HomeMy WebLinkAbout00-9530
BUILDING PERMIT
Ifl D '3S
~UILDINc;) ELECTRICAL ~~-
P'"~rtvOwn.' ~~Ifff
Job Address: _ ___ _
Parcell.D. # :3i./-c2S--:2/- fZ)OID - 0/3Vo-
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09530
Date
&, .- /2-()
()
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Descriotion of Work
NO OCCUPANCY BEFORE C.O.
FINAL
/}.///,@O
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances,
c.o.
DATE
Inspector
(,)6
Valuation o~ ~/I, Jl.r'7" --
Contract Price ~
City License Registration # ~ 0
State Certified License#
MEC
Ftr. t:,,-, /3 _00 9.L
Pre SLB h-tl-f-OCJ 5d IL.
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 ($ 25.001 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.
1~2- tJ.. U::f'~,-~rrl':::'N
~~
~
vAU). Ll,OLkO.vb
BUILDING: / 20, DC.
ELECTRICAL: 3~ ct)
PLUMBING: /Jjlt
MECHANICAL: f'J If!
7 ~6 ~ H, RADON: 7" blo
CREDIT: tl/ft
SEWER:
WATER:
TOTAL:
I
T.1.F'sl N/A I
--- 1"t.. (
(P'14L I ro'2--~?~---- ...
.~ ""
'~1'71~; Nli-U~~ ,w. ( is~O
-
SQ. FEET PRICE
MAIN OR LIVING AREA .
.
OTHER AREA UNDER ROOF I ,- 00 7 'S Co
~.
OTHER
APPLICATION FOR PElUaT
CZTY or ZEPHYRRZLLS
BUILD:IN'G DEPARTMENT
'1/2(,/00
DATE RECEZVED
PLAN'S REVIEW I'EE
OWNER'S NAME Gtl+N/J
JOB ADDRESS -S '77/5
/-foil ( Zt; jJ
NwKoM
fYI-H. (J.
I/. V If, I--.(Y, I z. >
PHONE
7f 2 - / ora if
SUBDIVISION0tAttO J.i()~( cl) N
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # 'g1f-1.5 - ~/- DOf 0 - Of 300 - 0 12-?
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~ CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
DSIGN
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~ER
fJUfItf ( ,A/..r.AA-
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
BUILDING SIZE
t fiflIl (J IL ., I ~ UlH.:fI./ /lo fJ/fA. J V -Ill) lht.A-
I I
SQUARE FOOTAGE '7 '3 ~
HEIGHT
DESCRIPTION OF WORK
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
ot"l3UILDING
~LECTRICAL
$ 11.1./57. ora
,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W. R. E. c. j,..{tl.E jt+tf)
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
[!t1)THER IJUN/ll(^N~
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
SIGNATURE
t1^"'j ;3 ~
COMPANY 73~ (.+ CON~rtl(jc.rtON tJF CWr/ltil 1=( ,
STATE CERT OR REGIST # CGCo !i?'7 t"z.
CITY PROCESSING # ~
BUILDER
*******************************************************~.**********
SIGNATURE
~I A. 0a1uf2
COMPANY ACrE (;LCC nL((...
STATE CERT OR REGIST #
CITY PROCESSING # I f'l
ELECTRICIAN'
*******************************************************~,**********
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
* *** * ** * ***.* ** ***** ***** ***** ** ** ** *** ** * ** ** * * * *******~. * ** ** *****
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*******************************************************'k*********
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 they
will be responsible. If you, as the owner signs 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 may be an indication that he is not properly licensed and is
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 to
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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
J=17? ~
SIGNATU~ OWNER OR AGENT
~AOj 13~
SIGNA: URE. CONTRACTOR
STATE OF FLORIDA PASCO
COUNTY OF
The foregoing instrument was acknowledged
Befo;r;e me this~ day of APJl.tt... ,>>~
by LSI2UcA~ A _ A- 51Jt~i--
~ame of person acknowledged)
CfWho is personally known to me, or
STATE OF FLORIDA
COUNTY OF
The foregoing instrument w~acknowledged
Before ~ this ~day of fU L ,_ZJ;p::>
by u;- A-. .A-51.SGL-
~(name of person acknowledged)
~ho is personally known to me, or
P RS< 0
of identification)
take an oath.
Dwho has produced
(type of identification)
~id not take an oath
o who has produced
{type
and whoD did 0 did not
---1~ A~ ~
Signature of person taking acknowledgement
and who Ddid
~
4. ~
Name
BClUcE. A . I+~IJI=L
tYPed'~' ~AH.eI stamped
* *Mt Commission CC748677
~..,,:I ElqlifeSJune 22, 2002
Signature of person taking acknowledgment
TSttUCE 1/-. A-SIJ(~L--
Name tYPed'.~~ s~fP
* *Mt Comf1l\SSiOl\
~..,,:I Elqllr8S June 22, 2002
. t .
Yv
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111111111111 1111I1111I1111I11111111I1111111111I11111 11111111
2000066841
Rept: 416767
DS: 0.00
05/30/00
Ree: 6.00
IT: 0,00
_~_____ Dpty Clerk
~~~3~~~~tlAr~ : ~"S~O fOUNT:f CLlRK
OR BK 4374 PG 1957
Stltll)t
~iO /U VA-
NOT%CB 01' CO$u.mH'qEKBHT
County ot PASC 0
'iUS lIHnCI\SIOHl:O houby 9iv., notio. that .l:mpc-ovom,nt wLll bo modo to cut.:li.n
rl.:ll prQPlrty, and in Iccoed.noe with Chapt.e 713, rlocidl 5totuteo, the
follo...,inC) intormotion 11 providod in thh Notice ot COIMIOnenl/lCllt,:
-pl- 2-~- 'Zf -()tJf tJ -0/ Jao- 0 11- 3
LtJ, /2 3
. c,ot a
/II-V /Ill Nt/ AIf. fl+ C/:A- G IE
I.
t J
1.
"
Cen".1 O.scriptlon of l.prov...nt
). OliO'or lntnrnlltionl Homo r;:;jl..IM/lJ )../..()IU'lotv' fV1..f1.I'.
McJr....S171 f) tJtfi/ttJM. I/.vE. City 2E'f/fyfll-/-l/"L.f 5tH. .I=L ,
lnterut in Pr.Up.ctYI
H,"" ot r.. Simple Titloholdorl
(It oth.r thtn own.rl
^dd re II
. .
5t.:lto
City.
II.
Contractor: N;;Jmo1?111 CCNc;.r/2U(..TIt>~ O~ C61~i7lA(..
^udrut/02t:; 1f1tM1~ Ilflttt5E 12P. City 2g/l<.//2lI, l-L 5
t=-L ,
State t=L, 3?sl/:3
S. Surety: N;;Jrne
^ddroll
City
St.tt
Mlount of Bondi $
6. Lllnd,c: Nam,
^duroll City StcHC
7. P'rlon. within tho State ot rloelda d..i9natod by Owner upon ",r:c:n
noticlS oc othoe document. may bo ,u'ved I' pt'ovided tJy SeC~1on
71J. IJI 1)la)(7), rlori~a Statu~o'l
1'/ (1/71 0
^c1dr..,
City
StoJ""
e. In .dditt.o.n to himnlt, Owner d'OIi9"6tU
ot to coe.Lvo a co~y ot t~~
Li.nor', Hotl.<:. al providod 1n Seotlon 7!J.1JIlllb!, Plor.do St6t1l~t'1.
'J. r..p.irfll..irJn dn"l or Hot-ico ot COlllmonoomon"'.It-h. oxpLrotl.c.n d.HU i. I Y~or
tc?m the ~~to ut cueocdinq unlo.. " ditt.cont dato 1. .pecit1ed, I
SiC) n a t u reo t Ow nor:
IG ';+/217
Sworn to and subscribed betore me thi.
i:lL 2l1Jp.
/~4,~
Not.:lry Public:
M.y.COtn;nl O. ion ElIpicI.1
~ Bruce "AIbeI
r'b*Mv eomm\ISICft=.m
@.1 explr8I June 22, 2002
01/20/00 THU 12:37 FAX 813 782 3966
GRAND HORIZONS HOMES
fll001
B&:H CONSTRUCnON OF CENTRAL FL. INC.
4025 Morris Bridp Road
Zep!z,yrhilIs, PI. 33543
nF..E ESTIMATES
}.800-224- J 206
Li~.Bondod.lD.s\Ired · Skirti:aI. Str:pJ. ~ A44itions.A1\mJmum*Concrete ,
/,2.1 Subdi:vjsio~7'71S- .N'~Q ~", ~vE 6AAA;(1 htJRlzoAJ
Glass R,Qom Walls
sm,1ota.maW~ _E.~x._
WIlIs_+_+_+_-_lIFx_
1l~ Wlalar.d ~+_- _VF l(__
Mbc:
Lot #
~I:D
PaD Color
Trim CQlor
I ae.m Colot
, All &l\lmialG root) mo;.l~ PaDs. Tria. 0\11_
, ~ 3-.1 POftI&, 2x" __.ad AiAP PIJIIb.
H- Pms~ Pc L<<c.1I..Z. Sq Pt x 1.75 . 3.1'
~htu--xLPt ~ ft x 2.7S. 3.l5
_Pans _F't lOF'lI-Sq Pr x 2.1S . J.IS
_Pans__"t Lor~Sq Pt x ~.1~. '.15
ValarIQC_Fronr__Itc:ara..LJFx 3.64
~ oa HoMe__ 50 UF x 3.7S
Gable IkaIIt Work on front LA:IlId -119.60
21(1 SM 80m LIf)l; ".ft
2~ SM Bc:am ~~ L1f x 6.?6
ACC'at Dcor -... EA x 62.40
Mise --
SCREEN ROOM W AU..S
Lap Kf' J:L. + .&. +- .l1- + _ - .!d2..lJFx n.n
Sereen [)(.or Inclu4eJ:
CI~ and ThJUhold-- -L-EA x 78.00
Gable Fill - one side --- lJF:It t2.48
lft.Nlata JGd( Platc-..-- --x:Jf X 3.00
fan Barn ~ot Wlrnf)- .1_ X .51.00
IILr"" F"'Hf~
UTILITY ROOM
Pan Shed + ... + .. 1JF x ~.Ol
With 2x2 Alwn -or 2:'(4 Wood $"'* 16" OC
L..f e'lft41' tL .+IJ... + fL:+ _7:. .JJ:..Uf )l, 2$-<<)8
ElUtir Door aDd I Window-- ~ x IJ4.10'
Double ElilQf 000f l Window x )4&.40
Slider W~ (!xtra)--.-- -L J(. 46.80
8u! Shield----- LJ... LIF X 4.16
Mj,c___.
VINYl ~OOM WALLS
Vinyl Wall:'l__ .. _.+ _ ... _ .." _Ufx_
In5ide IGdl; p~----- L/Fx 4.~
Up Top inside an4.)U( -.- _L.lFx.12.48
Florida Glast----- __1.J' x 3.31
11\SUJIllC' Top Uld BottOftl- _LIF x 4.4$
Doon lnd\lCk (2) 2 TAoek Van.
Threshold IIDd 0011O.. _EA x I \.,.~
Ml~
Up Sicliq . .l.flLL/f 11 6.24
.'IIlIed".il~ . .._UF x 1's.60
$alp ~UiDl------------ --L-EA X "12.$0
a.r.,e Door---- _x_EA:II.
~Door Heeda--- _x_fA x
Mix:
AUJMtNlJM TOTAL
CoDCtete 8Dd Brlck Work
htio $1aOo--- ...tI2...:It~ - ~Sq PI .
Patio ~---- .a....)(..L6.. .. .LtLSq f'll(
hUo Slab .. 't :: _ Sq Ft lC
Sidot Walk ::::l:x:z:. - .J.LSq F1 )I
Driwway 1l!:L- x..ll/L - -*- Sq ft x
Dri~':""'f~ .-.:L..1t1- "" -LS<l f'I: x
AU- CCllldit~. Slab x - Sq Ft x 2.00
am.d Ori1ity AreI- -1 112" Y")""lIr '000
- ~ J.
RaiMd hdo' Cwnt4.LxL.. - ..L!LSct Ft ~ 6.75
ItQoecl "06 Cour'Sll5_lt_ - _Sq Pr x 6.7S
0. 6,..,.. Can.J-~ -..&....UF x 1.10
~ (h12 ~) J8:...1.IF )( 3.S0
Feoeer <Skirtin,s)---L&....1..If ll: 2.,~O
1 TIf*I s.ep-.--- . --- _ EA x 58.00
:z n-4 Step. - -L- EA )t 11 ~.OO
YTnia Step. -'-- EA x 174.00
~,.... _EA l( 1".00
Brick SIdrcina Max' Hieh
0.. , JlW ft ptf' CoQrse cbarJe _ VF x 1.60
, S,lit8rick Ajz Stack------------._LIF x &.00
Split Brick Solid '.JlILLIF :It 9.00
0.. S pc It per CoIne ~ l.IF x 1.10
fWVin. I~T:.- ......L-LoU.i ~___4'
~ '.
M1K:
Ol'\ctete
uminum
Permit
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8"
2' x 7' S. M. B.
I ,j
L.062
rfP"" HEIGHT/SPAN
2' x 8' S. M. 8.
_ -:-224
sx-e. ~4
SX-4. 44
I
\072
",? HEIGHT/SPAN
Ir _
'I _
, -
-
-
- J
-
-
-
~
t:
9"
I
PIS. j
~072
2' X 9' X . 072 X . 31 0 S. H. B. ~Ijf'ooj
- I-'-J70 SX-6, 77
, I A
~072
ofP'" HCIGHT/SPAN
-
-
-
, -
-
- J
- 1
TYPI CAL ALUMI NUN COLUMN & B~AM D~TAI LS
TABLeS FOR SCReeN ROOMS 8. ROOFS ONL Y
E' j) "AX SPANS Jo/A Y " INCReAseD eox VHeN CONTI NUDUS oveR
J NTCRI OR CDLUHN SUPPORT
e) ALL JeAX SPANS ASSUHC LATCRAL PURLlNS (e'xe') , goo' FRAMeD
ACROSS Roar , CACH POST IN SCRCCNeD SI DC VALLS
3) VALUCS Jo/Ar JC JNTCRPOLATCD FOR INTCRHCDIATC LCIoKiTHS OR SPACINGS
DA VI D NDRRJ.S CNUl HCCR/ HG
DeSI GNCD TO "7 STANDARD aU! LDI NG COJ>C
peR CHAPT. 1606 F{}R 110 HPH VI ND
eXPI Res ArTeR FeR. 1, ' 01
]
j
Pg. 1 -A
~DG~ B~AM SPAN TABL~
HAXIHUH COLUHN SPACI NG - fifth ~ufu1N
ROC. F PAN SP~FT, 0, H)
e:DC[ B[AH SI Ze: 4' 6' 8' 12' 14' , 18'
2 X 2 :; , 0 4 4 6'-4 '- , ~'-O' 4'- 4'-2' 3'-1}' J' - , 3' -6'
Po tl 0 x t. 7' -2' , - , 5'=8-- ~'-2' 4' -9' 4'-5' 4' - , 4' -0'
2 X 3 :, ' 050 8' -1 0' , - I' 6' -/0' 6' -3' ~' -} 0' ~'-6' 5' - , 4' -/0'
Po tl 0 x t, 10' -0' , - I' 7' -9' 7' -/ ' 6'-7' 6'-2' 5' -} 0' 5'-6'
2 X 3 X , 050 7' -/ 0' 6'-10' 6' -/ :>' -/ :i'-c' .f -10' .f' -/ 4' -4'
T/ { t ~ x t. 8'-8' 7'-8' 6'-/0' 6' -:r 5' -J 0' ~'-6' ,'5' -2' 4' -10'
2 X .f X . 044 /3' - I} , -8' 10' -,,' ';1' -0' I:J' -/ U' I:J -;1' /' -';1 7 -4'
X 120 S, H, B, 14' - , /2'-/0' U' -6' / U' -6' 9' -9' 9' -2' 8'-8' 8' -2'
C X .f[: 0:i0 9' -/ , 8' -7' 7' -8' 7'-0' 6' -6 6 -c' ~' -9' '" -6
T/I t xt, 10' - 0' 9' -7' 8'-8' 7' -/0' 7'-3' 6'-}O' 6'-~' 6' -J '
c X 6 X , 055 1 9' -0' }6'-7' 14 -} 0' } 3' -7' 12' -1' I} , -9' JJ -/ /0 -6
X , 1 20 S. H D, 20' - 1 0 ' 1 8' -2' } 6' -3' 14'-11' 13'-9' 12'-10' 12' -2' 11' -1'
2 X 1 X . 062 18'-10' 16'-10' } 5' -5' } 4' -4' 13' -5' 12' -8' 1 , -0
X , J 20 S, H. B. 20'-8' 18' -6' 16'-}1' } 5' -8' / 4' -8' 13'-/1' J '_8'
2 X 7 X , 062 cJ -c' I 'Y' -.f /' -10 16' - 9' ,y - 0 '_0 '
S H. B 1//1 NSCR T 23'-3' 2/ ' -3' / 9' -8' J 8' -4' .' 7' -4' J , -6 '
~ cU -" / 8' -I J J 7 -8' '6' -8' 1 -10
...~~::~: 19' -5' '8' -4' / l' -~'
/ 9' -6 18' -6 1 /' -6'
e3'- 2/'-1' 20' -~' 1 'Y' -.f'
I I " -
-j f-!.' O/H (T '(P. )
Ii
Q !
e, 11\
~ g
~
SPAN
-j f-!. 'O/H (TYP. )
1 /.f' /FT,
Ii
~ ~ ~
! g ~
~ ~
SPAN SPAN
I/.f'/FT, (HIN.)
12' AL, ROOF PANS
E:DGE: BtAM PLAN
CE:NTE:R BE:AM PLAN
C~NT~R B~AM SPAN TABL~
.'.
HAXIHUH COLUHN SPACING - SIHPLC SPAN
CONTINUOUS
NOT[,
YAl.iXS /</Ar If INTCRPOLATCD FOR lNTCRi'lCJJIATC LCNGTHS OR SPACINGS
DA VI D NORRI S UIGI NeCRI NG
DCSI GrlCD TO '97 STANDARD 6Ul L DI NG COD[
PCR CHtV'T. 1606 FOR JJO HPH vrNJJ
Pg, 1 - B
CXPI RCS ArTCR r[l. 1, '01
INTERLOCKING ROOF PANS
ROOF PAN (ALLO'/' JOOJ H-16)
rf
I
'/' VARlfS--.....
12"
[f
I
'/' - .OJ2---..
12'
.-.u SPA!{
4'(811.
16'-0.
.OJ2 .608 15'- 6. 18'-6.
{
I
.0.J2 .J.U 1/'- O'
IJ'-O.
10 Tr: PANS IJA'/' OVf:RHANG 1/5 OF SlIJPLf SPAN, (UP TO J' IJAX.) SPANS IJA'/' Bf INCRfASED 2"
TOR [ACH 12. OF OVf:RHANG. CONSUL TAN fNGlNUR TOR
CR[A TFR o Vf:RHANG.
SECUR( ,A,LUW. PANS
.../ (J) 110 s'W.S./f'AN
It'/ ~~S (T"r1'. . CA. END)
oPE
J. STRUCTURAL ALUjJ,
IrOOr S YSTnI .'
2" SOW. KAJJ (seE o.ARTS)
(2) 1/4" {)IA.1t J 1,/1" ST. THRU
Ia. TS
J 1/1" X I 1,/1" X 1/1" t BASE WI (2)
1/4" {)IA. TAI'CONS QIl (()I.)/V./poST wi
(2) 1/4. {)II.. It J 1/2. sn. THRU I1C1LTS
- rc.- QIl SJO€ WooN T AU 0 ttt:O-
ALUItI. lASE /NSER T
WI (2) 1/4" 0/04. X 2 1/4. TAPCONS
(2" /J/N. -EIJBCD. mo.) SECUR[ ,A,LUIJ.
m. WI (2) 1/4" 0/04. THRU ,cas
~.~ ; :.! ',: .'.
: .,. r
SUo.6
>IT POS T CONN.
XTAlLS PM;E 1-,
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N. T. S.
ALUHlHUH Rt::J/Y ,.A/VS - Ie' X e.:S' x IJO:S-H381 PANeL
AS HllNUf'ACT~D GY ItDYAL ALUHJ HUH, INC., LCLSJURG, FLORI DA
VI 1m
H
OPEN J 3' -I' 14' -0' 14' -4'
IWLDlfoI(j .014' J e' -I' 13' -0' 13' -4'
J I' -I' Ie' -0' Ie' -4'
PARTIAL I J ' -I' I Z' -0' I Z' -4'
ENCLOSED .014' 10' -I' I I' -0' J}' -4'
IUJ L PI N(i I 0' -0' 10' -4' 10' -II'
ENCLOSED I" -4' I 3' -I' 14' -0'
IUJ, L DI N(i . 014' I I' -0' I I' -4' I Z' -II'
JJ' -4' I I' -II' I Z' -0'
ROOF A TTACHMENT NOTES
FASTtNfR ro Bf DfTtRJrlINfD
8ASfD ON CONST1?UCnON OF
HOST ST1?UCTURf
/10 S.JrI.s. X I 1/2' " 8'
O. C, IN TO lKX:lO
J)fi
(2) /10 " 16' O.C. INTO WALL STUOS
J)fi
(2) fTO X 2' " 24. O.C. THRU
3/4 (JrlIN.) FASCiA iNTO TRUSS OR
RAFTtR TAILS
J:Jfi.
1/4'_ TAPCONS " 8' O.C. STACCfRfD INTO CONe.
W/ /10 S,JrI.S. THRU REC. HfADER INTO PAN BOTTOM
~ T 1/4' JrlIN. fJrl8fDJrlfNT INTO CONC.
1 1/2' JrlIN, DJSCDJrlfNT INTO WOOD
* RfPLACf ALL DrTERIORA nNC
IK)OO; w/ FASCIA SECURfD
TO RAFTtR (TRUSS) TAILS
J)A VI D foO?Rl S eN(jJ HEERI HG
DESI Gl-CD TO '97 STANDMD IUILDI foIG CODe
KR ~T. I~' FOR JJO HPH '>'lfoID
Pg. 1 - D
eX,.IRES ArTeR FeJ, /, '01
POST NOHI HAL SCRfCHCD VALLS SOLID VALLS
VALL
SIZf HCI GH T POS T SPACI Nfj POST SPAC/Nfj
7' $' -" I' - J D'
f'd'xO.040' " ~' -D' t'- D'
e'x)'x. 0:)0' OR 7' "'-D' ~'-D'
f' 1 f' t'1 (/) [ " 6'-D' 3' -D'
9' $'-D' t'-~'
1/f'1~ 1/8'1.060' I D' ~' -D' I' -D'
7' $' -7'
e' x3' x. 070' OR " ~'-t'
f' 1 f' 1'/ W C 9' 3' -3'
1/f'X! 1/1'1.064' I D' - ,
7'
"
f' x3' xO. 064' "
10'
7'
l' xJ' xC. 093' "
"
10'
7'
e~oo PSI CONe.
GRADe
1/ POST LCNGTHS AND SPACING FOR WALLS
SUPPORTING SOLID ROOFS (J2'SPAN+J'O(H) .
· e DIHeNSIONAL LOADING - COHRINeD AXIAL (Roar) &
8fND/Nfj (VIND) LOADINfj. FOR eACH ADDI TIONAL FOOT
or ROOF SPAN <OR OVCRHANG) > J 3' RCDUCC POST
SPAC/ NG BY ax OR FOR CACH FOOT OF ROOf' SPAN
WR oVeRHANG) < J 3', I NCRCASC POST SPACING RY 8X.
H<-e4 '
3/8' DI A. RCYoR
6' LGo THRU
POST
<,[1
12' DI A.
. ;,
}
" RCRAR CONT.
POST FOOT! NG DCTAI L
N. T. S.
NorD rH~ ABOV~ DeSI GN ),II LL
CARRY A CONTRI BUTARY
LOAD OFI 50 S. F;
100 S. F. FOR H=30',
AND 150 S. F. FOR H=36'
J
8' HI N.
THK'ND SLAB CDGC'DCTAIL
N. r. S.
DAVID NORRIS CNGINCCRING
DeSiGNeD TO '97 STANDARD RUlLDING CODe
PCR CfWT. J 606 FOR 110 HPH VI ND
Pg. 1 -~
CXPIRLS AFTCR FCR. I, 'OJ
(OPT.) " STCp FASCIA V/ 110 X I'
I H' a C. (R
2' X 2' X O. 040
S T I FFeHER
NOTCI FOR OUTSI DC SPANS>
USC 2' )(3' (VCRT.)
OR 6' STCp FASCIA
V. HEAD
ROOF PAN
, X J' X 2' X 0.060'
INGLC CLIP V/ (2)
IJ 0 X '/6' V. HEAD
:xS. CIICH VA Y.
TY~ SCCTION DCTAILS
No T. S.
1 X IILUX. COt..
(I) J/4' DJA. XI 1/4' COHC.
OR T.vCOH , 14' a C.
~I X 1 III..UX.
U,SC Pl.1I TC
I' X I' X 1/1" X I'
/III../JH. CLIP V/ (2) 110.
X 1/1' TCK SCRCVS I H
CII. DJRCCTION
NOTC-
AT CORNeRS USC (J) 1/4' DIA.
X 2 J/4' CII. DIR. ,
4' (HAX.) FRC;I CORNeR.
4 .
. .,',
. .4'-
. . ,
;. .
.. .,.
. .
,',. ..
. .'
: " :4 ~. ..
SLoPe HI N. 1/4' /rT.
'.'.
'.
,i,...
. - -
(I) 1/4' DI.... S'TL.
TI-RU M:X.. T S (T Y1'. )
I X ALl.H XAH
J X J AL(,ll( ca..
w:JTC- THe KLOV DCSI GHS VILL CARRY A COHTRIIUTARY
LG4D (T 1$4 S. r. - NeV '" X " rro. (100 S. r. - CXIST. 4' SLIUJ
ALLoH IASC IHSaT V/ (I) 1/4' Dlt4. X II/I' T~OHS
, (I) 1/4' DIll. TI-RU M:X.. TS
al
I' X I' X 1/" ALLoH ANGLe V/ (I) 1/4' DIll. X 11/4' T~OH
C.... SI DC (T CQ.(.H( V/ (I) 1/4' D! A. THRV MJI.. TS
Q!
J I /" X I I /1' X 1/" RCCCY! H(j CHllHNCL
V/ (I) 1/4' DI.... X I 1/4' T~S , (I) 1/4" THItIJ M:X..TS
Q!
ALL (T THe AXJYC H.4Y Ie CCNCCTCD TO It'OOD HeIlDeR
IY SIJUTITUTIHG (4) '10 S.I< S. (I' HlN. CHXDJ rOR T~O'IS.
:~" . :,.'. ,.',' '..::.... :.::.": .,'. '1': 3 j /''''
f.' ... . '." '.' c;
.. .:.",,', (/0( N. )
. ., ,0 .1 . ., ,,':~ .:
CXISTlNG 4' COHC. SLAI V/ NlJ CRIICKS VI THIN 30' or POST
fJB NeV THK'ND 6' X 8' HDHO rOOTING V/ (I) " CONT:
fJB VOOD DeCK V/ DJL. I X , (HI No ) pCRI HCTCR NeIlDeR
J:JI)E
SEe DCTII/ L RLLOV
VHEN HOST STRUCTURC IS HASO'-JARY
" J 0 X 5/8' V. HEIID SHS
THRU ROOF PAN RI SCR ON
J e' CCNTCR INTO STI fTCNER
II T CIICH CND OF ROO/".
~ Z' x e' POST SfoO'iIN
_ 4-'10 X I' S. No S.
Kit ,.OST INTO
I NTCItJ OR sotelt' V".. UC S
I' X r OI"CH lACK
rr KATe
.'
,. "-(J) 1/4" X 2 1/4'
CONC. A. I. (R TAPCOH
I 14' a C.
KICKpLATC OR CAU,HA SKIN O<I/N. O. OJ 9')
A TTIICf€D V/ POP RIVeTS OR 110 X I /~
S. H. S. I 1'" C. C.
. CXTItUDCD HeADeR It'/ 1/4"
X I 1/4' T~ONS , "
a C. S'TA(j(jCKD
~(I) '10 X $/" ~ No S
i "'" a- '^ " '"
~ La' VI DC AL(,ll( f'AHS
HI H. (3J Kif I'M
~
HASONARY / HeADeR
A TTACHHCNT DCTAJ L
N. r. s
pas T CONNCC Tl ONS
(CMpOR TS / opeN ,.ATIO) "
DAVID NORRIS eNGINeeRING
DCSIGHF:D TO '97 STAHIWlD IUlLDING CDDC
PCR CHAPT. I '0' FOR JJ 0 !</PH VI HJ)
Pg. }-F
No T. S.
eXPI RCS III'TCR
FeJ. J. '01
ItOOO STVO
ItOOO STVO
P. T. PLA. rr
GR'JJ
P.T. purr
2'
T(/,//N.)
WOOD CONSTRUCTION
REQ)D SOIL SEPARA TION
N. T.S.
2' o. UIN UIN. 2~ PSI cavCRErr 'MTH 'X'-IOXIO W,":U.
-. OR f'lM::RUCSH (T'fPIC.4L)
BUOItC Sl.QpC
,I I ,,': ~~S':": ~,
~
IUT Sl.ON / NO rooTING
,. x ,. W/ (I) 16 CONT.
1.,IfT. - J.,IfT.
2500 PSI CONe.
W/ (I) 16 cavT.
::~;3: I 1':.<3<<.':,;.
..... .... , .... ....,..,
1'., 12. /'..rt.:; ....
'.~.~ . ., . . ,
!.; ~ I 12" I
.,.
~ RIBBON FOO TlNG,
(FOR SCRaN CNCLOStJRCS)
12. X ,. W/ (I) 16 CONT.
J',IfT. - '.,IfT.
FOOTING DETAILS ADDRESSING EROSION
N. T. S.
JJAVIJJ NORRIS ENGINEERING
DESI (;NCJJ TO ''J7 STAN/JARJJ IUILJJl NG CDJJe
I-CIt awT. J 606 FOR J J 0 HPH III NJJ
Pg. 1-
SHE:E:T
No.
eXPIRES ArTeR Fe~ J, 'OJ
REV/SED 3-1
-~
1 0 i)
MASTER PLANS - 170 MPH WIND REGIONS
ALUMINUM PA nos, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
1
RC A(lJiJ. PANS
I/O. X I 1/2' S.iJ.S.
0. C. IN TO. 2 X ~ PLA rr:
Sl.oPE
lollt-!.
,/.'lfr.
R:
SECURC ),WUINUU nNS TO. TOP PL), rr:
or eND W),LL w/ /10. x I 1/2' S.U.S. 2
12' o.c. ().No. secuRe eND W),LL "f:lrT.
SnJO TO. HOST STRUCTURE W/ /10. x J'
. 12" o.c.)
No.TC: ONL Y SHE)'R W),LLS It Lo....D 8eMi/NC
W),LLS REOUIRE HURRICME STR)..PPINC
HURRIC...NE CUP T. It I. Of' C.... w..w. STtio.
. 24' 0.. C. (U"'X.)
USE SHEMW),LJ. STORU BR"'CC-X PATrrRN
'M TH U.H. S Tlf)"pPINC W/ (I) 44 . "". S Ttio..
(OR)
USE STORU 8R).(:C I/~' THeRUOPL Y ... N"',Leo
peR lrIFC,. SPEC'.. W/ HURR. CLIPS peR )'80.~
08L 2'x~' T'OP PL),rr:
(I) 2' X 4' (IF CONT.)
2'x~' IlOOO SnJO
W"'LL 2~' o..C.
~.
IJAX.
$/" n 1/ IlOOO SlDlNC OR
WNl1. OR ),LUIJ, SlDlNC O\o('R 1/2. PL Yo W/ 1<1
. "/12' D.C. eDGeS / INTCRlrI.
It . J' D.C. T1t.6 It ),LONC ..w. HEADERS It PL), TCS
(FOIf SHCMf It upurr) RCPLACCS HURR, CUPS
J/~' 0.1),. CONC. ),.1. 0If 1/4" TAPCONS
. 2~' o..C. (2" UIN. ElrIBCO.)
IlOOO PL), TC
SECURE )'LUlrI. P).NS
w/ (J) ~Io. s.U.S./p)'N . $. oPE
0.. c. ('rrl>, . E),. [NO) .. SL
10111,'
I/It'lff.
~ ... TT),CHJ.teN T
~ No.TCS BCLo.w)
SEE FTC. o.EWL
P...ce I-H
SECURE ...WUINUJ.t P"'NS TO. TOP Pu. rr:
Of' END W"'LL ("'No. END W"'-LL Vf:R nc,v"
7'0 HOST STRUCnJRE) W/ f10. X 2' S-U.S
. 24' D.C.
J. STRUCnJRM ),WIJ.
ROOf' SrsTCU (T'rP.)
. --- SC...U
ATTACHED . TJdJ w/ C...PRI CLIP
OR CA~1t.C CUP (sEE No.rr:S BELOW)
. .,
'TC o.eTAIL
'J[ I-H
NEW OR EXlsnNC
~' 2500 PSI CONC. SLAB
I' X 2' PURUN)
T'rP.)
· FOR WOOD OECK
(SET NOTE: BELOW)
ROOF A TTACHMENT NOTES
* FDR 1+000 DECK: USE 110 SCREW
X J. LG. (THRU 1+000 DECK INTO.
BE.A.M OR HE.A.DER) 0 24. D. C. MAX.)
USE (2) I/O X J. 0 E.A.. PDST
CLIP A TTACHMENT NOTES
C.A.PRI CLIP:
USE (2) L /" X /' X .060. WI' (2)
I/O X J/4" TfKS INTO E.A.. F.A.CE
f)f1
C.A.STl.f CLIP:
L / 1/2' X 2 1/8. X .050' REC. CH.A.NNfL
w/ (4) I/O X J/4. TfKS INTO. BEAM DR DPEN BACK
&- (2) 1'0 X J/4" TfXS INTO. fA. S.M.B. DF CDL.
FASTfNER TO. BE DETfRMINED
BASED ON CDNSTRUCnDN DF
HDS T S TRUC TURE
liD S.M.S. X I 1/2" 0 8"
0. C. IN TO. WODD
f)f1
(2) 110 0 /6" D.C. INTO W.A.U STUDS
f)f1
(2) {10 x 2" 0 24' D.C. THRU
J/4 (MIN.) F.A.SCIA INTO. TRUSS DR
RAFTfR TAILS
f)f1
1/4" TAPCONS 08" o.c. ST.A.CCERED INTO CDNC.
W/IIO 5.M.S. THRU REC. HE.A.DfR INTO P.A.N BOTTOM
I::1.fllL. I 1/4. MIN. EMBEDMENT INTO. CONC.
I 1/2" MIN. EMBEDMEN T IN TO. 1+00.0
* REPLACE ALL DETfRIOR.A. nNG
WOOD: w/ F.A.5CI.A. SECURED
TO RAFTfR (TRUSS) TAILS
THIS STRUCTURE H),S BEEN DESIGNED IN
ACCORDANCE I'ttTH THE '91 ST"'NDARD BLDC.
CDDE !+fTH ALL REVISIONS TO.
CHAPT. 160.6 FOR 1/0. MPH !+fND VELDCITY
V'Q'D AFTfR 2-1-0.1
010. VlO NORRIS ENGINEERING
112 COI..EMIo.N RD.
!+fN TfR HI. 'rf:N. F1.. 33&30. P 2 [
(863) 299-10+8 9.-
"',
VARJ E:S
61 -0'
----ot
---'-><
BACK UP VAL L
UNDeR MOBIL[ HOM[
BXBXI6 C[LL BLOCK
I
~
V) I
l..i I
'---,
Q:
sl
I
I
NOT[, rOR HE:IGHT < 32', C. B PI[RS
, B' -0' 0. C. (M,A,X.) AR[ ,A,LLOVCD
rOR HE:lGHT < 24', 12' VIDC rOOTCR'
C. i PI CRS , 10' -0' a c. (fW.AIX.) ARC ALLOVCD.
o
. ' Xl 6 '
SPI... / r DR/ CK
VALL
5/8' 1;'[j.AR
ow" rce '[:?
!N!'] 5c-..i
ri-1RLi ;..-[;.. ~
-------"< &. DC K ,
61-0'J I
I
-J
61-0'
6 I -0'
VARI ~S
--- ---- -
N. T S.
6X6 110/10 II II H
OR rI BE:RMCSH
4'/:6' BR/CK
::Jl I [) ,PLI T rACC
,A,POR I<V?RleR
CLC,A,N CDHP,A,CTCD riLL
SOIL TO 95X ST,A,NDARD
DeNSITr.
PI eRS
1 NDMI HAL CONeR[ T[
I i?500 psi ~'I IV.
. . 'T, 5,.,[= CRADe
(i) 15 RCBAR peR
COLUHN , 6' 0. C. HAX
IN CIJ'./CRCT[ riLL 6LK.
THIS STRUCTUR[ H,A,S B[[N D[SleN[O N
,A, CCORD,A,NCf ~ TH TH[ '97 5 T A NO ",'? C :LC C
COOf ~ TH IILL Rf',1S1ONS TO.
CH;\PT 160.6 FOR liD I.<PH 'MNC ,LX--"
VOID ;\FTrR 2-1-0.1
~:JprA,R 8[r"[[H
EP: CK AND BL aCK
8'/8'/.'6' C[~L
i~:-CK 6 ""AX
"'[,' ::,,..'
~
(J) 15 ReBAR CONT.
:J"~[CHTS) 55'. US[SOLlD
i iA'CK-,P .ALL (NO PI[RS)
TYPICAL SeCTION
N. T. S
D;\ ',10. NORRIS [NGiN[[RiNG
II 2 C()([I./;\N Ro.
WIN TrR H;\ YfN, fL JJ&JO
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