS
MASONARY / HeADeR
A TTACHM[NT D[TAJ L
H. r s
DA VI 0 NDRR/ S CNG/ HeeR/ NG
DfSIGNCD TO '" STANDARD iU/LDING CDDC
peR CHIJ'T. 1606 FOR 110 HPH VI HI)
POST CONN[CTIONS
(CARPORTS / opeN !'ArIO)'
No T. S.
eXPIRCS Al"TCR
Pg. j-F
Fn. I. '01
ItOOO STUO
P. T. FUrr
GR'D
WOOD CONSTRUCTION
2$00 PSI
W/ (I) ~
..:......}
'.:':.'~~ :
'Y.('; 12.
,.~ '
. ',t, ::~"
~ RIBBON
(FOR. SCReEN
ItOOO $TVO
P. T. PLArr
2'
T (UlN.)
REQ'D SOIL SEPARA TION
N. T.S.
,. x ,. W/ (I) ~ CONT.
'.j'n. - J.j'n.
J';rr. - ,.;rr.
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
2' O.I.IIN I.IIN. 2$00 PSI CONCRETe tilTH 'X'-IOXIO W,1t:1.I.
-. OR FlIlERIJESH (TYPICAL)
BUORE SL~
" I I "~: ~~~~ ~'
-
fU T SLOfI'C / NO rooTlNO
REV/SED J-7
-~
DAVID NORRIS ENGINEERING
DESIGNeD TO "J7 STANJJARD 6UlLDING CODE
Kif CtWT. 160' rOR 110 HPH IIIND
EXPIRES Af'TER rEA I, '01
Pg. 1-
SH~~T
No.
1
1 01)
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
I _" _
~.....'..'..
. :....,....1;.'
RC AlUM. PANS
/10 X I 1/2' S.M.S.
O.C INTO 2 X 4 PlA re
S~oPE
1011/'1.
\/4' ;fT.
seCfJRC ALUMINUM PANS TO TOP PLA re
CF (NO WALL W/ /10 X I 1/1" S.U.s. 2
12" o.C. (ANO SCCfJRC (NO WALL \f7fT.
STVO TO HOST STRUC1t)R( W/ /10 X J"
. 12" o.e.)
Nore: ONL Y SH(AR WALLS It lOAO BEARING
WALLS RCOUIRC HURRlCAH( STRAPPING
HURRICANE CUP T. It ,. CF (A. WAU. STUO
. 24" O. e. (MAX.)
use SHCARWALJ. STORM BRAce -X PA rTr:RN
'MTH M.H. ST1fAPPING W/ (I) M . (A. STVO.
(OR)
use STORM 8RACC 1/6" TH(RMOPl Y It NAIL!O
PCR UFe.. SPCC'.. W/ HURR. CLIPS P(R ABOI1"
6.
MAX.
08L 2",,4" TOP PlA re
(I) 2' X 4' (II" CONT.)
2",,4" IlOOO STVO
WALL 24" O.C.
$/'" nl/ IlOOO SlOING OR
YlNI1. OR ALUM. SlOING OI€R 1/1" PL Yo W/ u
. ,'/72" O.e. COGCS / INTeRM.
It . J" O.C. TU It ALONG AU. HCAOCRS It !'LAres
(FOR SH(AR It UPUFT) RO'UCCS HURR. CUPS
J/6" OIA. CONC. A.'. 0If 1/4"' TAPCONS
. 24" O.C. (2" MIN. CMBCD.)
IlOOO PLA Te
SECUR( ALUU. PANS
W/ (J) "0 S.U.S./PAN 0 $" oPE
o. c. ('rrl>. . CA. tNO) .. S!-
),I''''
1/4" ;rr.
ROOf" A rrACHU(N T
sa Nores 8l1.0W)
NEW OR (XISnNG
4" 2500 PSI CONC. SUB
SECfJRC ALUUINUM PANS TO TOP PLA re
CF (HO WALL (ANO (NO WALl I1"RnCAL
TO HOST STRUCTVR() WI 110 X 2" s.u.s
. 24" O.C.
J" STRUCTVRAL ALUU.
ROOf" srsreM (TYP.)
" --- BeAU
A TTACHCO . TA:// w/ CAPRI CLIP
OR CA~1lC CUP (sCC Nores BnOW)
2",,2" POST (sa CHART Pg. I-C)
MAX. "-0" SPACING
. .,
'rG. OCrA/.
';{ 1-1-(
RUN (OPnONAL - /" X 2' PURUN)
ALUUINUM OR
WNI1. KICXPure
/" X 2" OPCNBACK w/
1/4" OIA. CONe. A.B. 024" O.C. (MAX)
(I) A.B. . CA. POST (2' MIN. CUBeO. - TYP.)
OR 1/4"' X J 1/4" TAPCON
.J .. ..;.... '~'."-.:.. "FOR WOOD DECK
1.:~:~~~.'.;>~: .....\." (SEE NOTE BELOW)
I 6" I NCW OR [;(JsnNC
,-----, 4" 2$00 PSI CONC. SLAB
,,/IoIONO. I"oareR (TYP.)
1-/$ CONT (TYP.)
SCREEN ROOM DETAIL *
ROOF A TTACHMENT NOTES
* FOR IK)OO DECK: USE 110 SCREW
X J" LG. (THRU 1+000 DECK INTO
BEAM OR HEADER) 0 24" O. C. MAX.)
USE (2) 110 X J" 0 EA. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L I" X I" X ,060" W/ (2)
/10 X J/4" rtKS INTO EA. FACE
!211
CASTLE CLIP:
L I 1/2" X 2 1/8" X .O~O" REC. CHANNeL
w/ (4) 110 X J/4" Tf:KS INTO BEAM OR OPEN BACK
de (2) /'0 X J/4" Tf:KS INTO EA, S.M.B. OF COL.
FASTf:NER TO BE DETf:RMINED
BASED ON CONSTRucnON OF
HOS T S TRUC TtJRE
110 S.M.S. X I 1/2" 0 8"
0. C. IN TO WOOD
!211
(2) 110 0 10" O.C. INTO WALL STtJDS
!211
(2) flO X 2" 024" O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTf:R TAILS
!211
1/4"' TAPCONS " 8" O.C. STAGGERED INTO CONC.
W/ I/O 5.1.1.5. THRU REC. HEADER INTO PAN BOTTOM
/::ifllL. / 1/4" MIN. EMBEDMENT INTO CONC.
I 1/2" MIN. EMBEDMEN T IN TO 1+000
* R[PLACE ALL DE Tf:RIORA nNG
WOOD; w/ FASCIA SECURED
TO RAFTFR (TRUSS) TAILS
THIS STRUCTtJRE HAS BE[N DESIGNED IN
ACCOROANCE 'MTH THE '97 ST.A.NOARO BLDC.
CODe 'MTH ALL Rn1S1ONS TO
CHAPr. 1606 FOR I/O UPH 'MNO Vf:LOCITY
~O AFTr:R 2-1-01
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