HomeMy WebLinkAbout02-1395
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N!!
1395
(813) 780-0020
Date <.'i?-/r:?- 0 ~
~J. .~O
BUilDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
",opertyOwne, fI~~Mt +~~ ~ ~ Wate:Mete,
Job Address: /..Art 3 _J___ ! L.J___flf)~..flJ T.I.F.s.
Parcel 1.0. /I - J. E't)IJDj~ ~.
Radon Gas: ' L/. tf 0
c; hd2
Zoning:
Descriotion of Work
Energy Code:
~~~
NO OCCUPANCY BEFORE C.O.
FINAL
-;2.5- 02-
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Valuation or
Contract Price
~ I f.p cjfs'
,
(YO
p~rm;tF~~ 5)
~Ignatu~~ _
Company
Address
pelephone# 70' ~ - 2. (,., I ~
City license Registration #
State Certified license#
fr1/f II/mil,
Ftr. ~ r~;2tJ-():l. RL'I J'/~p. Servo
Pre SlB ,/ f-:Jc~o2I2d1 Rough In
lintel /P:R) Meter Can
FRM. Const. Pole
Insul. Cl Pool
Wl Pre-Met
Final
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Camp res r
Fin
BUILDING
ELECTRICAL
PLUMBING
Driveway l/'1-':::W'tJ'l t..L. y
)-ISo
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five 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.
"
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APPLICATION FOR PERMIT
CITY OF ZEPHYRRILLS
BUILDING DEPARTMENT
~ Jllo L,
DATE RECEIVED D '
PLANS REVIEW FEE
OWNER'S NAME ---!J.U ()[~,4 r- J.- 5Y L V I t4-
JOB ADDRESS t.. Dr 5~
Co~~'f
PHONE $13 - 78 J- - J ~ J ~
LEGAL DESCRIPTION: LOT(S)
6'C3
BLOCK
SUBDIVISION W ~vwA ~() WI NO
PARCEL ID # ILl - ;ll,;-- ;}..I- 01 Cd) -OCOOD - 0 )3D
(OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: [JNEW CONSTRUCTION
[J ADDITION
[JALTERATION
[J REPAIR
[J INSTALL
[J SIGN
[J MOVE
[J DEMOLI SH
PROPOSED USE: [JSGL FAMILY DWELLING
[J COMMERCIAL
[JMULTI-FAMILY
[J INDUSTRIAL
[J# OF UNITS
[J SWIMMING POOL
[J MOBILE HOME
[JOTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
BUILDING SIZE
e 'ARf>Drrr
~ Jr & '~ " ' y t ~
s \-\- t5 0
SQUARE FOOTAGE t..j V 0
HEIGHT
9
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
[J BUILDING
$
[,;t;;tj J, ()O
VALUATION OF TOTAL CONSTRUCTION
[J ELECTRI CAL
AMP SERVICE
[J FLORIDA POWER
[J W.R.E.C.
[J PLUMBING
[J MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[J GAS
[J ROOFING
[J SPECIALTY
[J OTHER
TYPE OF CONSTRUCTION: [J BLOCK
[J FRAME
[J STEEL
[J OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[J YES [J NO
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*********************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~*******************************************************
MECHANICAL
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFI9AVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be .subj-=ct to "deed restrictions" which
may be more restrictive than City regulations. The under-signed assumes responsibility for
compliance with any applicable deed restricti<::>ns.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBLLITIES
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, Wet~and 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 V DO OT NEED T RECORD AND POST A "NOTIC COMME ENT".
ATE OF FLORID>>~
COUNTY OF l~~
The foregoing ~instr ent wa~J.:knowledged
Before B~_1j~is 2:l. day of~ ,~-'p1--
by ~a::+. ~".)
(name of person acknowledged)
~WhO is personally known to me, or
Owho has produced
(type of identification)
id not take an oath.
STATE OF FLORIDA
COUNTY OF
The foregoing instr
Before th' s A.
by
owl edged
, ~~J--
~ho
(name of person acknowledged)
is personally known to me, or
o who has produced
Ddid~ ~e of identification)
and who ~not rake an oath
~
Signature of person taking acknowledgment
taking acknowledgement
Name
Name
_ M:Vl.~19llION 1l~'~PlRES
. / November 29, 2003
"., BOHDED THIU lROY FAIN 1NSU1lANCf. IN(
111111I111111111I111111111I11111111111111111I111111111111111
2002120632
Permi t No,
Rcpl: 608468
OS: 0.00
08/06/02
Rec: 6.00'
IT : 0 . 00
Dpty Clerk
County of
. .- -J
/
/~_/IJ
~.~
State of
n~1
NOTICB OF COMMENCEMENT
TUB UNDERSIGNED hereby gives notice that imp.&."ovement will be made to certain
real prop~rty, and in accordance with Chapter 113, Florida Statutes, the
following " information is provided in this Notice of CommoncP.lllent:
1.
Des,~ r. iption of Property: Parcel No .
. h -r .( .J L c.-::U1-.. f). ~ /1./1" __
(Leg~ escr pt10n 0 tIe proper
( 4 - ) & - .}..I - [) I ~O - OLrO{)- {; ~ .3 0
2.
G h~Lal Dascrlvticn of Improvement
L'
ress 11: ava1 a
f. J ,/f:: {j
e)
3.
O\'1B.'.!C Information: Name
...J.\\~b~.~ .
!-f~-/'~/lfJ -57 ,,{l ,'J () tIll- I
f
.L t:"u-.-.- OIi''}...J /J/1 City ZC~/il/A //. /~:' state
///J
Address hr~
Interest in Pr.operty:
Name of Fee Simple Titleholder:
l:~ f other th~n owner)
JEO PITTMANft PASCO COUNTY CLERK
08/06/02 0~:39am 1 of 1
OR BK 5028 PG 1060
Addl :! s s
AGe.-
/lfe
City
state
is. Hont r.'lctor: Name
Addn'!ss :5 g.--r L..r
IJ L ~h"J.~ ~_ (/In__,
t L..t<-
2 c p f///l. / / /:.~
2-~.. /) i1 vV
City
State /'2.,/1
335(/0
5. Surety: Nnme
Add':<<:.ss
City
state
Amount of Bond: $
6.
Lendnr: Name
I
II
Adc1r€~ss
City
state
1. Persons within the state of Florida designated by Owner upon ,,,110m
not . '~~es or other documents may be served as provided by Sect:lon
713. 13( 1) (a) (1.), Florida statutes:
Nalne
Addr,:, IJ s
City
Stnte
PI} 'I D J11~J J,~ <S
B.
In addition to himself r Owner designates
of ~tG QL~ .
Lienor's No ice as provided in Section
to receive a copy of the
113.13(1)(b), Florida Statutes.
9. I~}tp 11nl.l UII tJu Lo or Nutluo of CUl.IIllcllcemollL (Lllc explrlltloll date ia 1 yoar
fr0m the date of recording unless a different date is specified.)
Signature of Owner.
this
;(....-;( day of
,k4
/
,
Sworn to ;"',lld
- 1 3 ;;;l7v .n----
Notary PlIl:.lic: ~
a~~ Charles H. N.tion
My Commlsalon Expires: ~*f J*~ MYCOMMfSSlON'CCl7~ EXPIRES
~~~ '#.,11$ '~...",b.., H, 1,,_-'
" ..Iif..f:I..... 8ONDl'D THRU flOY F4lN INSUlIANCE. IN!=:
David Norris Engineering
Engineering and Drafting Services
Residential. Commercial Plans & Eng. . Inspections. Permitting. Specializing in Church Design
112 Coleman Road, Winter Haven, Fl 33880
Phone: (863) 299-1048
(863) 291-6202
Fax: (863) 291-4305
July 15, 2002
To Whom It May Concern
RE: Approved Contractors using Norris Aluminum Engineering
The following contractors have been approved to use the attached Aluminum
Engineering by David R. Norris Engineering. All previous engineering is no
longer valid.
Please note that each 8 %" x 11" section of the engineering is imprinted wi the
2001 Florida Bldg. Code wlall revisions to chapt. 1606., and each has an
expiration date of March 1, 2003.
Please call if you have any questions.
Thank you.
Cordially,
~12-
David R. Norris, P.E., P.S. & M.
FL # 32186
tL
--
?/'s-Io'L
********************************************************************************************
Company
Address
City
Phone
Ace Aluminum & Concrete 38525 2nd Ave.
Zephyrhills, FL (813)782-2616
33540
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SECURE ALUM. PAN
W/ (4) "OXI 1/2. (WASHER-HEAD) 5.M.5.
OR (3) "OXI 1/2. W/J/~._ WASHER
INTO 2.X.r PI.Ale:
SLOp€
Jr:f lvIltl.
,/1,.. I' .'
SHEAR WAIl ()pnON~
1) 5/8. T177 ltoOD SIDING. OR
V1N'rl.. OR ALUM. SlOING ovm 1/2. PL l1K?OO, NAILED W/8d
., 6./12. O.C. 8J~S/lN7F:RA/.
"" 0 J. O.C. Ttk8 tk ALONG ALL HEADERS"" PLATE'S
(FOR SHEAR "" UPUFT) REPLACES HURR. CUPS
2) STORM BRA CC 1/8. THERMO PL Y NAILED PER
MFR'S SPeCS. .'MTH X-PA TTF:RN OF M.H. STRAPPING.
NAILED W/ (1) Bd AT EA. STUD OR PLATE'
JiQIE
(A) ALL UnU7Y ROOA/ WALLS ARE CONSIDERED AS
LOAD BEARING SHEAR WALL5.
(8) HURRICANE CUP TOP tk BOTTOAl OF EACH WALL
STUD 0 2~. O.C. (MAX)
(e) WALLS W/DOOR OPENINGS 0' MAX.) MUST HA VE:
4' (J.IJN.) 'MOTH SHEAR WALL
(D) IlINDOW AREA AiAY NOT EXCEED 10% OF TOTAL
WALL AREA.
SECURE ALUA/INUM PANS TO TOP PLA TE'
OF ENO WALL W/ #/0 x 1 1/2. 5.M.S. 0
12" O.c.
~i!:
~~
~~
>..: ~~
."'( ~
<1:)::; ~Q
a;::~
~(:)
::;~
. ~
~&
DeL 2"x"'. TOP PLAle:
(1) 2. X .,.. (IF CONr:)
2"x"''' lIOOO STUD
WALL 2.r O.c.
3/8. DIA. CONC. ;'.8. OR 1/4'" TAPCONS
o 2+" O.c. (2. MIN. EMBED.)
EFmO~
UTILITY ROOM DETA/L /w=. 77
(NON-HABITABLE STRUCTURE)
NOTe: J-WALL U71UTY SHF:DS MAY BE ATTAalF:D
OIRECTl.Y ro HOST STRUCTURE. 'M-IEN USING 1_ 1.0
seCURE END WALL VE:RnCAL STUD TO HOST STRUCTURE
11'/ JJl10X.J. 0 12. O.c.
ROOF A ITA CHMENT NO TES
NOTe: SEE FOURTH - WALL SUPPORT DCTAIL, Iw....77
OR AL TERNA TE OCTAILS FOR A TTACHING ALUM.
smUCTURES. Iw- 1.0
FASTENER TO 8E D~TE:RMINED
BASED ON CONSTRUC7TON OF
HOST STRUCTURE
#10 S.M.S. X 1 1/2" (;I 8.
O.C. INTO WOOD
..QB.
(2) #10xl 7/2. I!l fBN O.C. INTO WALL STUDS
..QB.
(2) #10 X JM @ 24N O.C. THRU
3/4. (MIN.) FASCIA INTO muss OR
RAFTE:R TAILS *
{;f1.
1/4N~ TAPCONS ~ 8. O.C. STAGGERED INTO CONC.
14'/ /110 S.M.S. THRU REG. HEADER INTO PAN BOTTOM
~ I 1/4. MIN. CMBE:DMENT INTO CONC.
I 1/2" MIN. EMBEDMENT INTO WOOD
REPLACE ALL DETERIORA 7TNG
WOOD; W/ FASCIA SECURtD
TO RAFTER (TRUSS) TAILS
;1Jtf1i;; Ai! iliJ!j / >hp,o
- . j ""'=- /\- ~ to c: it A tI k
W I IV bW ~ .,- '~..JC..ro IC-'-:>> .7
.f\ -.. (' '7 . /1.5> F
k:J;3 ~J /U e.tJ 1el'- ....::>0 f"." .
1/Z->/6'r...
.oi:.RJ-o
I THESE STRUCTURES DESIGNED 'M7H
THE 2001 FlORIDA BLDG. CODE
I d- CHAP. 6 OF ASCE 7 FOR 110-730 MPH
VE1.0CITY (3 SEC. GUST) EXPOSURE a.
VOID AFTER 2-1-03
'MNo
DA \110 NORRIS ENGINEERING
112 :;OLEMAN RD.
I ~'t1N7FR HAVEN. Fl.. 33880
i (863) 299-70+8 P.::' 32186
I
Pg~ 2-~
Hot:lOD sroo
P. r. PLA TE:
GR'D
\7
5-
(MIN.)
+- . ." .
(MIN.) ~.~ . ~ , +5. (TYP.)
~
WOOD CONSTRUCTION
.019 ALUMINUM
(MIN. 2- LAP
FOR YCRT. JTS.)
KOOO sroo
WOOD sroo
P. r. PLA TE:
8'
LAP
GR'D
2-
T (MIN.)
8'
~''''. '.; .
I r!J~:' J
~
REQ}D SOIL SEPARA TION
N. T. s.
MIN. 2500 PSI CONCReTE: 'M7J:I 6X5-10X10 W-W-M.
OR F/8E:RAleSH (TYPICAL)
4" exIS71NG SLAB
FLA T SLOPe / NO F0071NG
2500 PSI CONC.
IY/ (1) ~ CONT.
::~..':,:::.,,: I 1':'::;':':?':;'~: .:'::
- 8. .'.~' '41',t
,,' . "0' ".,' J"f,I' '..
'?~#;' 4' 12- l..;' :'. :f~' .~..
.:y: I 12"
. . ~ .:..
..J 1
!4 RIBBON FOOTING.
(FOR SCRCEN CNCLOSUReS)
8- X 8- IY/ (1) ~ CONT.
1-/FT. - J-/FT.
J-/FT. - 6M/n:
FOOTING DETAILS ADDRESSING EROSION
N. T.S.
TH~SE STRUCnJRES DESIGNED 'Mrn
TH~ 2001 Fl.ORIDA aWG. CODE
&:- CHAP. 8 OF ASC~ 7 FOR 130 MPH 'MND
VELOCITY (J S~C. GUST) cXPOSUR~ a.
VOID AFTE:R 2-1-OJ
DA VlO NORRIS cNGlN~ERING
112 COLEMAN RD.
'MNTE:R HA VEN, FL 33880 P 1 H
(853) 299-1048 P.E. 32186 ' 9. - I
J'" STRUC7URAL ALUM.
ROOF SYSTaI
2-x _S.M. 8EAM (SEE CH.ARTS)
(2) 1/-f.- OIA.x .] 1/2- 7HRU
80L TS
.] 1/8- X 1 1/2- X 1/8" [ BASE W/ (2)
1/-f.- OIA. TAPCONS OR EQUlV./pOSTW/
(2) 1/-f.- Olio. x .] 1/2- THRU BOLTS
- TOP OR SIDE MOUNT ALLOKEZ>-
OR ALUU. BASE' INSERT
- W/ (2) 1/-f." Olio. X 2 1/"'- TAPCONS
(2- MIN.-EMBED. TYP.) SECURE' ALUM.
COL W/ (2) 1/4- DI/o. THRU BOLTS
:,::~.~.t.'.i> ~.:; :y, ~.. .
:. ....;. . NEW OR E:xJSTTHG
-f.- 2!SOO. PSI cOt/c. SLAB
(SEEPAGE I-H)
ROOF A TTACHMENT NOTES
NOTE: SEE FOURTH - WAll SUPPORT DETAIL, 1w=.77
OR AL TERNA TE DETAILS FOR A TTACHING ALUM.
STRUCTURES, Iw= 1.0
REC8V1NG HEADCR FASTENCR
TO BE DETERMINCD BASCO ON
CONSTRUCnON OF HOST STRUCTURE
#10 S.M.S. X 1 1/2-" 8-
O.c. INTO WOOD
J)f!
(2) #10 xl 1/2 16- O. C. INTO WALL STUDS
J)f!
(2) flO X :r " 24- O.C. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS *
J)f!
W/ #10 S.M.S. THRU REC. HEADCR INTO PAN BOTTOM
1/4-- TAPCONS (18- O.C. STAGGCRCD INTO CONC.
1i.tllE:... 1 1/4- MIN. EMBCDMCNT INTO CONC.-
1 1/2- MIN. EMBCDMCNT INTO WOOD
REPLACE ALL DCTERIORA nNG !
*WOOD; W/ FASCIA SECURCD
TO RAFTER (TRUSS) TAILS
CARPORT / OPEN PA TlO
DETAIL W/ ROOF ATTACHMENT
N.T.S.
THESE STRUCTURES DESIGNED 'NrTH
THE 2001 FZ.ORIDA Bl.IJG. CODE
cf( CHAP. 6 OF ASCE 7 FOR 110-1.30 MPH 'MND
VELOCITY (3 SEC. GUST) EXPOSURE B.
VOID AF7FR 2-1-03
DA V1D NORRIS ENGINEERING
712 COLEMAN RD.
l'rfNTER HA vel. FL 33880 D 2 t:. ')
(863) 299-1048 P.c. 32186 I ~. - ~
)If POST LENGTHS ANIJ SPACING FOR WALLS
SUPPORTING SOLIIJ ROOFS ( 12' SPAN+l' a/H) )If
VALUES MAY BE INTERPOLATED FaR INTERMEDIATE LENGTHS OR SPACINGS
2424 1856 1466 1188 825 606 464
4280 3en 2589 e097 1456 1070 819
3040 232B 1839 1490 1034 760 582
3451 2642 2088 1691 1174 863 661
6527 4997 3948 . 3198 2221 1632 1249
9708 7433 5873 4757 3303 24e7 1858
12836 9828 7765 6290 4368 3209 2457
10' IJIA,
GRA.DE
POST NOMINAL SCREENED VALLS SOLID VALLS
SIZ~ VALL
HEIGHT POST SPACING . POST SPACING
7' 4' 2'
2'xe'xa 040' I;. B' 3' l' -8'
. ;i:. _"
e'^x3'':. .'51lU:,o'Tr 7' 6'-6' 3' -3'
8' 5' 2'-6'
2' X 2' 11/ (J) [ 9' 4' 2'
1 1/2'X2 1/8'X. 060' 10' 3' 1'-6'
2' x3' x. 070' DR 7' 3'-6'
8' 2'-9'
2' X P' 11/ (2) [ 9' 2'-3'
1 1/2'X2 l/B'X. 060' 10' l' -9'
7' 10' 5'
8' 8' 4'
3' x3' xO. 060' . 9' 6'-4' 3'-2"
10' 5' 2'-6'
. 7' 7'
8' 5'-8'
3' x3'xO. 093' 9' 4'-6'
10' 3'-6'
7' 9' -4'
B' 7'-8"
3')(3' xO. 125"' 9' 6' -2'
10' 4'-10"
2500 PSI CaNC.
<1 C 'MPACT
F LL
.4
H-e4'
~
. .
11 2 DIMENSIONAL LOADING - COMBIN~D AXIAL (RlJDF) &
BENDING OIIND) LOADING. FOR EACH AJJDlTIONAL FOOT
OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POS T
SPACING BY BY. DR FOR EACH FOOT OF ROW SPAN
(DR DVERHANG) < 13', INCREASE POST SPACING BY 8X.
3/8" DIA. REBAR
6' LG. THRU
POST
. ~" '"
~ . .
A-
.. '.
J ~ 1#5 REBAR CON T.
8" MIN.
12' IJIA.
POST FOOTING n~TAIL
N. T. S.
NOTD THE ABOVE DES I GN II I LL
CARRY A CONTRIBUTARY
LDAD OF; 50 S. Fi
100 S. F. FOR H=30',
AND 150' S. F. FOR H=36'
THK/ ND SLAB EDG~ D~TAIL
N, T. S.
TH~SE STRUCTVR~S DESIGNED WITH
THE 200T FLORIDA BLDG. CODE
de CHAP. 5 OF ASC~ 7 FOR 120 MP.I-f VlfND
VELOCITY (J SEC. GUST) EXPOSURE a.
VOID AFTeR 2-1-03
DA VID NORRIS CNGINEERING
112 COUMAN RD.
'MNTF:R HA VEN. FL 33880 P 7 f
(853) 299-1n4R P t" ,"'.ell': Q. - ~
IHPORTANCE FACTOR Iw= L 0 FOR ENCLOSED BUILDINGS
lHPORTANCE FACTOR Iw=. 77 FOR PARTIALL Y ENCLOSED BUILDINGS
PAN .lIAX SPAN ALUMINUM "JJAX. !I'AN !I'AN
I/CENTBiIll. ALLOY W/2-X3- w/.rx,).t
CEHTE/? EEAJI
SPAN TABLES
FOR INTERLOCKING ROOF PANS
1 STEP FACIA
ROOF PAN DETAIL
~ OPT IaNAL OUTS IDE EDGE SUPPORT,
'L6' STEP FACIA HATED IIITH ___
2' X2' X. 040' XFULL -LENGTH 11/ I T
- -, #10X3/4' HIN. S. H. S. ft 12' a c. I '
I --1 I
OPT. 2'X3'X. 050' I 71(
I (SEE DETAIL BELOW)
12'"
ROOF PAN REINFORCEMENT DETAIL
r r;-r [ r r;-r r
,. 2'x3'x. 050' ATTACHElJ TO EVERY 3RlJ RISER 1I/#lOX3/4'
S, M, S. @ 12' a C, ( 2' X3' X. 050' MUST COVER CENTER 2/3
OF SIMPLE SPANS, ANlJ NUST BE CONTINUOUS OVER CENTER BEAN)
9-":'6" 11'-0'"
H 28
11'-8-
13'-4-
.026
9'-4~ 10'-8'"
H 25
11'-4-
73'-0-
(170 MPH WIND REGION
70'-4'" 12'-0-
H 28
73'-4-
75'-0-
.032
10'-2'" 11'-8" H 25 13'-0- 74'-6-
(120
9'-0- 10'-8- H 28 70'-8" 72'-2"
.026
8'-70'" 10'-4- H 25 70'-6" 12'-0"
MPH) WIND REGION
9'-8- 11'-4'" H 28 72.-4" 14'-0-
.032
9'-6" 11'-0'" H 25 72'-0- 73'-6"
(130
8'-6- 10'-0'" H 28 70'-2'" 17'-6"
.026
8'-4- 9'-8'" H 25 10'-0" 17'-4"
MPH) WIND REGION
9'-2" 10'-8'" H 28 11'-6" 13'-2'"
.032
g'-O" 10'-4" H 25 11'-4" 12'-70'"
..
MITD PANS HAY OVERHANG 1/5 OF SIHPLE SPAN, (uP TO 3' HAX)
* SPANS HAY BE INCREASEIJ 4' IF OUTSIDE E:IJGC SUPPfJRT IS usa
i BOTH EN.DS
i
THESE STFWCTURES DESIGNED 'MTH
THE 2001 FLORIDA BLDG. CODE
&:- CHAP. 6 OF ASCE 7 FOR MPH 'MND
VELOCITY (3 SEC. GUST) EXPOSURE B.
VOID AFTm 2-1-03
DA WD NORRIS ENGINEERING
712 COLEMAN RD.
'MNTCR HA VEN, FL 33880 P 7 D
(863) 299-7048 P.E. 32786 g. -
BUILDING WITH SOLID ROOFS l::...1Jul:.. beAM ~r'AN I AJjLt.
.I
MAXIHUH COLUMN SPACING - SIMPLE SPAN
CON T [NUGUS " .
RDCF PAN SPAN (INeL. FT. a. H. ) ,,'
EDGe BEAM SIZE 4' ~, 8' 10' 12' 14' 1 h' (8'
2 X 2 X . 044 6' -U~ 5'-2' 4' -8' 4'-3' 3' -11' 3'-8'
Patio ~xt. 6'-8' 5'-9' . 5'-2" 4' 8' 4' -5" 4'-1"
2 X 3 X . 050 .8'-4" 7'-3' 6' -6' ~' '11 ~ 5'-6" 5'-1"
Patio E'XT. 9' -2' 7' -11' 7' -1 ' 6' -6' 6'-0' 5' -7'
2 X 3 X . 050 7' -4' 6'-5" :)' ''7' .::l -..:J' 4' 10' 4'-6'
r I I t E'xt. 8'-2" 7'-2' 6' -4' y -9~ 5'-4' 5' -0'
2 X 4 X".044 lZ' -6' 1 A' - 9' 9' -8' 1::1 . 1. U' 8' -Z' /' -/'
X . 120 S. M. B, 13' -8' 11 ' -10' 10' -7' ';I'-CJ~ 8' -11' 8' -5'
2X4X,050 9' -4' 8'-1' 7' -3' 6' -7' 6' -1 ~'-I:J
TI It Ex 1:. 10' -3' 8'-11' 7' -11 ' 7' -3' 6' -8' 6'-3'
2X6 X.055 1 7' -8" 15' -4' 13' -8' 12' -6' 11 ' .7' 10'-10"
X , 120 S. M, B. 19' -5' 16' -9' 15' -0" 13'-8' 1 2' -8" 11' -1 0'
2 X 7 X . 062 17' -5' 15' -7' 14' -2' 13' -2' 12'-3'
X , 120 S. M. B. 1 9' -0' 1 7' -0' 15' -7' 14' -5' 13'-5'
2X7X.062 19' -6 17' -IV' 16' -6' 15' -5'
S, M. E, W/INSE'RT 21' -4" 1 9' -6' 1 8' -1 ' 16'-11'
2 X 8 X . 072 18' -9" 1 7' -4' 16' -3"
X.224 S, M. B. ZU' - /' 1 9' -0" 17' -9' .
2 X 9 X . 072 cU'-lu 1 ';I' -3' 18'-0' 1'7 - ~
X,224 S. M. B. . f i .. cc'.-l U' 21'-1' 19',-9' J p., '- ~I'
~1n~ >i~O" ,.-l_" G,' '~(..:> _.:r - J n .5 .-'" ,"i-II 1-1-7 '+ -A; .,
g'-:l," 7 - i " lA' - '-j,t .5 .- il~ ' 5-1oj.' !S-D 41 - c u
-1 f-1' 17/H <TYP. )
1/4' /FT. Ot/IN..)
~ ~
.... 12' AL. ROGF PANS
t..J ~ t..J ~
a': a': ~,
(.1 A:i (.1 l:l:I ~
~ ~ ~ ~
~ e ~ tJ
SPAN
; MAXIMUM COLUMN SPACING - SIMPLE SPAN
CONTINUOUS
Rl rDF PAN SPAN
CENTE'R E~AH SIZE 5' 6' B' 10' IE' 14' 16' 18'
2" X6' x. U~:;)x. 1 EO I!, -g' 12'-6' 1 A' -10' 9' -8' 8'-10' 8'-i:'
Self' MatlnD E'xt. 1 ' - .' 13' -8" 1 l' - 1 (i' 1 (i' -7" 9' -8" 8' -11 '
2' x 7' x, 062x. 120.. I:;)' -7' 14'-2' 12' -3' 11'-0' 10' -0' 9' -3"
Se {F' MaTlna Ext, 1 7' -1 " I.&:;' -5' 13' -5' IP'-fi' 11'-0" 10'-2'
2' x 1" x. 062x. 120 1 ';I' -6' 1 7' - t 0' lor' -or' 13' -9' 12' -7' 11'-8"
Se I f' />fa 1: I ng E:xt. 21' -5' 19' -6' 16'-10' 15' -1 ' 13' -9' 12'-9"
w/lnser't
2' x8' x, 072x, 224 eo' -6' 11:J' -';I. 16' -3' 14'-6' 13' -3' 12'-3'
Se l f' Ma.t I no ext. 22' -6' 20'-6' 17' -10" 1.c;' - / " 14'-6' 13'-5'
2' x9' x. 072x. 224 i:::i:' -1U' CU' -1 U' 1 8'-0' 1 6' p' .. ,14' -8' 1 3' -8"
Se {f' />fa 1: I na E'x-l:. 25' -0" 22' -1 0" 1 9' -9' / 7' -{:I' 16' - 1" 14'-/1'
I I I
EDG~ BEAM PLAN
. C~NT~R B~AM
CENTER B~AM PLAN
SPAN TABLE
1, NOT~I
VALUES HAY 3E iNTERPOl.ATE:]) FOR lNTERMOUATE LENGTHS DR SPACINGS
THESE STRUCTURES OESIGNED VrfTH
THE 2001 FLORIDA 8LDG. COOE
tk CHAP. 6 OF ASCE 7 FOR i 20 MP4 'MND
vaOCITY (3 SEC. GUST) E:XPOSURE B.
I VOIO AF7FR 2-I-OS
DA VlD NORRIS ENGINEERING'
112 COLEMAN RO.
I 'MN TFR HA 'lEN, Fl... '33880 P n 7 -t
[(863) 2.99-1048 ~:c.. 32185 I ';:.
MOBILE HOME
FLOOR/WALL/rOOF /PIER ANCHORING SYSTEM
MINIMUM REQUIREMENTS=-OR ATIACHING ALUMINUM STRUCTURES
~
2"X6" TOP-~ '-ATE
MANUFACTURED MOBILE HOME
ROOF TRUSSES'
NOTE:
FLOOR/WALL/ROOF CONNECTIONS
PER HUD SPECIFICATIONS
2"X6" STUDS 16" D.C.
2"XS" JOISTS
GRADE
4"X16 ":< 16- BASE
THIS DESIGN AT
(M.H.,MODEL, YEAR, SERIAL NO.)
HURRICANE GROUND
ANCHORS SHALL 8E
STATE APPROVED FOR
3150 L8S.-DESIGN LOAD
PIER SPACING @
5' -4" O.C. (MAX)
IS ADEQUATE TO TRANSFER
ALL LOADS TO THE GROUND!
THcSE STRUCTURES DESIGNED WITH
THc 2001 FLORIDA BLDG. CODE
&: CHAP. 6 OF ASCE 7 FOR 130 MPH WINO
VE:LOCITY (3 SEC. GUST) EXPOSURE B.
VOID AFTER 2-1-03
DA vrD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VCN, FL 33880
(863) 299-1048 P.E. 32186
Pg. 3-G
DA VID NORRIS ENGINEERING
FLA. F.E. #32186
ENGINEERS · LAIrD SURVEYORS · PLANNERS
PERMITTING · DRAFTING
112 COLEMAN ROAD
WINTER HA 1 ;N, FLORIDA 33880
(863)299-1048 '
NOTE: STRUCTURES'DETAILED //1/ THESE PLANS WERE DESIGNED WITH
THE 2001 FLORIDA BLDG. CODE &-;HAP. 6 OF ASCE 7 FOR 110 up to 130 MPH
(3 SEe. GUST) (DEFLECT/ON = - -80 MAX.))