HomeMy WebLinkAbout00-9677
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09677
gllb/OO
I\J.~
BUILDING
2~> r~
ELECTRICAL
Date
PLU~NG
MECH~CAL
Sewer Conn
Water Conn:
Property Owner: G .r c( '" d 1-/0:... ; ~ 0." S
Job Address: 17 {~o 3 Lo r- e -"4 AJJl
Parcell.D. # ?c.{ - '2 t; - :U- tJO I 0 - 0 ( 1 0 0- ~
Water Meter:
T.I.F.'s:
c..-.r PO'" f
,
friO
q ,C;,
Radon Gas: '-
U ..(.,. 't'+-y roo ,'""'\
I
Zoning:
Descriotion of Work
Energy Code:
SGr~ I!/\ /..cJO........ ,
NO OCCUPANCY BEFORE C.O.
FINAL
~...- /,-~d
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
Permit Fee
Signature
Company
Address
Telephone#
I '-/10 .--
~ /j, u~
Valuation or
Contract Price
tD,y:'GJ
.
'1 y2 -loG t.{
IS.!- ~ Lo.., ).\-.
Ace
[;{,(l ( .
BUILDING JG ELECTRICAL I' "J PLUM~ ING MECH) NICAL
Ftr. -3J ,.-,J 0 Q Tp. Servo SLB Breakers
Pre SLB S~ Rough In Tub Set Ducts Insl.
Lintel Meter Can Water Compressor
FRM. Canst. Pole Sewer Final
Insul. CL Pool Final \
~
WL
Pre-Meter
Final
Driveway
~; vol 51ttb
:~I 0/(;0 fLy
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 c;llDtl /
CITY OF ZEPHYRH~LL / II 1\.10'" '-t ~ ~, Du'
BUILDING DEPAR 'l,v. TE RECEIVED - [!. .-
PLANS REVIEW FEE
OWNER'S NAME (9(2IfNJJ
JOB ADDRESS :3 7&ot
I-IDIU Z ~ Jt.l
I--tJ {2E IV /I-
fVlj-l. p.
III/IE.. ~r
PHONE
7?Z -: I ()& t(
LEGAL DESCRIPTION: LOT(S)
BLOCK
}"5 (
SUBDIVISION t::(VWtJ J/.o(l, ( ZlJf.l
PARCEL ID # 1t!-1';- - 21- ()() I D- O/3co- 0/3 I
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~W CONSTRUCTION
o ADDITION
o ALT ERAT I ON
DREE'AIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
uro;HER
,4 LJ./ Il1 I tJil /11.
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
~ULI~6;J fZ/IJ/l!1. . e A-f.fo~"- .
r f
{/T( L-( Tlf
Iz ()/) M.
.
BUILDING SIZE '2X~J
101 U-
SQUARE FOOTAGE
qlt
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
UYEi:ECTRICAL
$ IDJf13.oZ-
,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C. WIt2f ~/..JGt?
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
I3"<ITHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
SIGNATURE
~ A ~ fkluR-
COMPANY 8rl/ Ct>/'J';OWe-Tlt1tV O/~ ~#T/lIk. r::t..
STATE CERT OR REGIST # c13i:foSl)7tf7_
CITY PROCESSING # ~
BUILDER
******************************************************************
ELECTRICIAN
Bwu t1, aJufL
SIGNATURE
COMPANY At IE:. /.pU!:c/(ll.l C
STATE CERT OR REGIST #
CITY PROCESSING # I f"r,l
*********************************************************~,********
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
***********~******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*********************************************************.k*******
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 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".
~ 1) t ,'-1 -i/
~ -J~ ~ ~/'\~ I~ ,.,.,~
SIGNAT RE:.JOWNER OR ~GENT SIGNATURE: .yONTRACTOR
STATE OF FLORIDA D
COUNTY OF rA6 ( C)
The foregoing instrument was acknowledged
Before me this ;2") day of TUVY , ....~
by Beue- F- A.--:7f?" BJi L
~name of person acknowledged)
~ho is personally known to me, or
STATE OF FLORIDA P tJ 5 6
COUNTY OF ___ C
The foregoing instrument wa1j(acknowledged
Before me this ~4Y of iV0'1 , .-lfXp
by BJ2Ui/F A _ t:;~G
. ~name of person acknowledged)
~o is personally known to me, or
of identification)
take an oath.
o who has produced
~ype of identification)
and who Ddid [9ftd not take an oath
Dwho has produced
{type
and whoD did [I]..d'1d not
f5ALId fJ,. ~
Signature of person taking acknowledgement
~...u A-~ ~
Signature of person taking acknowledgment
ggUc.6 1+, ft.G88t--
Name tYPed~~d
* ,. ""v...;M& June 22. 2002
~..,..,f' '"^t""--
13 f2-l,(,E A, AS (36L-
Name typed, mrlJ1lqf~6tdW~
1iiiI *Mv commiSSIon
~. ; Expires June 22. 2002
"'....'
~~~~llll~~ll~11I111111111I1111111111II111111111111I1
Rcpt: 43481!5
DS: 0.00
08/16/00
Rec: 6.00
IT: 0.00
__ Dpty Clerk
STATE OF FLORIDA ,.
COUNTY OF PASCO
T\-\IS \S TO CERTIFY THA.T THE FOREGOING IS A
TRUE AND CORRECT copy OF THE DOCUMENT ON FILE
OR OF PUBLIC RECORD IN THiS ijFFICE. ~ESS MY
HAND AND OFFiCIAL SEAL 1\-\IS ~ DAY OF
../vW_ '
AN, CLERK OF CiRCUIT COllRT
DEPUTY CLERK
i'~'~~~~~I'tAr2: f"S;O fOUNTJ, CLfRK
OR BK 4424 PG 1677
S t & t I I' t
r: LOllt D;+
HOTICE OV COW<zH'C;EKBHT
county ot PASCO
7ul \I~nC/lSIC;HaO horlby 9ive. notioe that lm"provoment will be ",.do to CJr~.:lln
r'.:ll pr"pln.y, .nd in .ccord.noe ....1.t.h Chapter 7lJ, rlod.d. StOtuteo, ~he
(ollo....~nC) 1n(0C'!:\.tion i. provided in thh Hotice o( Convnonc;nulI:'lIt.:
I. Paroel Ho. 3Lf-2'i-Z-I- 0010 - 0/300 - O/? I
flve.. LOt
I eqJ I,er pt e proper ""n cl
Cenff.1 o'~scrlptlon of IDlprOVClllnt ..J!lLl/IY/.t/V/1'Y\. Pfle-feA&6
O\inoC' Intornlitionl IhmoLD,lANP /-IOlllzorl p1JI.f.
',at! r.. I ~/7td lh2J;;J;+ 11\/1; , City ZtZlI.f '{/lUIU 5
,
S t H. ;:;l . 555"'-1 (
) .
tnurlSt 1n pr.upertYI
/'I'lft' ot r.. Si",ple 'I'itloholder,
(It other th,n ownerl
~ .
city,
Con tr ae tor: HJme1?/ U (DAiS (fLUe.. TI 01..)' . of CE/vrflA-c...
^<.Jd re ,,'/02t{" fYIlY2t2( 7 f?{ll/)('F 419ity ?..-J3'/lH Yfl...I.{ILL ::>
, . J
St\ltC
^ddres'
i~
f=;L.,
State FL... 5~S;if3
S. Surety: HJml
Cit)'
StHt
^ddroll
Mlount ot Bondi $
6. Lllnd.r: H6me
^dl.lroll
City
~~<l~C
7. PH,on. \JLthin the St"te o! Florid" de..1.9n6ted by O.....nor vpon ..!'.c:n
notic.s or other dooument. mAY bo .ervcd e. provided uy Sec~~on
71), \)( 11(6)(1), florid" St"t.u~e'l
/'Il\rno
^c1dr..'
City
St.)~1
8. In addit1.o,n to him..lt, Ol,Jncr do.19n6t..
ot to roe.Lv. · copy ot C'C
l.i,nor'l Hot1.el .. provid.d 1.n SeotJ.on 713.1J(lllbl. nor.de St..~,,~t').
'J. r.lp.rnl..fJn dnl.I oi HCI..':'C:C 0' co!,!",enoe",enl,o,(l.he '/lplrotL"n d,)~u L' I yeoc
tr?~ thl Ullto ~, ruc:ordin9 unle.. a di!!erent dete i. .pecl/led, I
Sworn to and sub,cr
-eN'"
5 1 C) not V r . 0' 0.... n e r ;
-1.Ji:Q .
/'Io~Jry PllbILC:
'&-lM 4. . (l~~
('\/.Com.nJ o. ion tllop1 rl II
. ~ ~ BrUC8 ^ Asbel
;114 *W commission CC748671
",WI , ExPires June 22, 2002
"t.. "i'
07/20/00 THU 09:01 FAX
B&H CONSTRUcnON OF CENTRAL FL. INC.
4OZ5 Morrb Bridp ""ad
FREE ESllMATES Zaphyrhilb. n 33S43 1.800.224-1206
III 00 1
Licensed.Bonde4.1DsQred · SkirtiDg.. Steps · Room Additiom* Alwninum.Conerete -
Lor N /31 S\lbdivi$ion3.7~O g- Lc~d'~"," AJ~,~ G~l9vd .lhR)ZCIG.~5'
Glus Room Walls
slqJtHwl~ _EAlt._
waUa_+_+_+_-_l1Fx-
As,.. ~ Joof_+_.. _L/F x_
~
w ~.:\~
LapID
~ Color
Trim Color
Ba.all Color
=. ~ roo& IIlcl\&d~ PIw. Trim. ~
3~ ,.,. ;ZX4 ...... aM SbiIIP flub.
t'L!.P.nsJ'-..Ft lAcl&lL.3'Sq '" l( 2.7S - :...5
La-Pans.I.2:Jt l..or~Sq Ft lC 2.15 - 3.15
ffL. Pan~lIL..fl Lon,m..Sc1 F. x 2.1' - J.1S
Pans_Ft Long_Sq Ft)( 2.75 - 3.15
Val~~ _Front__Rear..lL.J.JP It 3.64
Quftw on Home i(r_UF II J.7S
OebIe Beam W.d; QQ front t.o.d --) )9-'0
Zxi SM Beam UF x 4.63
2x9 SM 8cam - LIf II. 6.16
^~ Door EA x 6.2..010
~liK .
SCREEN ROOM WALLS
~ KPLQ... + 1!L + .LP_ T _ -.d-LIh 23.92
ScrcaI Dcaor Inl;I~:
Cloec:r IIId ThresholJ---' EA x 71.00
<Able Fill - one side - - UF 1t 12.41
lftSQ'-te Kick Plete--- ~ ~ 3.00
ran Bc.n (N(It Wlt'ClCf}- _ l( 52.00
UTILITY ROOM
P&l'I Shed + + -4- - L1F:a: 28.08
With !xl Alum -;.- 2:.c. w~ ~ I'" OC
Lap EXICI'M... + L2.... ~ + _ -3!LLIF x za..o&
Eli"u, Door- ~"d I Window-...L....:Ie 1%4.10
! Double EIi~ Ooot I Windovr x 341M
Slider Win~ (~1l>--- ~ x 46.80
~ Shield---------~ UF JL 4.16
Mi~
'V1.NY1.. ROOM W A.U.S
Vinyl Wldl, .. ... + · UFx
wide lCidc PiU~~=-=- LIF<< W
Lar Top insilk IInd (JUt -_Ufd2.48
FIC'f"ida Glau------- IJF x ..JZ
1~1&le Top."d &nom--.~--I.IF JL 4.4S
Doonlnclude(;!):1 Tr~ U~
ThTcsholcS Vld CIOIe1'--- E" x 119.60
Misc;.... __-
M/'i..?c LlpS~ LE6..UF"1t 6.24 L.~/qJl
11'/2, CO . Hand RailiD.....- -- lJf l( 15.60
S_ ~1iD& - r-EA x 72.80
H CianpDow u, ._x_EAx
~Docr HMder__x_EA 1(
Mi.Ic;:
ALUMlNVM TOTAL ...'i"5'~ 1;'.1..
113.Q"
7,?,. 00
Co.oeme and Brick Worlc
Patio Slab . --- ~ 1e.LL - Laa'e.. Sq Ft ll. Z.OO
No Sltb----JCL..x~- ~Sq Ft" 2.00
Pacio S1* ~1(, -A..ScJ Ft II: 2.00
s. Walk ~x - ~Sq Fl. 2,00
Dri~y ~x~ -..iJ.!LSq PI x 1..00
~ ,~ -Lx.LL- ""..J::"tLSq Ft)( 3.00
Ail: Ccad1tiaa..SIab_x_-_Sq F1.lC 2.00
Itai..dl1ii1iay ..v.- _1 112"" -L.J 112'" 30.00
JtaiMd Patio' CotDadl....x./!L -.L2JL..Sq FI)( 6.75
bbed hdo' c:.rs._x _ -_~ Fa J( 6. 7~
ov.,P<<ft,.CousJLx-L-~Uf )( I.SO
fOCllCl' (hl2 ~) ... '''.2r:.J../F It 3.$0
footw (SkiJtin&) -~Uf Jl .l.SO
1 TIalII s..p ~H I EA x 5'.00
Z Tf'Md Seep T .....L- EA I( 116.00
11'tiia Seep ~ EA x 174.00
s.pPleUbna..-...- ~ _EA )( 17$.00
Irick SIcirQ:Qa Max S Hiab
CMr S pw ft per CoutM cb8r&e _ L/F ); 1.60
. SpUtBrickAit St8dc- ,---_LIF x 8.00
SpJkBrick Solid ---L!L..UF ~ 9,00
0.... , per it per Course dwp ~UF . l.lJO
Fall Dirt - _I...c*s ~_
~ . --------
MUc: RA",,~ _ -
.1';N }/ ~. .0. .... {) )J.~O a.. CQnc;f~e
Ott~x 7-;;W-tJO G~~tnum
Fif~ Te> 71..r-;~n$")6~ T~
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9~~ 7.l
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2' x 2' 2' x 3' 2' x 3' TIl t- 2' x 4' TI ( t- 2' x 4' S. H. B.
.p~ HClGHT/SPAN 'dp~ HEI GHT/SPAN ~.p+' HaGHT/SPAN ~.p'" HEI GHT /SPAN lrP~ HCI GHT /SPAN
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2" x 8' S. /<I. 8.
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r 120'
r-
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2' x 6' S. /<I. 8.
i
2' )( 7' S, H. J.
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I
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I
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SX-6, 77
S.;,{,B. ]
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1;072
SX-5. 47
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I I
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l/
2' X 9' X , 072 X , 3J 0
71
2' X 9' X . 072 X , 224
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p"" HCIGHT/SPAN
- J
- J
- 1,
- 1,
TYPICAL ALUMINUM COLUMN & BeAM DeTAILS
TABLCS FOR SCRCCN ROOMS & ROOFS ONL Y
[, J) ICM SPANS HA Y Ie I NCRCASCD lOX IIHCN CaHTI NUOUS OVCR
I HTCR/ OR COi../JIoIN SUPPORT
l) ALL IeM SPANS ASSUHC LATCRAL P/JRL/NS <l'xl') , ~. rRAHCD
ACROSS Roar , [itCH POST IN SCRCCNeD SI DC IIALLS
3) VALUCS HAY IC INTeRPOLATeD rOR IHTCRHCD/ATe LCNGTHS OR SPACINGS
DA VI D HDRR/ S CHGJ NCCRI NG
DCSI GNCD TO "J1 STANDARD IU/LDI N(j CaDi:
PCR CHAPT. J 606 rOR J J 0 HPH fll HD
Pg. 1 -A
CXPIRCS AFTCR rcl. 1. 'OJ
~DG~ B~AM SPAN TABL~
HAXI HUH COLUHN SPACING - HY7fh ~ufu1N I
Rnt FPAN~)
~DG~ B~AH SIZE 4' 6' R' 14' If.' 18'
2 X 2 X , 044 6 -4 ~'-r "-0' - -' 3'-JJ' 3' -r J' -6'
Pa tl 0 ext, 7'-2' 6' - , 5"'=8-- :5' -2' 4' -9' 4' -5' -4' - , 4' -0'
2 X 3 X , 050 8' -} 0' 7'-8' 6'-/0' '6'-3' ~'->O' '\' -(;, ~'r' ~~, 4' -10'
Patio ext, ) 0' -0 8'-8' 7' -9' 7' -1 ' 6' - ' 6'-2' 5' -} 0 ' 5' -6'
2 X 3 X , 050 7 -} 0 6'-}0' '6' -f 7 5 -7 Y~T 4 -TO -4' ':7' 4 -4'
TI I t t, 8'-8' 7'-8' 6' -10' 5'-3' ."-6' ,~' -e' 4' -J 0'
- 11'-8' fO -:5' "}'-5 71 -J 7' -9' 7 -4
14' - , 12'-}0' JJ ' -6' 10' -6' 9' -2' 8'-8' 8'-2'
9' -} , 8'-7' 7'-8' 7'-0' 6 -2 .'5" -9 -' -6
TI I t ex t, 10' - '0' 9' -7' 8'-8' 7' - 1 0' I 7'-3' 6' -} 0' 6'-5' 6' -J '
2 X 6 X ' 055 1 9' -0' 1 6' -7' 14'-10' J 3' -7' I 12' ':'7' } 1 ' -9' iI ' - I 10 -6
~ 20' -10' 1 8' -2' 16'-3' _13'-" 12'-10' } 2' -2' JJ ' -7'
1 8' -} 0' } 6' -/0' lf4 ':'4 1~' ':'5' if" ':'8' 1 -0
20' -8' 18'-6' '}5'-8' 14' -8' i]'-}}' J ' -2'
2 X 7 X , 062 e1 ':'2' I7' ~ 16' --~, {5' .:.} 0 ' J ' -0'
SHB, II/INSeRT 2]' -]' 21 ' -]' 1 9' -8' 18' -4' i 7' - 11I/' } , -6'
I ; X2~/S ~7~, eo -" 17fT -TJI T7T -71' '-K' ':'R' } -} 0
22'-" EO' -9' J 9' -5' , Il' -4' 1 l'-Y
2 X 9 X ' 072 ee -6 20 -9' 19' -6 i8 -6 J / -0'
X 224 S, 1-/, B, e4' -} U' 23'-0' 21' -7' 20' -:5' } 'I' - 4"
,
SPAN
-1 f-L 'O/H (TYP, )
1/4' /FT, HI N. )
~
Q ~ ~
~
! ~ ~
~ ~
SPAN SPAN
-1 f-L' O/H (TYP, )
J/4'/FT. (HIN,)
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Q
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12' AL. ROOF PANS
~
~
~
~
I.,
E:DGE: B~AM PLAN
CE:NTE:R BE:AM PLAN
C~NT~R B~AM SPAN TABL~
HAXI HUH COL UHN SPACING SIMPLe SPAN ,
- I
CONTI NUOUS
RI mr PAN ,<;, 'AN
ceNTeR BEAH SI ZE 5' 6' R' } 0' }2' 1 4' 1/ ' } 8'
2' x6' x, O~~x, 120 H'-r } 3' -8' 11'-10' 10' -8' ,~ ~ ' - , 7' - 1 1 '
Sri r Ha tl no ext, ,_ , 1 5' -0' /~, -0' /1' -8' , - , , -} 0' '_.1' 8' -8'
2' xl' x, 062x, 120 J 7' -1 ' } " -7' /~, -or' 1 2' -0' , - 0'-1" , - , 9' -0'
Sf'1 r Ha tl nn {-,d, 18'-10' 1 7' -I ' /4' -11' /~, -I" , - J I .:.p' 0'- f.' 9' -1 0'
2'x7'x, 062x. 120 21 -6' 19' -7' /7' -0' 1 5' - 1 ' , - , J e' -8' l' - I ' 11' -4'
S,/ f Ha tl nQ [xt, 23'-6' 21 ' -6' 1 8' -7' 1 6' -6' 1 " -2' 1 4' -0' J 3' -1 ' 12' -4'
,,/1 ns,rt
2' x8' x. o 72x. 2;N 22' -B' 20 -B' 17 -JJ 16' -0' 1 4' -7' 13' -6' , - , 1 } -} } ,
Sri f Ha tl no [xt. 24'-10' 22' -8' 19' -7' / 7' -f.' 1 6' -0' 14'-}0' , - 0' J 3' -0'
2' x9' x, o 72x, 224 e.:>' -e ee -11 J '} ':'[0' J 7' - 9' 16' -2' } 5' -0' , - , 1]' -3'
S" r Ha tl no [xt, 27' -6' 2:5'-2' 21 ' - 9' / Q' -f.' /7' -Q' If.' -or' , - , 14' -6'
NOT[,
V4LiXS 'MY Ie INTeRPOL,lreD fOR INTeRi'/CDIIlTe LeNGTHS OR SPIlCINGS
DA VI D NORRI S CNGI NC[RI NC
DCSIGNeD TO '97 STANDARD IUILDINC CODE:
PCR CH.4PT, 1606 FOR } I 0 HPH VI ND
Pg. 1 - B
CXPI RCS AFTCR FCB, 1. ' O}
INTERLOCKING ROOF PANS
.ROOf" PM' (ALLOY JOOJ H-16) lo'.u: SP Ai(
"'([Xl/lit
fJ '/' VARIES~ {
I 12. I
,OJ2 ,608 15'- 6. 18'-6.
r1: '(' - . OJ2-..... r ,0.J2 .~ 11'- O. IJ'-O.
I 12. I
lOTr.. PANS JJA Y OveRHANG 1/5 OF SJJJPLE SPAN, (UP TO J' JJAX.) SPA.NS JJA Y BE INCREA.SED 2"
FO/? EACH 12" OF OveRHANG. CONSUL T AN ENGINEER FO/?
GREA TrR OveRHANG.
J" STTlUCTtJRAL ALU/J.
ItOOF SYSTDJ .'
r s./J, KAJi (see (;MARTS)
(2) 1/04" CiA.x J '/2" ST. THRU
IK)L TS
J 1/1' X , '/2" x 1/1" C BASE W/ (2)
1/04' 01,1,. TAl'(X)NS ew COOIY.~ST W/
(2) 1/04" OIA. x J 1/2" S n, THRU JOL rs
- TOI" ew Sloe "'OON T ALL 0 'itCO-
ALU/J. lASE INSERT
It'/ (2) 1/04" OIA. X 2 1/04" T"-PCONS
(2" /JIN,-eJJBCD. rrP.) SECURe ALU"'.
ca. It'/ (2) 1/4" OIA. THRU ,a.rs
, .
- . I .. - .. .
:',' ..
su.8
~ POS T (;()NH,
'>CTIJLS PAGe 1-;
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T.S.
Al. UHI HUH ROOf' PANS - ) ~ x e, 5' x ,} 05-H381 PANCL
;\$ HlWUrACTURt:~ liY ROYAl. Al.UHI NUI(, } NC" I.CCS6URG, FLORI DA
III NJ) SPAN ./
H
OPEN 13' -I' 104' -0' J~' -~'
IW I./JI N(j ,014' } ~' -I' 13' -0' I 3' -~'
J J ' -" J e' -0' I e' -~,
PARTJ AL J J ' -" J 2' -0' I e' -~'
ENCI.OSE~ .0'4' I 0' -I' I I' -0' I I . -~'
I(JJ I.DI N(j J 0' -0' I 0' -~' 10' -fl'
ENCI.OSe~ J,' -04' 13' -I' I~' -0'
MJl,I. ~I N(j , 014' J I' -0' J e' -~, 12' -fl'
JJ' -4' J I ' -fl' 12' -0'
ROOF A TTACHMENT NOTES
FASTFNER TO BE DETERMINED
B),SEO ON CONST7'?UCnON OF
HOST ST7'?UCTURE
/10 S.M,$. X 1 1/2. 0 8.
O. C, IN TO ItOOO
m
(2) /10 0 16. O,C, INTO WALL STUDS
m
(2) /'0 x 2. 0 24. O.C. THRU
J/4 (I.IIN,) FASCIA INTO TRUSS OR
R.4FTER rAILS
1JI1
1/4., T)'PCONS 0 8. O.C. STAGGERED INTO CONe.
W/ /10 S,I.I.S. THRU REC. HEADER INTO PAN BOTTOM
~ 1 1/4.I.IIN. EMBEDMENT INTO CONe.
1 1/2. MIN. EMBeDMENT INTO WOOO
* REPL),CE )'LL DETERIORA nNC
1tOOO; w/ F),SClA SECURED
TO R.A.FTER (TRUSS) TAILS
1M VI ~ taRI S CNGI NCERI NG
DeSI a;..c~ TO ' 97 STANDARD IUlUJ NG CODE:
KR CfWT, J~' Few J J 0 Hf'H VI ND
Pg. 1 - D
EXI'IRCS ArTeR rEI. J, 'OJ
<< POST LENGTHS AND SPACING FOR WALLS ~~5ftp~~:n8':t~5~I(J63 T6
SUPPOR T J NG SOL I D ROOFS (1 B' SPAN+ 1 ' O/H) Jt( 1o(PDi::WDS)~'~~Cr)' ~
NOHI NAL SCREeNeD VALLS Sa.! D VI4LLS sec rl ON (B~" ) Y9:; ) Iff)!- )( l~~;(J J,j'(J 9./' r
POST 2'x OX r!X~H'
SIZE VALL PAT r. 2424 I1B56 1466 llBB 825 606 464
HCIGHT posr SPAC! NG POS r SPAC! NG
t' xl' xO, 040' " :S' -" I' -10' ~~1 OX ":x~Y;r 428D 13277 2589 2D97 1456 1 D70 81 <;
" 4' -0' I' - 0' t~~ OX r!/-~'
e' x3' x, O:SC' OR " 1'.-0' 4' -0' 1'14 r. 3040 232' 1'39 1490 1034 "0 582
t' X !' ';/ (J) C " 6'-0' "-0' ~3'" 2642 eD~' 863 661
9' :S'-O' I' -4'
IIt'U IlrX, 060' 10' 4'-0' I' -0' 6527 4997 -'-94 21 1632 1249
e'x3'x. 0'0' OR 7' $' -7' rUlrX . 9708
" 4'-2' 7433 5873 4757 3303 2427 185B
t'Xt'V1WC g' 3'-3' , 3~~i; KU. U:1'
I It' Xl I II' X , 060' 10' I' -" 1 2836 gBeI 77(;5 (;1'90 43(;8 3209 2457
" 0' 6'-1'
I' , 4' -" I
1'x3'xO.06O' " , 3' -" 1 0' D! A,
10' , 3' -I' ~posr
" "-3' , "'"'C/
I' 7' -0' eXI sr. GRADe
/' xJ' xO. 0'J3' " :S'-:S' ~
10' 4' -I'
7' J I' -0'
I' " -0' .<1
1'x]'xO. I~' " 7'-0'
10' 6' -0' C 'W'AcreD
e:soo PSI CONe, <1 r LL
· 2 DI HENSI GNAL LOADING - COHII NCD AXIAL (RODf') ,
8ENDI NG (VI ND) LOADI NG, FOR EACH ADDI TIONAL FOOr
or ROOF SPAN (OR OVCRHANG) > 13' RCDUCe posr .d
SPACl NG IY 8X OR FDR CACH FOOr or ROOF SPAN ~e4'
(OR OVERHANG) ( J 3', INCRCASE POST SPACING 6Y 8X,
4
3/1' DI A. RC6t4R
6' La. THRU
POST
,. . 411.(, 4
',' "--
-'r- "il 12' D! A,
. , ~ . ' " , .
'Y I'Y of ' . . ~ ~
~.., : .. POST FOOTING D~TAI L
. 4: . N, T. S.
. . .
~ ..., NOTD THe ABove DeSI GN IIILL
. , I:s RC6t4R CONT, CARRY A CONTRI BUTARY
J } LOAD OFf 50 S. F)
8' HI N, 100 S, F, FOR H=30',
AND 1 50 S. F, FOR H=36'
THK'ND SLAB ~DG~ 'D~TAI L
N, T. S.
DAVID NORRIS ENGINEeRING
DeSI GNCD TO ',., STANDARD IUI LDI NG CODe
PCR CHN'T. J 606 FOR JJ 0 HPH VI ND Pg, 1 -~
CXPIRES'AI'TCR reI. 1, ' OJ
(OPT,) 6' STep FASCIA 1.1/ '10 X J'
I H' a C, !R
2' X 2' X 0, 040
ST/ FFCNLR
NOTC, FOR OUTSI DC SPANS >
USC 2')(3' (VCRT.)
OR 6' STCP FASCIA
v, HeAD
RDDF PAN
, XI' x 2' X 0.060'
INGLe CLIP 1.1/ (2)
/10 X 5/6' V. HeAD
.XS, CACH VA Y.
TYP. SCCT! ON DCTA/ LS
N. T, S.
e x ...L UH, cor..
(}) 1/4' DJ.... X e 1/4' CONe.
OR rltPCOH I /!4' a C,
Narc.
A r CORNeRS use (}) 1/4' DI A,
X 2 1/4' 0.. DIR, I
4' (HAX.) FROH CORNeR.
~J X I ALUH.
lASC Pl.A Te
J' X J' X 1 /J 6' X e'
'/ALUH. CLIP 1.1/ (2) ,JO.
X J /2' TeK SCRevs IN
eA. DJ ReCTI a-I
.4 .~. . ::. .:; ;<
:4' ..,.. ...
f'. .'
: - .
;. .
I .. ..
'," ..
, . ~
SLOP' HI N, 1/4' /rT.
"'''if?.!::
.... . -,. - . ~ /
(/!) 1/4' DI4 S'TL,
rHRV n rS' (T'fT', )
/! X ALIM KItH
, X ,ALIA'( ea.,
/Dre. rNC JCl.OIIIlCS/~ IIILL CARRY A CQirRllUTARY
L/l4JI CT 1 ~ So r, - Hell '" X I' rm (J 00 S. r, - CXIST. 4' SLiU)
ALIA'( lAse lHURT 11/ (/!) 1/4' DIll. X I I/r T~
, (/!) 1/4' DIll. THRV nTS
III
I' X I' X 1/" ALIA'( ANGLe 11/ (I) 1 /4' DIll. XII /4' T""ON
e.... SI DC CT COLI.H{ 11/ (I) 1/4' DI A. THIW IJOL TS
Q!
, I /" X II//!' XI/I' ReeeVI NG CJWKL
11/ (I) 1/4' DI.... XI 1/4' T~S , (I) 1/4" THRU nrs
Q!
ALL CT TNC ANJVe ~Y K COH'CercD TO IIOOD NCAIICR
IY S'~TlrUTING (4) '10 S,N.S'. (r HlN. CIaC/)) rOR T""a4.
. '.:',' :.~;}./;: ;:;:::"'~}J ~2;
eXISTING 4' COHC. SLAI 11/ NO CRACKS VI THIN 30' OF POST
fJI1 HeV THI<' ND I' X I' HDNO FooTI NU V/ (}) '5 COHT;
fJI1 VODD DeCK V/ DIL. I X 6 (HI N. ) peRI HCTeR HeAI>ER
/:JIJ.lE
see DC TAl L BELOV
VHeN HOST STRUCTURe IS HASO/'oIARY
/I 10 x 5/8' V. HOD SXS
THRU ROOF PAN RI SCR ON
J /!' ceNTeR INTO STI FFCNLR
AT CACH eND fY RODf'.
4-'10 X I' ~ H So
Kif f>0S'T / NTO
/ HTCIU OR URt:V S'X / /oICS'
I' X ,. (Y>CIoI ~
rr KATe
,", . .
, .,
()) 1/4" X 2 1/4'
CONe. A. I. !R r ItPCOH
I /!4' a C.
KICKPLATe DR CAlANA SKIN (HJN. 0.019')
TTACHeD V/ POP RI vcrs OR 110 X 1 /~
, H. S. I 16' C, C.
cxrlWIlCD NCMiCR V/ //4"
X I 1/4' r~QNS" I'
a c, S' r ACiUCftC D
..----(,) '10 X '/1' ~ H S'
i u'" <T tA ,U"
~ I/!' VI DC ALIA'( Pi4HS
HI N. (3) Kif f>t4H
MASONARY / HCADCR
A TTACHMCNT DCTAJ L
N. r. s
DA VI D NORRI S CNUI NeeRI N(j
DeSI GNCD TO ''J7 STANDARD IUI LDI N(j CDDC
PCR CHAPT. J 606 FOR J J 0 i'4PH VI ~
pas T CONNCC T IONS
(CARPORTS / opeN !'ATIO) '.
N. T. S.
eXPIRES AFTeR
Pg. ]-F
Fel. J, 'OJ
ItOOO STUD
p, r. Pt.A rr
GR'D
WOOD CONSTRUCTION
ItOOO STUD
P. r. pu.rr
Z"
T (lJ/H.)
REQJD SOIL SEPARA TION
N. T.S,
'" x '" W/ (1) p CONT.
1"/17. - J"/17.
J";n. - '"/17.
FOOTING DETAILS ADDRESSING EROSION
N. T. S.
2' 0" /JIN /JIH. 2$00 PSI CONCRcrr W7H U'-IOXIO w'lK/J.
-. OR FlIICR/JCSH (TYPICAl.)
BUORC SLQpC
". I I ,,': ~~~ ~'
-
f1.AT SLOPC / NO f'OOTINO
REV/SED 3-1
-~
.DA VI D NORRIS CNGl NCERI NG
DeSIGNED TO '97 STAHJJARD 6UlLDING CODE
nlf awr. J 601 rOR J I 0 HPH III ND
EXPIReS AFTCR rcl. I, 'OJ
Pg. )-
SH~~T
No.
1
1 00
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
SECURC ALUMINUM PANS TO TOP PLA TE:
Of' CNO WALL W/110 X 1 '/2" S.U.S, 2
12" o.C. (AHO seCURC CNO WALL KlI'T.
STUD TO HOST S71WCTURC W/110 X J'
. 12" o.c.)
SCCURf ALUU. PAHS
W/ (J) "0 S.U,S./1'AH 0 5" E
D.C. (t"rl>, . fA, tHO) .J s~oP
lollI"
,/4" /fl.
R[ I.LUJ.I, P!.NS
110 X 1 1/2' S.J.I.S.
o,c. INTO 2 X 4 PLI.It
s~oPE
10111'1,
, Kf.
,/~ I'
8'
IJAX,
08L. 2'x4" TOP PLA TE:
(I) 2' X 4' (iF CONT.)
2'x4" IlOOO STUD
WALL 24' O.C.
5/'" n" IlOOO SlOING OR
1-1101. OR ALUU, SlOIHG O\of"R '/2" PL Yo W/ 14
. '"/72" O.c. CO<;CS /INTE:RU,
. . ,J' O.C. TItS. ALONG AU. HCAOfRS . PLATE:S
(FOR SHfAR . UPUF'T) Itt:PLAa:s HURR. CUPS
J/" 01,1., CONC. A.B, OR 1/4"' TAPCOHS
.24' O.C. (:I" J.lIH. f/JBfO.)
IlOOO PLA TE:
, .
're oerAIL
-;C l-H
NCW OR [XISnNG
4" 2500 PSI CONC. SUB
SEf FTC. OfT AIL
PACC 1-H
ROOF A TTACHMENT NOTES
FASTCNER TO 8E DETCRMINED
8ASED ON CONSTRUCnON OF
HOST STRUCTURE
110 S,M, 5, X 1 1/2. 0 8.
0, C, IN TO WOOD
.QB
(2) 1'0 0 16" O.C. INTO WALL STUDS
.QB
(2) flO X 2" 0 24. O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTCR TAILS
.QB
1/4"' TAPCONS 0 8. O.C. STAGGERED INTO CONC.
W/IIO S,M.S. THRU REC. HEADER INTO P.A.N BOTTOM
tiI2.IL. 1 1/4" MIN. EM8EDMEN T IN TO CONC,
I 1/2" MIN. EM8EDMENT INTO WOOD
* REPLACE ALL DETCRIORA nNG
WOOD; W/ FASCIA SECURED
TO RAFTCR (TRUSS) T.A.ILS
OPTIONAL SHEARWALLS FOR:
~
NOTE:: ONL Y SHfAR WALLS. LOAO 80RINe
WALLS ItfOUIRC HURRICANC STRAPPING
HURRICANf CUP T. II B. OF [A. WALl. STUO
. 24" O.c. (IIAX.)
USE SHCAl/WALl. STORII BRACE-X PI. TTE:RN
"'T/-( II.H, STRAPPINC W/ (I) 4<f . fA. STUO
(OR)
USE STORII 8RACX 1/8" T/-(CRIIOPL Y .t N!.ILCO
PCR /JFG.. spec'.. W/ HURR, CLIPS PER A80Vf
ROOF A TTACHIJCN T
SEC NOltS mOW)
SECURe ALUIIINUII PANS TO TOP Pu. rr
Of' [NO WALL (ANO CNO WALL VfR nCAL
TO HOST STRUCTURC) W/ 110 x 2' 5.II,S
. 24" O.C.
J" STRUCTURAL ALU/J.
ROOF srsTE:/J (TYP.)
" --- SCAM
ATTACHfD . TJdJ w/ CAPRI CLIP
OR CA~n.c CUP (sE[ h'OTCS BELOW)
J" x :I" PURUN)
TYP.)
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(SEE NOTE: BELOW)
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