HomeMy WebLinkAbout00-9561
BUILDING PERMIT
---
,.--
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09561
10
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pmpertYowne"~.6 ~
Job Address: ~ ' a ,
Parcell.D. # :3-f-;;J-r-.2 /- on; 0 - /J/.$ 00- 00/.6-
Zoning: ~9V Code: ,~ Ga\
Oesc"DUDnD'Wo,k ~rn-C f ~~7'
Date
~--:2./- oD
ME~
Sewer Conn
Water Conn:
Water Meter:
T_'-F.'s:
qmrJ
FINAL
~ ZJ - 6' ty
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
:J
Valuation or
Contract Price
10) DDO"
'i)i>
--
Permit Fee y'
~~\ [Sl(-.<( . aM!
Company
Address
C T;Ie~ 1rt2 - /0(; y
~~
BUILDING
ELECTRICAt.o1~
Ftr.
Pre SLB 6~ L2-P2J~
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) 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 FOR PERMIT
CITY or Zll:PHYRHILLS
BUILDING DEPARTYIi:NT
DATE UCEIVED ~ /27 /0;
PLANS REVIEW I'EE
OWNER'S NAME C,4 rz 0 1- Y N fi4tvr E 5
JOB ADDRESS 3'] (P'tZ NEu/CoIIA AvE.
PHONE '7t l - / V& 'I
La, /r;:
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL ID # "}f-z5 - 2-1 - 09/0- Of], 00 -00 f.5
SUBDIVISION &tlA/vtl f.i~ (Z( Zt>;V
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION
o SIGN
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
o ADDITION
OALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
OMULTI - FAMI L Y
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
{2,~ ,A-rrAc. i-f
//Lv,vt I jl.Jv /Ill ~
P A c!..Aw/.:
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK (Al2fJDtt-r I U - (l-l:>ol''^-
BUILDING SI ZE I!; K 4-1
SQUARE FOOTAGE
b/!i
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.
~ILDING
~~CTRICAL
$ IOdX>O. 00
I
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C.4//~E fHptl
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
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES
o NO
SIGNATURE
~ ;J. f2j~?
COMPANyJ~J.l-c~r{(.(hn()f\/ f!)F ~ {:X,
STATE CERT OR REGIST # Ct5CO ~??rz
CITY PROCESSING # "2~
BUILDER
******************************************************************
SIGNATURE
thu~A. ~1J
COMPANY IJ~ Et_6::.772t(
STATE CERT OR REGIST # ct3co 5')?K'Z--
CITY PROCESSING # Z(p
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
*****************************************************************
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 violater 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/\, 73 ~
SIGNATURE:, WNER OR AGENT
J1"Si 15 ~.
SIGNATURE": C NTRACTOR
STATE OF FLORIDA VA ~ .. ^
COUNTY OF ~I_~~ u
The foregoing instrument was acknowledged
Before me this 'f. 1 day of 1'i11f'f ,--~
by {3p (~,~ ,a. A5f3C L
~(name of person acknowledged)
~who is personally known to me, or
STATE OF FLORIDA DII ~ Co
COUNTY OF U~
The foregoing instrument was a~lmowledged
Before ~ this_ ..2::2-day of ('1+ , .. 2:f2oO
by -1it1P'-4-: /1. p..sBE_
_~(name of person acknowledged)
~ho is personally known to me, or
o who has produced
~ype of identification)
and whoO did 13'(1id not take an oath.
~AkL A-. (klJ
Signature of person taking acknowledgement
o who has produced
~e of identification)
and who Odid (!j(id not take an oath
~ 4.~
Signature of person taking acknowledgment
l?{2UG(~ fJ-, f)58fL
Name typed, ~J!~~RAtbltamped
~1:*My CommissIOn CC748871
.,.......~ ExpIr8S June 22. 2002
v
1111I11111111111I1111I1111I11111111I11111111111 ""111111111
2000066839
,.
Rcpt: 416767
DS: 0.00
05/30/00
Rec: 6.00
IT: 0.00
Dpty Clerk
J0ED PITT"AN~ PASCO COUNTY CLERK
5/30/00 1" : 2~m 1 of 1
OR BK 437'1 PG 1955
"
HOT%CB ot' COltxEH'q!K.BHT
5tHe l)t FL-oI2(DI+ County ot P~5( 0
'iuS I/HnCRsrOHao horeby 9Lve. notiol that l'mpC'ovomlnt will bo mldo to ~~rt.:li.n
rl,:1l property, and J.n acoordano. w.1.th Chapt.r 7lJ, rlorJ.d. StotuteD, the
rollo....~nC) J.n{orrnatJ.on 11 providld in thio Hotic. ot CO/MIOncnl/lCllt.:
1, paroel Ho. 3'1-25 - U -OQl 0 - O( 300 -0 Of!{'
V~ Lo / r;-
. prop.r y an . rllt a t)
2, Cencr.l O~scrlptlon of IllprOVIlllnt ALuM (I.../J/Yl fftdAGE
.
),
Olin'or 1 n tocnl' t .1on I H.mo ('AI2OU(tJ &fht16S
t.dcJ r.. s.s7bt.f2 M;t/~1Yt ,<lVIf. City Z6/JIIYP. /..f{{,,( $'
StHI FL.
Int.ottst J.n pr.oplrtYI
N..u ot r.. Simple Titloholdorl
(It oth.r thtn own.rl
^ddr'I'
. ' .
City,
Stolto
~~'-'
~.. .. Q
I ~,
Contractor: H.:)ml E{(+ (O/VSr:/lU<-T/6;J 'Of=- Ct3:,A/rU,- f::{..
^udr',,'-Ioz5 fYlr$.tl(} !?/lIJ)6I! flt1,City 2EA'-Il{Ilf!t{,{,,? State F{ , ??S-lf.$
S, Surety: N~me
Add rOl'
City
5tH'
Nllount ot BondI $
6. L..nd.r: Nom.
7 ,
AdcJro.. City
Pot.on. within tho Stat. ot Florida
notic.. or oth.r document. may bo
7IJ.l)(lllo)(7I, Florida Statut:..,
St..:Ito
d..iCjJnated by Ownor upon w!".c:n
.erved A' provided ~y SeC~lon
NII/IIO
M1d.r."
City
Stol\..,
8, In odditJ.,o,n to h!m..lt, Ownerd'oliCjJn6tu
ot to roe.ivl 0 copy ot t~t
Lienor', Notlee III prov1d.d 1n S.ot10n 71J.1J(1)(b), Plorido Stollt"~CI,
v. r.plrnL!Qn dn~. ot Ho~lc. ot COM/IIOno.m.n~,(\hl .~plcotLon d~tu 1. I yeoc
tC?/11 the u~to ~t rucordinCjJ unll" a ditt.r.nt dot. i, .pe J.tled, I
SiQnltureotOwnor:
Sworn to and sublcr.1bed
e~,
"'ot,) ry Pllblic:
&AU1 4~ ~
/'I,y ,C 0/11'" I o. ion t x.p L, I I I
~.... BnJC8.~~ ft~
~b'" Myc(ll'lll'lllsslonCC74......
"@; ElcPIreI June 22. 2002
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EDGE BEAM SPAN TABLE
HAXIHUM COLUMN SPACI NG - f:h7fh ~uffu1N
ROOF PAN SPAN (INCL. FT. O. " )
E:DGE BUiM SIZE: 4' 6' 10' 12' 1 4' 18'
2 X 2 X , 044 -of ' - , "-0' 'f'-6' 4'-2' 3' -} 1 ' 3'- , 3'-6'
Po tl 0 Cxt. ' -2' , - , --y-=sr- "-2' 4' -9' 4'-5' 4'- , 4' -0'
2 X :1 X . 050 ' -1 0' , - 6' -10' 6'-3' "-}O' 5'-6' 5'- , 4' -) 0'
Po tl 0 Cxt, 0'- 0' - 7' -9' 7' -} , 6'-7 6' -2' 5' - 10' 5' -6'
2 X 3 X , 050 " -) 0' 6'-}0' 6' -} , ",' -I 5'-2' 4 -} 0 4' -7' 4' -4'
TI I t ~ x t. 8'-8' 7'-B' 6' -} 0' 6' -:r 5' -10' 5'-6' 5'-2' 4' -10'
2 X 4 X 044 } 3'- } } , -8' }O'--" ';I' -0' 8' -} 0' 8 -:i' I' -'7' -'I'
X 120 S, H, B. 14' - , 12'-}0' } } , -6 ' } 0' -6' 9'-9' 9'-2' 8'-8' 8'-2'
C X 4C: 0'0 9' -I , 8' -7' 7' -8' 7'-0' 6'-6' 6' -c' 5' -9' ,. -0'
TI I t x t. } 0' - 0' 9' -7' B'-8' 7' -} 0' 7' -3' 6' -} 0' 6'-5' 6' -I '
2 X 6 X 055 1 9' -0' 1 6' -7' 14 -10' 13' -7' } 2' -7' 11 ' -9' j I ' -I } 0 -6
~ 20' -} 0' 18'-2' 16'-3' 14'-}1' 13'-9' 12'-10' 12' -2' 11'-7'
IB'-10'~15'-5' } 4' -0/' } 3' -5' 12' -B' } C -0
20'-8' 16'-11' 15' -B' } 4' -B' 13'-}}' 13' -2'
2 X X. - 'j' -4' } I - 0 16' - 9' , - O' 1 " -0'
S M B. II/I NSCRT 23'-3' 21 ' -3' 1 9' -B' } 8' -4' I 7' - 4' } 6' -6
; X2;/S ~l~. i:10 --' } 8' -} } } 7 -8' 16' -8' J,' - U
ee'-5' 20' -9' } 9' -5' I 8' - 4' 1 7' --"
2 X 9 X . 072 c:c: -0 i:10 -'7' I '7' -0 8 -6 J / -6
X 224 S M. B. cof'-IO' 23'-0' 2) , -7' 20' -5' } 9' -4'
,
-j f-L' O/H (Trp. )
}/4'/FT. (HIN.)
Ii
~ ~
~ g
~
)2' AL, RQOF PANS
SPAN
CDGC BCAM PLAN
-1 f-L' O/H (Trp. )
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~
g
}/4'/FT,
!
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SPAN ~
CCNTCR BCAM PLAN
CENTER BEAM SPAN TABLE
MAXI HUM COLUMN SPACING - SIMPLC SPAN
CONTI NUOUS
CENTER BEAM SI ZE.
C' x6' x, 0'5x, } eo
S~I f Mo tl no Cxt.
2' x7' x. 062x. } 20
Sri f Ma tl no Cxt.
2' x7' x. 062x. 120
S~' f' Ho tl n~ [xt.
,../In:i~rt
2' x8' x. o 72x. 224
S~{ f' Ho tl no [xt.
2' x9' x. o 72x. 224
Sri f' Mo tl no Cxt.
ROOF PAN SPAN
} 0'
}O'-8'
II' -8'
1 2' -0 '
/ .1' -P'
1 " -1 '
1 6' -6'
5'
,r-r
1_ ,
) 7 -)
IB'-10'
2) -6'
23'-6'
6'
I 3' -8'
15' -0
1 " -7'
/7' - ,
/9' -7'
21 ' -6'
8'
11'-10'
/ :]' -0'
13' -5'
4'-B'
17' -n'
1 B' -7'
cc'-8'
20/'-10'
25'-2'
27'-6'
cO -8 ) I' -) )
22' -8' 19' -7'
22'-)1' 19'-10'
25' -2' 21 - 9'
1 6' -0'
7' -/;,
17' -9'
I 9' -/;,
12'
-9
, - ,
, - ,
, - I'
')' - ,
} " -2'
10/' -7'
} 6' -0'
16' -2'
/ 7' - 9'
14'
9' -0'
9' -1 0'
'0'-2'
l' -2'
2'-8'
10/' -0'
Ie
J 8'
7' - J1 '
8'-8'
9' -0'
9' -/0'
11 ' -4'
} 2' -4'
'- ,
'- ,
, - ,
0' -f,'
, -/1 '
13' -1 '
} 3' -6'
14'-10'
1 5' -0'
/ 6' -~'
}} -I}'
} 3' -0'
} 3' -3'
} 0/' -6'
'- ,
'- 0'
I _( ,
.. - ,
NOT[.
~""-i.JCS ~Ar IC /lvrCRPDl..ArCD FOR INrCRHCDIArC LCNGTHS DR SPIlC/NGS
DA VI D NDRRI S Oo/G) HCCRI N(j
DCS)GNeD TO "J7 STANDl4RD IUlLD}NG CODe
PCR CfWT. } 606 FOR J J 0 HPH 'II ND
Pg. 1 - B
CXPI RCS AFTeR FCI. 1, , O}
INTERLOCKING ROOF PANS
ROOF' P~N (ALLOY JOOJ H-16) ~ SPAN
4"rDUI/I.
rf '/' VARIES" [
I 12" I
,OJ2 .608 Ij'- 6" 18'-6"
fI '/' - .OJ2" r .0J2 .J.U 1/'- 0" IJ'-O"
I 12" I
10 Tf: PANS JJA Y OVf:RHANC 1/j Of' SlJJPU SP~N, (UP TO J' MAX.) SPANS M;. Y BE INCRE;.SEO 2"
TOR EACH 12" Of' OVf:RH!.NG. CONSULT!.N ENGINEER TOR
aREA TfR o Vf:RHANC.
!.LUHI NUN Roar PANS - I ~ X l!, 5' X 1105-H3S1 PANn
AS HNU"ItCTURCD GY ROYAL ALlMJ MM. J Ne" LCCS~G, fUJRi DIt
III NJJ SPAN w/ SPItN w/
H
opeN I 3' -" 14' -4'
IWLDJN(j ,014' I l!' -" 13' -4'
I I ' -I' I l!' -4'
PARTI !.L I I ' -I' I l!' -4'
eNCLoseD , 014' 10' -" ii' -4'
IUJLDING 10' -0' 10' -"
eNCLOSED I" -4' 14' -0'
IUl. L. DI N(j , 014' JlO ~ I I' -0' 12' -"
IN HPH JI' -4' 12' -0'
SUJ1
ROOF A TTACHMENT NOTES
FASTFNER TO Be OETERMINED
B~SEO ON CONSmucnON OF
HOST SmUCTURE
110 S.M.S. X I 1/2" . 8"
0, C. IN TO ItOOO
{Jfl
(2) 110 . 16" O.C. INTO W;.LL STUDS
{Jfl
(2) l'D X 2" .24" O.C. THRU
J/4 (MIN.) F;.SCIA INTO TRUSS OR
RAFTER T;.ILS
!)f1
1/4"- T;.PCONS . 8" O.C. STAGGERED INTO CONC.
W/IIO S.M's. THRU RfC. HE;.OER INTO PAN BOTTOM
~ I 1/4" MIN. EMBeDMENT INTO CONC.
I 1/2" MIN, eM8€DMENT INTO WOOD
* RePLAce ALL DeTERIORA nNG
IK)OO; w/ FASCIA SECUReD
TO R;.FTER (TRUSS) TAILS
1M VI D l-ORRi S eNG! NCeRi NG
ll€SlfXoCD TO '97 STANDt4RD BUiLDiNG eODe
KR C1WT. 1~6 TOR JlO HPH ViND
Pg, 1 -D
J" ST7WCTUR!.L !.LU/J.
ftOOI' S l'S TDJ -'
2" s./J. tJCAJr/ (seE CHARTS)
(2) 1/4' OIA.it J 1/2' ST. rHRU
IC(, TS
J 1/1' X I 1/2' X 1/1' C BASE W/ (2)
1/4' Oil.. TAPCONS ()'f COUIV./poST w/
(2) 1/4" 0114. it J 1/2" S n. rHRU 101. TS
- rr:t- ()'f SlOC /JOON T Au. 0 'il'CD-
ALUJJ. lASE INSERT
W/ (2) 1/4' 0114. X 2 1/4' T!.PeONS
(2' IJIN. -CJJBCD. T'YP,) SECVRC ALU/J.
m. W/ (2) 1/4' 0114. rHRU'ot. TS
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N. T.S.
eXPiReS ArTER Tel. J. '01
I( POST LeNGTHS AND SPACING FOR WALLS I"U:i/ "'__""'1 11.... cHl4Rr
d~iJNpRl"SiiVbALLiJy 6063 r6
SUPPORTING SOLID ROOFS (lc'SPAN+l'O(H) 1* ';_/11;/
(POUNDS) (Fn:r>
7 ~9:; )( --,-.- J7)(J 'w5p)(J 'p/~
NOHIHAL SCRCCNeD VALLS Sa. I D VALLS SeCTION (8"-4') 11 08' )(
POST VALL ~~ nX .044' 2424 "856 1466 1188 825 606 464
SIZC HCIGHT POST SPACING POST SPACING pA ~:iT.
7' 5' -" I' -1 0' ~r, r/ ~:L 'Y3' 42110 3277 25119 2097 /45& /070 819
t'd'xO,04Q'
" 4' -0' ~'- 0' e'x l/ ~:L 7:5Q' :1040 12:12_ 1'39 1490 1034 7'0 582
t'x3'x, 050' OR 7' 1'.-0' 4'-0' t-ATj
t' 1 l' Y/ (J) [ " "-0' 3'-0' "''''' 12'42 20~'
9' "-0' 1'-4' 863 661
I /t'lt 1/1'1 , OW 10' 4'-0' t' -0' '65117 4997 394 21 1632 1249
7' " -7'
t' x3')C. 070' 01/ riijr x . 9708
" 4' -I' 7433 5873 4757 3303 2427 1858
l' 1 t' Y/ W [ 9' 3'-3' ~~ 1<0. / e:I'
I /t' Xl 1/1'1 , OU' 10' I' -" I 1 pR:11/. 9R2R 771/."f '29(1 43'R 3:>(1 9 2457
7' 0' ,'-t'
I' , 4' -7' i
Y x]' xO, OU' " , 3' -7' 10' Dr A-
J 0' , 3' -J' V-POST
7' "-3' < reV
" 7' -0' o IS T, GRAN
l' it)' xC, 013' " "-$' .
10' 4' -"
7' / I' -0'
" " -0' .~
I' it]' xC, I t5' " "-0'
J O' " -0' C 7HPACTCD
"00 PSI CONe, ~ FU
· 2 DIHCNSIONAL LOADING - COHIINCD AXIAL (RODr) ,
8CNDI NG (VI ND) LOADING. FOR CACH ADDI TIONt4L rOOT
or ROOF SPAN (OR OVeRHANG) > J 3' ReDuce posr .~
SPACING BY 8X OR FOR eACH FOOT or RDDr SPAN H-24 '
(OR oveRHANG) ( /3', INCReASC POST SPACING 6Y 8X.
4
3/" DI A. RCA4R
" La. THRU
POST
-' . 4 11 ~ 4
'. . L....-
'- -,
-' .--- .. I 2' Dr A,
. . , . . ..
\V \V '[1
, , . .
~"4 if . 7'. ~ POST FOOTING DCTAI L
: ..
. 4: .. N. T, S,
. . .
Co "', NOrD rH~ ABOV~ D~SI GN IIILL
-' Ir-- .. CARRY A CONTRI BUTARY
J ~ " RCIAR CONT, LOAD OFf 50 S, F;
8' HI IV. 100 S. F. FOR H=30',
AND 1 50 S. F, FOR H=36'
THK'ND SLAB CDGC'DETAIL
N. r, s,
DA VI D NORRI S CHaI NCCRI NG
NSIGNeD TO '" STANDARD 6U1LDING CON
t-CR CfW T. 160' FOR 11 0 HPH VI ND Pg, 1 -~
CXPIRCSAFTCR FC6, 1, '01
(OPT,) 6' STCp rASCI A V/ 'lOX I'
, H' a C. (R
2' X 2' X 0, 040
S rJ FFCNCR
NOTCI FOR OUTSIOC SPANS>
USC 2' )(3' (VCRT.)
OR 6' STCP FASCIA
(I) '10)(5/8' V. lEAD
SHS. TOP OF
EACH RI SER,
R{){JF PAN
, XI' X 2' X O. 060'
\HGLe CLIP V/ (2)
1/ 0 x '/8' V. lEAD
.HS_ eACH VA Y.
TY~ SCCTION DCTAILS
No T. S.
e x ALUH. COI..
(J) 1/4' DIA. X 2 1/4' COHC.
OR TAPCOH I 24' a c,
NOTe,
AT CORNeRS use (J) 1/4' DIA,
X21/4'CA. DIR.'
4' (JolooU'.) rROH CORNeR,
~I X 2 ALUH.
lAse PLA Te
I' X I' X 1/16' X I'
'/ALUH. CLIP V/ (2) 1I0s
X 1/1' TeK SCRevs IN
eA. DIRCCTICW
,4.:. : :: ~ :; ;. ~'. :4 ~ . : :" ...
: .,.
t#. .
t of "
,'. .,..,
. ..
SLOP' HI N. 1/4' /rr.
(I) 1/4' DI4 srL,
THRIJ Ja. TS (rYf>, )
I X ALlJH KAH
:1 X :1 AL(.lI( ca..
/>DTe, TI-C ICLOV DCSI GNS VILL CARRY II Ct:WTRI J(JTIJlY
LOooUI CF I" So r. - Ne" '1' X I' rro. C 1 ()I) S. r. - CXIST. 4' SL~
ALLM lAse IHSClfT V/ el) 1/4' DU. X I I/r T~
, el) 1/4' DJ A. THRU Ja. TS
(ll
I' X I' XI/I' AL(.lI( ANGLe 11/ (I) 1/4' DI fo x I I /4' T~
eA. SI DC CF ca./H{ 11/ el) 1/4' DI fo THRV IOL TS
Q!
:1 1/1' X 1 1/1' X 1/1' ReeeVI NG aw.ICI.
11/ el) 1/4' DJfo )( I 1/4' T~S , (I) 1/4'# THRIJ MJLTS
Dfl
ALL CF TI-C AXJye -"4 Y K CCNlCCTeD TO tIOOD HeAlleR
IT SUUTITUTING (4) III) S." S. (r HlN. CIaCIJ) FOR T~OHS.
<;':, ,C\',.:~'t?;: ,:;:>'.,~"I ~2;
eXI S n NG 4' COHC. SLAI 11/ NO CRACKS III THI N 30' or POST
Q8 Nell THI<' ND I' x I' HDND roo TI H(j V/ C J) " COHT;
(J/j ll00D DeCK V/ DIL. I x 6 (HI N. ) pCRI HCTCR HeADeR
/:JDH
see OCTAl L JELOV
VIEN HOST STRUCTURE IS HASONARY
, lOX '/8' V, lEAD SHS
THRU ROOF PAN RI SER ON
1 e' CCNTCR INTO STI rrCNCR
AT CACH CND OF R{){JF.
I' X I' POST $HJIIN
4-'JI) X J' S." So
Kif I'OST / HTO
I NTCR! Off fCMII SI'L / He S
J' X r OI'CN lACK
TT 1'(.1. rr
CJ) 1/4'# X 2 1/4'
CONC. A. J. CR T APCOH
, e4' a C,
KICKPLATC OR CAIAN.oI SKIN (HlN. 0.019')
II TTACHeD V/ POP RI ycrs OR "0 )( 1/2'
S, No S. '16' C. C,
exrRUDCD I-CADCR 11/ 1/4"
X I 1/4' TAl'CDNS , "
a C. STA(i(iCKD
I
~
I
Pt4HS
MASONARY / HCADCR
A TTACHMCNT DCTIjJ L
H. r. s
D.4 VI D HORRI S CNGI "JceRI NG
DeSIGNeD TO '97 STANDARD IUJLDING CDDC
peR CHN'T. 1606 FOR 110 HPH VI HI)
POST CONNCCT! ONS
(CARPORTS / OPCN !'ATIO) '.
No T. S.
eXPIRes AFTeR
Pg, 1 -F
Fel. I, '01
GR'D
MOOO S7tJD
MOOO STUD
P. T. Pl.A rr
P. T. PLArr
z.
T (UlN.)
WOOD CONSTRUCTION
REQID SOIL SEPARA TION
N. T.S.
2' o. ItJIN ItJIN. Z$DO PSI CONCRErr WITH 'X'-IOXIO It: 1t:1tJ.
-. OR FlIJCRItJESH (TYPIC4L)
BUORC St.~
" I I, ,': ~s~ ~'
-
IU T St. OPt / NO roo T/N(J
,. X '" W/ (I) P CONT.
I",h'T. - ~",h'T.
r,h'T. - '.IFT.
FOOTING DETAILS. ADDRESSING EROSION
N. T. S.
DAVID NORRIS ENGINEERING
DESI GNCD TO '91 STANDARD 6UI LDI NG CODE
Pelf CfWT. J 60' rOR J J 0 HPH III ND
Pg, )-
SH~~T
No,
EXPIIIES AFTER rE6. J, '01
REV/SED 3-1
-~
I 01)
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
1
RC AlI.JI.I. PANS
flO X I 1/2" S.M. S.
O. C. IN TO 2 X 4 PLA TE:
S~oPE
Ioll~'
II.' ;fr.
SECURC ALUMINUU PANS TO TOP PLA TE:
or fNO WALL w/ /10 X I 1/2" S.U.s. 2
12" o.c. (AND seCURf CNO WALL 10[717.
STUD TO HOST STRUCTURE W/ /10 X J"
. 12" o.c.)
NOTE:: ONL Y SHCAR WALLS It LOAO BfARING
WALLS RfOUIRt HURRICANt STRAPPING
HURRICANC CUP T. It I. or fA. WALL STUD
. 24" o.e. (UAX.)
USE SHCARWAti STORIJ BRACE-x PI. TTF:RN
'MTH U.H. STRAPPING W/ (I) M . 0.. STUD_
(0It)
USE STOItU BRAce 1/6" THCRIJOPL r .t NAILCD
PCR UFG.. SPCC'.. W/ HURR. CLIPS PCR ABOrt:
6'
I.IAX_
08L 2"J(4" TOP PLATE:
(/) 2" X 4' (If' CONT.)
2"x4" I!1X() STUD
WALL 24" D.C.
~/'" n 1/ I!1X() SlOIHG 0It
\o1NI1. 0It ALUU, SlOIHG O~R 1/2" PL Yo W/ M
. , "/11" o. e. CO<<S / IN TE:RU,
It . J" D.C. TU It ALOHC ALL HCAoeRS It Pl.A TE:S
(FOIt SHCAR It UPurr) RC1'LACCS HURR. CUPS
J/" OIA. CONC. A.B. 0It 1/4"' TAPeONS
.24" O.C. (2" IJIN. fUBCD.)
SECURC ALUU, PANS
w/ (J) 110 S.U.S.hAN (I ~" E
O. C. ('rrl>. . fA. tNO) ... Sl-oP
loll'"
1/J,";r1.
IIOGlO PLA TE:
SCCURC ALUUINUIJ PANS TO TOP pu. TE:
or CHO WALL (ANO t:N0 WALL ~R nCAL
"' HOST STRUCTURe) w/ /10 X 2' s.1J.S
. 24" O.C,
J" STRUCTURAL ALUU.
ROOF SYSTE:M (rrP.)
, '
NfW 0It cX/snNG
4" 2500 PSI CONC. SLAB
," X 2" PURUN)
'reo ocr"'IL
'J[ I-I'(
I" X 2" OPeNBACK W/
1/4" OIA, CONe. A.B. (I 24" O.C. (MAX)
(I) A.B. . CA. POST (2" MIN. fMSCO. - rrP.)
0It 1/4"' X J 1/4" TAPCON
i . :,~,\:,{;,( ~.~; :.! '.,:' - (~[t~t!iO~[f&~J
I '" I NCW 0It CXISnNC
r-----1 4" 2$OC PSI CONC. SLAB
'If~ONO. FOOTE:R (rrP.)
1-1$ CONT (rrP.)
SCREEN ROOM DE TAIL *
ROOF A TTACHMENT NOTES
* FOR IK>OO D~CK: US~ /10 SCR~W
X J" LG, (THRU IK>OO D~CK INTO
B~AM OR H~AD~R) (124" O.C. MAX.)
USE (2) /10 X J" (I ~A. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L I" X 1" X ,060" '11'/ (2)
110 X J/4" rE:KS INTO ~A. FACE
f)f1
CASTl.E CLIP:
L 1 1/2" X 2 1/8" X .050" REC. CHANNeL
'11'/ (4) /10 X J/4" rE:KS INTO BEAM OR OPEN BACK
<< (2) /10 X J/4" rE:KS INTO 0.. S.M.B. OF COL.
FASTeNER TO B~ D~TeRMINED
BASED ON CONSTRUCnON OF
HOST STRUCTUR~
110 S.M.S. X / 1/2" (I 8"
o C. IN TO WOOD
I2f1
(2) I/O (I /6" O.C. INTO WALL STUDS
f)f1
(2) f'O x 2" (124" O,C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTeR TAILS
JJB
1/4"' TAPCONS 08" O.C. STAGCERED INTO CONC.
'11'/ //0 S.M.S. THRU R[C. H~AD~R INTO PAN BOTTOM
I:i.QIL / 1/4" MIN. ~MBEDM~NT INTO CONC.
I 1/2" MIN. ~MB~DM~NT INTO IK>OO
* R[PLAC~ ALL De TeRIORA nNC
WOOD; '11'/ FASCIA SECURED
TO RAFTeR (TRUSS) TAILS
THIS STRUCTURe HAS Be[N D[SlGN[D IN
ACCORDANC[ 'MTH TH[ '97 STANDARD BLDC.
COOL 'MTH ALL RevISIONS TO
CHAPT. 1606 FOR (/0 IrIPH 'MHD VfLOCITY
\l'CA'D AFTf:R 2-1-01
DA ~D NORRIS [NGlNEERIHC
(/2 CO/..[IrIAN RD.
'MNTf:R HA reN. [1-. JJ~O Pg. 2 _ [
(86J) 299-10+8