HomeMy WebLinkAbout02-0972
BUILDING PERMITN~
CITY OF ZEPHYRHILLS
(813) 788-6611
5:2_50
BUilDING
ElEC~ P~-
P<operty Owne' /IaY~,! J- ~ /:-1 ch hjl~
Job Address: SG 3((; tf6€Rch s1"".
ME~l
Parcell.D. II
0972
Permit
Date ,. ~ - 'i -t? :1..
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Descriotion of Work
Jnergy Code:
oJ ~('At~
5U
Radon Gas:
d- 9 }(./7 sc~
,
~
.
Inspector
;~::~s~__-- .._.
Company
Address
)t'"elephone# ..iF'- W J.-'77/
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.
Valuation or
Contract Price
~~
/6 l(C(
FINAL
C.O.
DATE
DATE
City license Registration #
State Certified license#
!I/lw/~ IJIVfV'-r-.
BUILDING
Ftr.
Pre SlB
lintel
FRM.
Insul. CL
Wl
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SlB
Tub Set
Water
Sewer
Final
Driveway
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.
APPLICATION FOR PElWIT
CITY or ZBPBYRHILLS
BUILDING DEPARTYENT
i (J:Jzet! do -(f~E:J f(f- ~
DAD RECEIVED ;2 -1/ .- O,,;L,
PLAN'S REVIEW FEE ........-
JOB ADDRESS
~
r("' 6.56
Q!- #~
g~cA"
9
,L,~#h;t~
J~
PHONE 7~o- 6'~~~
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S)
BLOCK
6-8
SUBDIVISION
PARCEL ID # /2- ;6-J-/,. oo6~ oec~.x) 6090
(OBTAIN FROM PROPERTY TAX NOTICEl
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 - FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
ld OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK AdJctJ ~~ S/~ ?)c/;? ct. j""'~....I ~
i7 119
BUILDING SIZE ' _
SQUARE FOOTAGE / Sj>
/
HEIGHT J'
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.
, ')J. BUILDING
o ELECTRICAL
PERMITS REQUESTED
$
o'--~C)O ~
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o
FLORIDA POWER
o
W.R.E.C. ~_
;q g4115'
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
--
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
)rJ OTHER
IS PROJECT IN FLOOD
o STEEL
FINISHED FLOOR ELEVATIONS
'Q:-NO
BUILDER ~.#
SIGNATU~ ~~
/
***********************************************
BLECTRICIAN'
COMPANY.
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
**********~*******************************************************
IdBCBABlCAL
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
O'l'HBR
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" wh.:j..ch
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 th.e Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become ipvalid 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".
SIC~E~';~ AGENT S~-CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
Dwho has produced F'tb~ H~7J..OW-~
(type of identification)
and who Odid [J:lid not take an oath
Dwho has produced&a ~ 7J-Q 'IY':>IY
(type of identification)
and whoO did Ddid not take an oath.
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
\; \:, ),"M.Yft./tP
SJ"'I~ I'I,^N
PARCEL I. D.
/2-
SEC
?-6
l'WP
(RESID~rIAL USE ONLY)
~ otXYJ ~)
RNG SUBD BLOCK
c:09o DATE: / ~f/- CL
LOT
All drawings shall be drawn to scale or fully dImensIoned for all parcels.
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SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAHES) ADJACENT TO TIlE PROPERTY. INDICATE TilE SIZE, YEAR, AND NAME OF MOBILE; SUCB AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGJrr-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all sIte plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
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.I I ALUMINUM EXTRUSIONS ID CHART I
. I
,
I MARK DESCRIPTION I WT/FT AREA WALL t FLGE t ALLOY I
STRUCTURAL ITEMS DESCRIBED
~ 0.276 0.230 0.044 0.044 6063- T5 i
0.384 0.320 0.050 0.050 6063- T5
C 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5 i
D 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063- T5 . '
..
~ E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5
0.681 0.579 0.050 0.050 6063- T5 ' ,
i
=-1 0.680 0.578 0.045 0.045 6063- T5
=- H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063- T5 !
2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063- T5 .
II i
::II J 2x4 5MB 1.008 0.857 0.044 0.135 6063- T6 ,
. :1
IK 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6 .
::a I
L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6
lM 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 ;
=-
N 2x9 5MB 2.317 1. 9 70 0.072 0.224 6063- T6
=- I
0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 II
::a) P 3x3 SCALLOPED TUBE 0.596 0.507 .045-.078 .045-.078 6063- T6
IQ 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063- T6
=- R 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063- T6
S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6
=a
=- ANGLES DESCRIBED
0.569 0.484 0.125 0.125 6063- T6
=- 0.093 0.093 6063- T6 i
AB 2x2x.093 ANGLE 0.427 0.363 I
III AC 1 xl x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 /.i
AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6 I
=- ,AE) 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6
:a RECEIVING CHANNELS DESCRIBED ~:
~
0.362 0.308 0.062 0.062 6063- T6 ,
:a 0.438 0.372 0.062 0.062 6063- T6 ' ~
:a (CC) 1.75x3.23x.ll0 0.8.34 0.710 0.110 0.110 606.3- T6 I
I ,
. ,
:II SUPER GUTTERS DESCRIBED ! 1
. - ~
== GA) 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 606.3- T6 i I
(GB) 4"x5 EXTRUDED 1. .358 1.155 0.075 0.075 606.3- T6 I .
, ,
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:' ~ ALUMINUM STRUCTURES MASTER PUN 'd
..' 17 , ,
ENCHDw<<l Ie. @ COPYRIGHT AL, INC. 1994 j~
-
--~. -.-....~ --,,--.--. - ,.,..-.._..--_......c..
------
EDGE BEAM SPAN TABLE
WIND 110 MPH. DEFLECTION L/50
SOUD ROOF. OPEN OR' CREEN WALLS
BEAM AC F SPAN
USED 6' 8' 12' 15' 20' 24'
O'O/H 7.33 6.50 .83 5.33 4.67 4.17 3.83
(0) l' O/H 6.33 5.83 .33 5.00 4.33 4.00 3.67
2x2 2' OIH 5.17 5.00 4.67 4.50 4.17 3.83 3.50
PB 3' OIH 4.33 4.33 It.17 4.00 3.83 3.50 3.33
4'O/H 3.83 3.83 3.67. 3.67 3.50 3.33 3.17
:- 6.83 6.17 5.67
2x3(F) 6.50 5.83 5.33
OR ' OIH . .33 7.00 6.67 6.17 5.50 5.17
3x2 (C) 3' O/H 6.50 6.33'-6.17 6.00 5.50 5.33 5.00
PB 4' OIH 5.67 5.50 ..50 5.33 5.17 4.83 4.67
(F) O' O/H 7.83 7.00 '33 5.8~ 5.00 4.50 4.17
3x2 l' O/H 6.83 6.33 5.83 5.33 4.83 4.33 4,00
PB 2'OIH 5.50 5.33 5.17 4.83 4.50 4.17 3.83
WEAK 3' OIH 4.67 4.67 4.50 4.33. ".17 3.83 3.67
AXIS 4'OIH 4.17 4.17 4.00 4.00 . .3.83 3.67 3.50
I O' O/H 13.17 11.67 10.67 9.67 8.50 7.50 6.83
(H) l' OIH 11.50 10.50 9.67 9.00 8.00 7.17 6.67
2x4 2' O/H 9.33 9.00 8.67 8. I 7 7.50 6.83' 6.33
PB 3' OIH 8.00 7.83 7.50 7.33 6.83 6.50 6.17
OR TILT 4' O/H 6.83 6.83 6.67 6.67 6.33 6.00 5.67
0' O/H 12.8f 11.33 10.33 9.50 8. I 7 7.33 6.67
I (I) l' O/H 11. I 7 10.17 9.33 8.67 7.67 7.00 6.33
2x4 2' OIH 9.00 8.67 8.33 8.00 7.33 6.67 6.17
I SMS 3'OIH 7.67 7.50 7.33 7.00 6.67 6.17 5.83 .
4' OIH 6.67 6.67 6.50 6.33 6.00 5.67 5.50
I 0' O/H 16.33 14.83 13.33 12.17 10.67 9.50 8.50
(J) l' OIH 14.50 13.33 12. I 7 11.33 10.00 9.00 8.17
2x4 2' OIH 11.83 11.33 10.83 10.33 9.33 8.50 7.83
I 5MB 3'OIH 10.00 9.67 9.50 9.17 8.50 8.00 7.50
4' O/H 8.50 8.50 8.33 8.17 7.83 7.33 7.00
0' O/H 21.50 19.17 17.33 15.83 13.67 12.17 11.00
(K) l' O/H 18.83 17.17 15.83 14.67 12.83 11.50 10.50
I 2x5 2' O/H 15.33 14.67 14.00 13.33 12.17 11.00 10.00
5MB 3' O/H 12.83 12.50 12.17 . 11.83 11.00 10'.33 9.67
I 4'OIH 11.00 11.00 10.83 10.50 10.00 9.50 8.67
0' O/H 23.67 21.00 19.00 17.33 15.00 13.33 12.00
I (l) l' OIH 20.67 18.83 17.33 16.00 14.17 12.67 11.50
2x7 2' OIH 16.83 16.00 15.33 14.67 13.33 12.00 11.00 .
I 5MB 3'OIH 14.00 13.67 13.33 12.83 12.00 11.17 10.33
4' O/H 12.00 12.00 11.67 11.50 10.83 10.00 9.17 .
I 0' O/H 29.33 26.33 24.00 22.00 19.33 17.33 15.67 :
(M) l' OIH 26.00 23.83 22.00 20.50 18.17 16.50 15.00
I 2x8 2' O/H 21.33 20.50 19.67 18.83 17. I 7 15.67 14.00
5MB 3' O/H 18.17 17.83 17.33 16.83 15.83 14.50 13.00
I 4'O/H 15.83 15.67 15.50 15,00 13.83 12.67 11.67
0' O/H 31.33 28.00 25.50 23.50 20.33 18.17 16.33 l
I
I (N) l' OIH 27.67 25.33 23.33 21.67 19.17 17,33 15.00
2x9 2' OIH 22.67 21.83 20.83 20.00 18.17 16.17 14.00 I
I 5MB 3' O/H 19.17 18.83 18. I 7 17.67 16.33 14.67 13.00
4' OIH I-~~:~,dll l~,U 12,17 I1.D 7
I j
I
SPAN VALUES ARE IN DECIMAL FEET I
I ~ ALUMINUM STRUCTURES MASTER PLAN I
~ ENG/rEERlNG.INC. @ COPYRIGHT AL, IHC. 1994 77 I
... J'-." ,.
I 2 x 3 EDGE BEAM CONNECTION DETAILS I
lID X 4" Sl.4S . 8' O.C.
wi l' , WASHERS OR
1/4' X 4" LAG BQTS WI
1" WASHERS. 12" O.C.
<S
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H
H
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r >-
11m>
1 1/4" X .050 X 5' 1
LONG STRAP W/ (2) ""
110 Sl.4S INTO [DC(
BEAM AND (2) 110 J
SMS INTO Cex.. ~. ...
GRJfft~O ~~ T';~o~ I
W/ 2'-0' MAX.
O~RHANG) m
"
liD X 4" SMS . 8' O.C.
w/l' , WASHERS OR
'/4' X 4" LAG Bex.TS W/
,', WASHERS. 1" D.C.
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}-<
}-<
}-<
>- >-
I...
1 1/4' X .050 X S'
LONG STRAP WI (2) "'"
lID SUS INTO EDC( J
BEAM AND (2) 110 "
SMS IN to Cex.. ~
(REO'O FOR SPANS '-
GREATER/lH~ J2'-0" r-
W 2 -0 UAX.
O~RHANG)
(4) - I'~ X 1 1/2'
INTO SCREW 8OSS[S
NOTES:
@@:g
@
EBCC2J
#10 X 4' SMS 0 8" O.C.
r ACCESS HQ[S wi ,. , WASHERS OR COIIPOSlTE PANEL
r COUPOSl~ PANEl 1/4" X 4" LAG BOlTS W/
,., WASHERS. 12" O.C. .,j
~ }-< h H \l. ;-0 ~t
:;. }-< }-< }-o ;-0
)-.
./. --a:: )-. >-
>- >-3 }-o ~ >- ~ >-
>- >- ~ ~ >- }- >)...,
r >- >-
, I
(2) lID X 2'
SIIS lHRU COL
INTO SCREW BOSSES
~ r----2 X 3 - .050 P.B.
r--
I
(2) #10 X , '/2" INTO
SCREW BOSSES THRU ACCESS
_ __ HQ[S
- ~ 2 X 3 P.B. COL
(T'!P.)
@
I'D X 1 1/2' SMS
. 24' O.C. AND W1lHIN
6' or EACH SlOE ry
rcex.UIAN
r COIIPOSlTE PANEl
~ t; Ii t;~:::1
}-o )-. >- }-<::)::>
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>- ~ ~ ~ >- rt ~j
(2) 110 X 2"
Sl.4S lHRU Co...
tno SCREW BOSSES
~r----,
2 X 3 - .050 P.B.
H -~----
, X 2 0/8
... (2) 110 X 2'
SMS lHRU COl.
INTO SCREW BOSSES
Fo 0 ~I-- 2 X 3 - .050 P.B.
~ - -:-~
I 1/4' X .050 X 5' ~. 0 0 -- .062 REC. CHANNEL
L~G STRAP w/ (2) 11 III W/ (4) - ,,~ SMS
110 Sl.4S INTO EDGE INTO EDGE BEAM
BEAU ~O,Jn r~ ...J I~ ANO COLUUN
(REO'O FOR SPANS" 'II - ----2 X 3 P.B. COL
GREATER lHAN 12'-0" ___,
WI 2'-0' MAX.
O~RHANG) - (T'!P.)
~
-
~,. ~ 'CESS HQ[S
^ 1 r COMPOSITE PANEL
:/~ ~ ~ d
>-fH rr }-< d>
t H r):: )-0 ~
~ ~H ~ ~}-; ~ 8= ~ ~ (j
"0 X 4" SMS 0 8' O.C.
wi l' , W~SHE
1/4' X 4' LAG B W/
I"' WASHERS ~ "D.C.
~ E
'~J:
)-.
>-
>-
..
I
~ .
7~' , , - ."'" ,.,.
r---- (4) "0 X 1 '/2' SMS
IN TO SCREW BOSSES
lHRU ACCESS HOlES
JUJ
- -----2 X 3 P.B. cex..
(WI
"'" ,.....
1 4' X .050 X 5' J ,-I I
L STRAP w/ (2) r-
II S INTO EDGE II
BEA 0 (2) 110
TO CCt.
(REO'O F
GREATER lHAN 12'-u "
W/ 2'-0" MAX
O~RHANG)
-1---2 X 3 P.8. COl..
(T'!P.)
L-..-
cg
@
ROOF SPANS UP TO 12'-0" WITH MAXIMUM 2'-0" OVERHANG
USE 2 x 2 EDGE BEAM SPAN VALUES
.row
$4I6 ALUMINUM STRUCTURES MASTER PUN
ENcJImHl re. @ COPYRIGHT AL. INC. 1994
95
I CARIPORT I SCREIEN ROOM WITH COMIPOS~TIE IPANlEllRlOOF I
COMPOSITE PANELS
SEE SPAN TABLE
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EDGE BEAM
SEE SPAN SCHEDULE
OPEN OR SCREENED
::::::JII: :::::::: _ :::: :::: : ===============::::=::::: ::: =:: :::::::::::::::::::: :::::=- ::::::: ::::: :::::
----------------.-- ----
-----------------------
OVERHANG
COLUMN SPACING
OPTIONAL GUnER
J I.. OVERHANG NTE 25%
OF EDGE BEAM SPAN
COLUMN SPACING
COLUMN SPACING
MAX SLOPE 2.12/12
MIN SLOPE 0.25/12
EDGE BEAM SPAN
MONOSlOlP1E ROOF PLAN
~
"
w
>-
Z
SEE EDGE BEAM
CONNECTIONS
EDGE BEAM
COLUMN
SEE BEAM
SCHEDULE
FOR SIZE
AND
SPACING
~[ " (..:.o~-~~o~-----~-~~--.:o~~~~~~o;~~;~o.o:;~__:~~o:__mm____o__
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PIER OR FOOTER
SEE APPROPRIATE
TABLE
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~ ALUMINUM STRUCTURES MASTER PLAN
ENGIt&RING,INC. @ COPYRIGHT AL, INC. 1994
97
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I ALUMINUM ROOF PANEL CONNECTIONS I
EXISTING RAFTERS OR TRUSSES
I
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FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL
wi (2) - '10 . 3. SCREWS w/ MIN. I 1/2" PENETRATION INTO RAFTER
MAXIMUM SPACING 24' O.C.
RECEI\IlNG CHANNEL
COMPOSITE ROOf' PANEL - (SEE SPAN CHARTS)
EXISTING FASCIA
~'
EXISTING RAFTERS OR TRUSSES
XISTlNG MASONRY. TIE BEAM
WOOO FRAMED WALL
EXISTING FASCIA
COMPOSITE ROOF PANEL - (SEE SPAN CHARTS)
NOTES :
1. RECEI\IlNG CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED. OR EXTRUDED 6063-T6 - 0.036 MINIMUM THICKNESS. RAFTERS
AND/OR STUDS. WHEN NECESSARY, SHALL BE PREDRILLED TO AVOIDSPLITTING. ALTERNATE FASTENERS MAY BE USED PROVIDED THEIR
VALUES ARE EOUAl TO OR GREATER THAN SPECIF'lED. AND SHAll BE INSTAllED AS PER THE MANUFACTURER'S SPECIFICATIONS.
STRUCTURAL STABILITY Of' THE EXISTING 'HOST' STRUCTURE SHALL BE IIERIF'lED BY THE CONTRACTOR PRIOR TO CONNECTION OF
PROPOSED STRUCTURE.
ARC
96
ALUMINUM STRUCTURES MASTER PLAN
re. cD COPYRIGHT AL, INC. 1994
.
48"
48"x3" COMPOSITE PANEL ~
3105-H25 3
DEFLECTION l/120
ROOF PANEL SPAN CHART
THICKNESS & WIND SPAN N SPAN SPAN SPAN
EPS DENSITY VELOCITY SIMPLE IH 2' OIH 3' O/H 4' O/H
0 STRUCTURE
100 MPH 11.83 .83 11.83 12.17 12.50
110 MPH 11.83 .83 11.83 12.17 12.50
0.024 120 MPH 11.83 .83 11.83 12.17 12.50
1.0# DENSITY 130 MPH 11.83 .83 11.83 12.17 12.50
140 MPH 11.83 .83 11.83 12.17 12.50
100 MPH 13.67 .67 13.83 14.00 14.33
1 14.00 14.33
0.024 13.67 3.67 14.00 14.33
1.5# DENSITY 130 MPH 13.17 I 3.17 13.50 14.00 14.33
140 MPH 12.33 "2.33 12.67 13.17 14.00
100 MPH 14.33 14.33 14.50 14.67 15.17
110 MPH 14.33 14.33 14.50 14.67 15.17
0.024 120 MPH 14.17 14.17 14.33 14.67 15.17
2.0# DENSITY 130 MPH 13.33 13.33 13.67 14.17 14.83
140 MPH 12.67 12.67 13.00 13.50 14.17
ENCLOSED STRUCTURE
100 MPH 10.83 10.83 11.00 11.33 11.67
110 MPH 9.83 9.83 10.00 10.33 10.83
0.024 120 MPH 9.00 9.00 9.17 9.50 10.00
1.0# DENSITY 130 MPH 8.33 8.33 8.50 8.83 9.33
140 MPH 7.50 7.50 7.83 8.17 8.50
100 MPH 12.00 12.00 12.17 12.50 12.83
110 MPH 11.17 11.17 11.33 11.67 12.00
0.024 120 MPH 10.50 10.50 10.67 11.00 11.33
1.5# DENSITY 130 MPH 9.67 9.67 10.00 10.33 10.83
140 MPH 9.00 9.00 9.33 9.67 10.17
100 MPH 12.50 12.50 12.67 13.00 13.33
110 MPH 11.67 11.67 11.83 12.17 12.67
0.024 120 MPH 11.00 11.00 11.17 11.50 12.00
2.0# DENSITY 130 MPH 10.33 10.33 10.50 10.83 11.33
140 MPH 9.67 9.67 9.83 10.17 10.67
INTERPOLATION 8ETWEEN SPAN VALUES IS PERMISSA8lE.
SPAN VALUES ARE IN DECIMAL FEET
NOTE: USE OF PROPER DEFLECTION LIMITS SHALL
ADHERE TO ALL LOCAL CODES AND ORDINANCES.
I . ~ALUAlJNUAI STRUCTURES MASTER PLAN 105 J
EHGI/oEERING,INC. @ COPYRIGHT AL. INC. 1994
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I 11142
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I CONTINUOUS FCOTlNG CHART~
6 X 6 / ,110 X #10
W. WM.,
CONTlNUOUS FOOTINGS FO UPLIFT
..:[,.c ~
~
~ #5
W
(FT.)
EXAMPLE:
MINIMUM FOOTING SIZE EQUALS "A" TIMES "B" IN DECIMAL SQUARE FEET
WIND
SPEED IovERHANG
0
.00 .Z'
"'PH 2"
3..
...
0
110
"'PH 2"
W
.r
0
no lZ'
"'PH 2"
W
.r
WIND
SPEED OVEllHANG
0
tOO .Z'
"'PH 2"
W
...
0 0
110 .Z'
"'PH 2..
3r
.r
0
no .Z'
"'PH 2..
38'
.r
OPEN OR lICREENEll WAlLS S( 0 ROOF
-- CONTN.JDus FOOTINGS IN S(l UlE FEET (SF)
AOOF SP~
t' .. .'
0.11 0.22 o.a 0.36
0.42 0." 0.5' 0.6'
0.76 0.71 0." 0.91
1.11 1.U 1.17 1.22
1.83 1.53 1.52 1.55
0.21 . nn
0.93 0.95 1.03 1. 12
1.'2 U9 1.'3 l.U
1.18 1.S7 1.86 '.90
0.25 0.35 0.'5 .. 0.57
0.62 0.71 0.82 ".93
1.11 1.16 1.25 '.35
'.70 1.67 1.72 1.80
2.38 2.24 2.24 2.28
n' ... U'
~.'3 0.50 0.56
0.69 0.76 0.8'
0.97 1.05 1.12
1.25 1.35 1.42
1.50 1.55 1.12
" 0.65 0.74
0.96 1.06
1.21 1.30 1.39
1.57 1.65 1.7.
1.96 2.03 2.11
0.68 0.60 0.92
1.05 1.17 1.29
1.46 1.57 1.65
I.Sg 1.99 2.10
2.36 2.,u 2.5'
SOUD W",U5 0 SOUD ROOF
lIINl_ CONl1NUOUS FOOnNGS IN SOUAAE FEET (SF)
ROOF SP~
.. .. .. 10' 12' ... U'
0.32 0.4' 0.58 0.73 0.67 1.02 1.17
0.56 0.69 0.63 0.97 1.12 1.27 1.42
0.90 0.99 1.12 1.26 1."0 1.5' 1.69
uo 1.35 1.45 1.57 170 1.8' 1.98
1.17 1.7. '.60 1.90 2.02 2.' 5 2.28
0.38 0.5' 0.71 0.89 1.07 1.26 1.,,",
0.68 0." 1.02 1.19 1.J! "1.56 , ,.
1.10 1.22 U7 1.5' 1.71 1.89 2.07
'.59 1.15 1.77 1.92 2.08 2.25 2.'2 .
2.15 2.12 2.20 2.32 ::!.H H2 2.79
0.'6 0.65 0.86 1.08 1.29 1.51 1.73
0.82 1.01 1.22 1."" 1.65 1.87 2.09
1.32 I.,' 1.15 1.85 2.06 2.27 2,49
1.90 1.98 2.12 2.30 2.50 2.70 2.90
2.55 2.55 2.54 2.79 2.95 3.15 3.3'
'SF' CONVERSION CHART
HEIGHT
WIDTH 8' 10' 12' 14' 16' '8' 20' 22"
e" 0.44 O.se 0.67 0.78 0.6D 1.00 1.11 1.22
10' 0.56 O.aD 0.63 0.97 1.11 1.25 1.39 1.53
12' 0.67 0.63 1.00 1.17 1.33 1.50 1.67 1.63
14' 0.76 0.D7 1.17 1.38 1.58 1.75 1.94 2.14
16' D.8D 1.11 1.33 1.58 1.78 2.00 2.22 2.44
18" 1.00 1.25 1.50 1.75 2.00 2.25 '2.50 2.75
20' 1.11 1.3D 1.87 1.94 2.22 2.50 2.78 3.06
22' 1.22 1.53 1.63 2.14 2.44 2.75 3.06 3.36
2" 1.33 1.87 2.00 2.33 2.67 3.00 333 3.67
INTERPO~ TlON PERMITTED
V",LUES ARE IN DECIMAL FEET
NOTE:
FOOTINGS FOR SOUD ROOFS WITH SCREEN OR VINYL ENCLOSED WALLS SHALL BE DESIGNED AS
OPEN. FOOTINGS FOR SOUD ROOFS ON GLASS ROOMS OR SOLID WALLS SHALL BE DESIGNED AS
ENCLOSED. FOOTINGS UP T08 SF. REQUIRES 1 - #5 ROD CONTINUOUS. FROt.A8 S.F. TO 2.0
SF REQUIRES 2 - #5 RODS CONTINUOUS, LARGER THAr~ 2.0 SF REQUIRES 3 - #5 RODS
CONTINUOUS. - WHEN DESIGNING AN ENCLOSED STRUCTURE WITH FLOOR AREA OF 400 S.F. OR
LARGER, "A" MUST BE A MINIMUM OF 1.0 FT (12") BELOW FINISHED GRADE. "B" SHALL NOT
Exq~P Z,O n (24")
~ ALUMINUM STRUCTURES MASTER PLAN
ENGItEERlNG.INC. @ COPYRIGHT AL, INC. 1994
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