HomeMy WebLinkAbout02-1440
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~ 1440
(813) 780-0020 Date 5)- 9--- t7~
BUilDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner:
Job Address:
Parcel 1.0. ,
~Iflb/vyrhfJ!~ ~~h
.
Water Conn:
1tJ..i/;y Co Water Meter:
T.I.F.'s:
Zoning:
OescriDtion of Work
Energy Code:
7~
Radon Gas:
FINAL
C.O.
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.
DATE
Inspector
Valuation or
Contract Price
~'m~ ~__ _
/ign ure ,~
Company
Address
{ 91'7 ' ,-0
City license Registration # /~ r'V
State Certified license#
J J'"L fJrt-.L 77/
XTelephone#
/;///1,/ ~ ,f/t-lfl1AI.
BUilDING
Ftr.
Pre SlB
lintel
FRM.
Insul. Cl
Wl
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Me r
Fina
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compr
F."
ELECTRICAL
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.
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTIbnrr 5335 8th STRBET ZBPHYRHILLS, FL 33540
PhoneI813-780-0020 FaxI813-780-0021 ~_~/_~"
DAT!: RBC!:IVBD L" ~ vo(
PLANS RBVIBW FEE '
OWNER'S NAME k'P~~;//(- .~ ~;2>>,~ ~ C=--
JOB SITE ADDRESS '7 330 ~ # Sf. ",
PHONE CONTACT
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
WORK PROPSED: ;l9NEW CONSTRUCTION
OSIGN
(OBTAIN FROM PROPERTY TAX NOTICE)
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
~ OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK .I" '1<1-1
BUILDING SIZE /t'lLI
c~..er
SQUARE FOOTAGE :1 3 C
J'/I/
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.
PERMITS REQUESTED
o BUILDING
$
/9tF7 C/::
r
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING % SPECIALTY
TYPE OF CONSTRUCTION: 0 BLOCK
o OTHER
o FRAME
o STEEL
Or OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
~
[lr"f:"Q"""qfrl'l'IflITIJr~"i1!ITrn~.1"'m;m""ln'~n\ffn:!lITmM - . - - . ~ - . - ~~'Il""_""l'.!:!+i.IT!}"E"~ -
,,~I1tll[j:'fl!j !~i!!lj:nlr;!;~ ,~+ :~~!;:P':F!:!; ,~!:*!~JjfH"I~"::Ji:4:>' ;:'1,;1 ,_.." ~_ ,",. _...., '''~_" ",.., !:!f~~!jIffl~~~j~, 3 ,.,,~IL~ .,..~~I~~3."I;,"j~;1 "
BUILDER ,/ --::i\ COMPANY ~~ ~J...~.
~F.'//~'-"" STATE CERT OR REGI # 'A700JYLy/
SIGNATU~~ CITY PROCESSING # /6"YV
*******************************************************:**********
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 AFFIDAVIT
A. 'NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pe:nni t may be subject to "deed restrictions'" which
may be more restrictive than City regulclt:ions. The undersigned assumes responsibility for
compliance with any applicable deed rest:r:ic:tions.
B. UNLICENSED CONTRACTORS AND CONTRACTOFl RESPONSIBII.ITIES
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 o~mer 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 indic~ting 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 install~tion as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that'I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if ;fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall iSSuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 It{, _Y~.~~}O NOT _~EED TO RECORD AND POST A "~OTIC::~ ',~,/l C" OMMENCEMENT".
, ~/ . / /f;
~"'iGNA.TtiRE.;,j~~ER OR AGENT S~GNAT~:;: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 1!L-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this -----Pay of
by
acknowledged
, 19
(name of person ackno~ledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type of identification)
and whoD did Ddid not take an oath.
o who has produced
(type of identification)
and who Odid Diid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
-
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DESCRIPTION
I '.,IT 1FT I AREA I 'viALL t I FLGE t
STRUCTURAL ITEMS DESCRIBED
ALLOY
II
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I ALUMINUM
IMARK I
EXTRUSIONS
1. D.
CHART
(A) be2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6
(B) 1x3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6
(C) 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(D> 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063-T6
(D 3x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063-T6
(D 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(G) 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063-T6
(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063-T6
<D 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6
(J) 2x4 5MB 1.008 0.857 0.044 0.135 6063-T6
(K) 2x5 5MB 1.092 0.952 0.050 0.135 6063-T6
(l) 2x6 5MB 1.342 1.141 0.054 0.135 6063-T6
(M) 2x7 5MB 1.515 1.288 0.057 0.135 6063-T6
(N) 2x8 5MB 2.147 1.826 0.072 0.224 6063-T6
(0) 2x9 5MB 2.317 1.970 0.072 0.224 6063-T6
(P) 2xl0 5MB 3.504 3.028 0.092 0.389 6063-T6
(Q) 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063-T6
(AU) 3x3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-.078 6063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A'J) 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6
(AX) 4..4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6
(AY) 4x4-0.250 TUBE 4.41 3.75 0.250 0.250 6061-T6
(AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6
I
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ANGLES DESCRIBED
(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6
(AB) 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6
(AC) lxlx.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6
(AD> lx2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6
(AD lx3x.ll0 ANGLE 0.323 0.275 0.110 0.110 6063-T6
RECEIVING CHANNELS DESCRIBED
(CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063-T6
(CB) 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063-T6
(CC) 1. 75x3.23x.110 0.834 0.710 0.110 0.110 6063-T6
(CD> 2x4.125...125 1.157 0.984 0.125 0.125 6063-T6
SUPER GUTTERS DESCRIBED
((lA) 4'x4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6
(GB) 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6
(GC) 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
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NOTE' THESE EXTRUSIONS ARE AN 'OVERVIEIJ' OF IJHAT IS READILY AVAILABLE L DOES NOT
A.BID CONSTITUTE A COMPLETE LISTING OF IJHAT IS AVAILABLE.
3871 TAMIAMI TRAIL. sum: E
PORT CHARLOm:. Fl 331152
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ALUMINUII STRUC7VR8S JlASTKR PLAN
D;~ IIlC. @ COPYRIGHT AI. INGoo:J:RING, INC. 2002
AI.. ENGINEERING. lNC. FlORIDA UCENSE 17441
I
PAGE 58 OF 288
,
3871 TAMIAMl TRAIL. SUITE E
PORT CHARLOnE. FL 33952
PHONE: (941) 627-4901
F-'X: (1141) 112+-2382
EDGE BEAM SPAN TABLE
IN DECIMAL FEET
SOLID ROOF, OPEN OR SCREEN WALLS
WIND 130 MPH. EXPOSURE C
DEFLECTION USO SPAN<=I2'
DEFLECTION U180 SPAN >12'
BEAM ROOF SPAN
USED 6' 8' 10' 12' 16' 20' 24'
O'OIH 7,30 660 8,10 5,70 5,20 4,70 4.30
(D) l'OIH 7,30 860 810 5,70 5,20 470 4,30
2x2 2' OIH 7,30 660 610 5,70 5,20 4,70 4,30
PB 3' OIH 7,30 660 610 570 5,20 4,70 4,30
4' OIH 730 6,60 6,10 570 5,20 4,70 4,30
(E) O' OIH 860 7,80 7,30 680 6,20 5,80 5.40
2x3 l'OIH 8,60 780 730 680 620 5,80 5.40
PB 2' OIH 860 780 730 680 6,20 5,80 5.40
WEAK 3' OIH 8,60 780 730 680 620 5,80 5,40
AXIS 4' OIH 860 780 7,30 680 620 580 5.40
0' OIH 10,30 900 810 740 6.40 5,70 520
(F) l' OIH 10,30 900 8,10 7.40 6.40 570 5,20
2x3 2' OIH 10.30 9,00 810 7.40 6,40 570 5,20
PB 3' OIH 10,30 9,00 810 7.40 6.40 5.70 520
4'OIH 10,30 9,00 8,10 740 640 570 5,20
0' OIH 11.70 1050 9.40 860 740 6,60 6,00
(H) l'O/H 11.70 10,50 940 860 7.40 660 600
2x4 2'01H 11.70 10,50 940 860 740 660 6,00
PB 3'01H 11.70 10,50 940 860 740 660 6,00
4'01H 11.70 1050 9.40 860 740 6,60 6,00
0' OIH 12,60 11,00 9,90 900 800 7,10 6,50
(I) l'OIH 12,60 11,00 9,90 9,00 8,00 7,10 6,50
2x4 2'01H 12,60 11,00 990 9,00 8,00 7,10 6,50
SMS 3'OIH 12,60 11,00 990 9,00 8,00 7,10 6,50
4'01H 12,60 11,00 9,90 900 800 710 6,50
O'OIH 14,80 13,00 1160 10.70 9,30 8,30 7,60
(J) l'OIH 14,80 13,00 11,60 10,70 9,30 830 760
2x4 2' OIH 14,80 13,00 11,60 1070 9,30 8,30 7,60
5MB 3'01H 14.80 13,00 11,60 1070 9,30 8,30 7,60
4'01H 14,80 13,00 11,60 10,70 930 8,30 7,60
O'O/H 16,00 1400 1260 1150 1000 9,00 8,30
(K) l'OIH 16,00 14,00 1260 1150 1000 9,00 8,30
2x5 2'OIH 16,00 1400 1260 1150 10,00 900 8,30
5MB 3'O/H 16,00 1400 1260 1150 1000 9,00 830
4' OIH 16.00 14,00 1260 11,50 1000 900 830
0' OIH 18,50 1620 1460 1340 11,70 10,50 960
(L) l'OIH 18,50 16,20 1460 13.40 11,70 1050 960
2x6 2' OIH 18,50 1620 1460 1340 11.70 10,50 9,60
5MB 3'OIH 18,50 1620 1460 13,40 1170 1050 960
4'01H 18,50 1620 1460 1340 1170 10,50 960
O'OIH 20,30 17,80 1600 1470 12,80 11,50 10,60
(M) l'OIH 20,30 17,80 1600 1470 1280 11,50 1060
2x7 2'01H 20,30 17,80 1600 1470 1280 11,50 10,60
5MB 3'OIH 20,30 1780 1600 1470 12,80 1150 10,60
4'OIH 20,30 17 80 1600 1470 12,80 11,50 10,60
0' OIH 24,90 21,90 1970 18,10 1590 14,30 13,10
(N) l'OIH 24,90 21,90 1970 1810 1590 14,30 1310
2x8 2' OIH 24,90 21,90 1970 1810 15,90 1430 13,10
5MB 3'01H 24,90 21,90 1970 18,10 1590 14,30 1310
4'01H 24,90 21.90 1970 1810 1590 14,30 13,10
0' OIH 28.70 2340 2120 1950 17,00 1530 14,10
(0) I' OIH 28,70 2340 2120 1950 17 00 15,30 14,10
2x9 2'OIH 2870 23.40 2120 1950 1700 15,30 14,10
5MB 3' OIH 28.70 23,40 2120 1950 17,00 1530 1410
4' OIH 28,70 2340 2120 1950 1700 1530 14,10
0' OIH 30,00 29,60 26,90 2480 21,70 19,60 1800
(P) l' OIH 30,00 29,60 2690 2480 21.70 1960 18,00
2xl0 2' OIH 3000 29,60 2690 2480 2170 1960 1800
5MB 3' OIH 3000 2960 2690 2480 2170 1960 1800
4' OIH 30,00 2960 2690 2480 21,70 1960 18,00
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABlE
END CANTILEVER LENGTH SHALL NOT EXCEED 25% OF THE SPAN
MUL TIPL Y THE ALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GET
ALLOWABLE SPANS FOR DIFFERENT WINDSPEEDS:
WIND SPEED FACTOR
140 0,95
120 1,05
110 1.10
SPANS EaUAL TO 12' OR LESS SHALL NOT BE INCREASED BY THE USE OF A MULTIPLIER.
~~ n.UIIINUII STRUCTUUS JUST6R PUN
_ DG1IIIRDIG, INC. @ COPYRIGHT .4L ENGINURING. INC. 2002
Al ENGINEERING, INC. FLORIDA UCENSE 17441
PAGE 141 OF 266
ROOF RISER PANEL ~~I
SPAN IN DECIMAL FEET
12" X 3.00" 3004-H16
SPAN <= 12', DEFLECTION U80
SPAN> 12', DEFLECTION U180 I 12' I
PANEL ;1, WIND (I SPAN SPAN SPAN SPAN SPAN
THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H
~ --..:
13.20 1~
~T' UCTURE
1(j0 13.20 13.20 13.20
0.032" 120 12.4U 1 ~."tu ~".An 1') An
130 12.00 12.00 12.00 12.00 12.00
140 12.00 12.00 12.00 12.00 12.00
110 13.70 13.70 13.70 13.70 13.70
0.036" 120 12.90 12.90 12.90 12.90 12.90
130 12.20 12.20 12.20 12.20 12.20
140 12.00 12.00 12.00 12.00 12.00
110 14.20 14.20 14.20 14.20 14.20
0.040" 120 13.40 13.40 13.40 13.40 13.40
130 12.60 12.60 12.60 12.60 12.60
140 12.00 12.00 12.00 12.00 12.00
ROOF RISER PANEL
SPAN IN DECIMAL FEET
12" X 3.00" 3005-H28
SPAN <= 12', DEFLECTION U80
SPAN> 12', DEFLECTION U180
PANEL WIND SPAN SPAN SPAN SPAN SPAN
THICKNESS VELOCITY SIMPLE l' O/H 2'O/H 3' O/H 4' O/H / iA~ tnJ
OPEhl-v I luuTURE --
-- ~ 7r
110 '-13.20 13.20 13.20 1C'?n 13.20
0.032" 120 12.40 12.40 12.40 12.40 12.40
130 12.00 12.00 12.00 12.00 12.00
140 12.00 12.00 12.00 12.00 12.00
110 13.70 13.70 13.70 13.70 13.70
0.036" 120 12.90 12.90 12.90 12.90 12.90
130 12.20 12.20 12.20 12.20 12.20
140 12.00 12.00 12.00 12.00 12.00
110 14.20 14.20 14.20 14.20 14.20
0.040" 120 13.40 13.40 13.40 13.40 13.40
130 12.60 12.60 12.60 12.60 12.60
140 '12.00 12.00 12.00 12.00 12.00
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSIBLE
MINIMUM GAGE LIMITED TO 0.032 BY FBC 2003.8.2.2
*r ,~- '.-"-n
DATE q , " , h ' . ,-- , - --" /J
BUILC"ING OEPT APPROVED /~ N..u!7
3871 TAMIAMI TRAIl. SUIT! E ~ ALUMINUM Sf'RUCTURZS JlASr.lR PUN
PORT OiARLom::. Fl 33952 PAGE 174 OF 286
PHONE: (941) 627-4901 ~ ENGKDlItG, INC. @ COPYRIGHT .AL DGINDRDfG, INC. 2002
FAX: (941) 824-2382 AL ENGINEERING, INC. FLOmOA UCENSE 17441
~
IALUMINUM PANEL/POST /EDG E BEAM DET AILSI
I'
~ '
I
EDGE BEAM
(SEE EDGE BEAU
SPAN CHARTS)
I
I
(.) #10 SMS PER 12" 'MOE
PANEL W/ 3/." OIA. WASHERS
I
I
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110 SMS AT
2.' O.C. MAX.
COUJMNjPOST (SEE SPAN CHAR
CHARTS FOR SIZE)
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I
,
o
N
JOi
I
I
2..00.
(.) '10 SUS PER
12" 'MDE PANEl
W/ 3/.' OIA. WASHERS
...... SlOPE
ALUMINUM
ROOF PANEL
(.) 110 SMS PER
12" MDE PANEl..
W/ 3/4' DlA. WASHERS
_ SlOPE
1/.' lHRU BOLT W/ 3/4'
BOlT WASHERS EACH SIDE
COWMNjPOST NOTCHED FOR
BEAU (SEE SPAN CHARTS FOR
COlUMN SIZE)
COLUMNjPOST NOTCHED FOR
BEAM (SEE SPAN CHARTS FOR
COlUMN SIZE)
l'x2' OPEN BACK
BEl\IoEEN COWMNS
#10 SUS AT
2.' O.c. MAX.
AND 6' FROW COlUMN
/AUJMINUM
ROOF PANEl
SMS ON ~D
t: EACH PANEL
0.062 OR GREATER RECEl\llNG CHANNEl
..00"
I'
-I
~"
~
.
40 SMS AT 2." o.c.
ADDITIONAL 6' FRON
COlUMN
I
0.50"
I'
1'.2"...0#' OB
, I
2..00.
3.00"
'I
..00"
I'
~.
~
BREAI<FORM OR ROUFORt.I
',.' HEADER lHIC1<NESS
SHALL BE 0.04'1' (l'tP)
10
N
JOi
o SO'
-r-r-
L 2.00" ,I
"Be
~
EXlRUOEO HEADER lHlCKNESS
SHALl BE 0.05' (T'l'P)
I
3871 TAMIAMI lRAlL. SUITE E
PORT OiARlOTTE, FL 33952
PHONE: (11.,) 627-4901
F Ale: (11.,) 1124-2382
I
~ n.UJlINUJI STRUCTURES JUST6R PUN
~ 1Ili1l1llllllli, IIIC. @ COPYRIGHT ~ EKGIlfURING, INC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE 11#1
PAGE 131 OF 266
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DESCRIPTION
I VT 1FT ~~ VALL i; I FLGE i;
STRUCTURAL ITEMS DESCRIBED
ALLOY
II
.
.
.
.
.
II
I
I
I ALUMINUM
IMARK I
EXTRUSIONS
1. D.
CHART
i\'
:1
"
(A) lx2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6
(B) lx3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6
(D 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(D) 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063-T6
(D 3x2 SNAP BEAM 0.542 0,461 0.041 0.041 6063-T6
(F) 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(G) 2x3 SNAP BEAM 0,680 0,578 0,045 0,045 6063-T6
(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063-T6
<D 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6
(J) 2x4 5MB 1.008 0.857 0.044 0.135 6063-T6
(K) 2x5 5MB 1.092 0.952 0.050 0,135 6063-T6
(l) 2x6 5MB 1.342 1.141 0.054 0,135 6063-T6
(M) 2x7 5MB 1.515 1,288 0,057 0.135 6063-T6
(N) 2x8 5MB 2.147 1.826 0.072 0,224 6063-T6
(0) 2x9 5MB 2.317 1.970 0.072 0,224 6063-T6
(P) 2xl0 5MB 3.504 3.028 0.092 0.389 6063-T6
(Q) 3x2 POST BEAM 0.800 0,680 0,070 0.070 6063-T6
(AU> 3x3 SCALLOPED TUBE 0.596 0,507 .044-.078 ,044-,078 6063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A IJ) 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6
(AX) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6
(AY) 4x4-0.250 TUBE 4,41 3.75 0.250 0.250 6061-T6
(AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6
I
,
ANGLES DESCRIBED
(AM 2x2x.125 ANGLE 0.569 0.484 0.125 0,125 6063-T6
(AB) 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6
I\" (AD lxlx.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6
!
!ii
~J! (AD) 1x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6
~: (AD lx3x.ll0 ANGLE 0,323 0,275 0,110 0.110 6063-T6
I'
,
:1 RECEIVING CHANNELS DESCRIBED
.1
(CM 1,5x2,125x,062 0.362 0.308 0,062 0.062 6063-T6
(CB) 1.5x3.125x,062 0.438 0.372 0,062 0,062 6063-T6
(CD 1.75x3.23x.ll0 0.834 0.710 0.110 0.110 6063-T6
(CD) 2x4.125x.125 1.157 0.984 0.125 0.125 6063-T6
SUPER GUTTERS DESCRIBED
(GM 4'x4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6
(GB) 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6
(GC) 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
I
J
J
I
I
I
NOTEI THESE EXTRUSIONS ARE AN 'OVERVIE"" OF "'HAT IS READILY AVAILABLE a. DOES NOT
HID CONSTITUTE A COMPLETE LISTING OF "'HAT IS AVAILABLE.
3871 TANJANI TRAIl. SUITE E
PORT O'Nl1.OTTE. F1. JJ952
Pf4FIHF: (9,( 'J e'17 o4-tI>f
j 101 'lJ.4-' I 4-/~ 1~1
$4Ib ALUMINUM STRUCTUlUS MASTER PLAN
~ IE @ COPTRICIn' AI. PCmr:J:1l1JfC, me. 2002
1-1 fW,fll/IfW1, ~ ~,. U".1f4,T 17<<1
I
1'},(;r, ~IJ or ~"
,
3871 TAt.lIAMI "TRAlL, SUllE E
PORT CHARLOm. FL 33952
PHONE: (941) 627-4901
FAX: (941) &2-4--2382
EDGE BEAM SPAN TABLE
IN DECIMAL FEET
SOLID ROOF. OPEN OR SCREEN WALLS
WIND 130 MPH . EXPOSURE C
DEFLECTION USO SPAN<=12'
DEFLECTION U1S0 SPAN >12'
BEAM ROOF SPAN
USED 6' S' 10' 12' 16' 20' 24'
O'OIH 7,30 660 6,10 5,70 5,20 470 430
(D) l' OIH 7,30 660 6,10 5,70 520 4,70 4,30
2x2 2' OIH 7,30 660 610 5,70 5,20 4,70 4,30
PB 3' OIH 7,30 660 610 570 5,20 4,70 430
4'01H 730 660 610 570 520 4,70 430
(E) O'O/H 860 7.80 730 680 6,20 5,80 5,40
2x3 l' OIH 860 7,80 730 680 6,20 5,80 5.40
PB 2' OIH 860 7,80 7,30 680 6,20 580 5,40
WEAK 3' OIH 860 7,80 730 680 620 5,80 540
AXIS 4' OIH 860 780 730 680 6,20 5,80 540
O'OIH 1030 9,00 810 740 640 570 5,20
(F: l'OIH 10,30 9,00 810 740 640 5,70 520
2x3 2' OIH 10,30 900 8,10 740 640 5,70 5,20
PB 3' OIH 10,30 900 8,10 740 640 570 5,20
4'O/H 10,30 900 8,10 7,40 6,40 570 520
O'OIH 1170 1050 940 8,60 740 6,60 6,00
(H) l'OIH 1170 10,50 940 860 740 660 600
2x4 2' OIH 11,70 1050 9,40 8,60 7,40 6,60 6,00
PB 3'O/H 11,70 1050 940 860 7,40 660 6,00
4'O/H 11.70 1050 9,40 860 740 660 600
O'OIH 12,80 1100 990 900 800 710 6,50
(I) l' OIH 12,60 11,00 990 900 800 7,10 6,50
2x4 2' OIH 12,60 1100 990 900 8,00 7,10 6,50
SMS 3' OIH 12,60 1100 990 900 800 7,10 6,50
4' OIH 12,60 1100 990 900 800 710 6,50
O'OIH 14,80 13,00 11,60 10,70 930 S,30 760
(J) 1'01H 1480 13,00 1160 10,70 930 8,30 760
2x4 2' OIH 1480 13,00 1160 1070 930 830 760
5MB 3' OIH 14.80 1300 1160 1070 930 830 7,60
4'O/H 14,80 1300 1160 1070 930 830 7,60
O'O/H 1600 1400 1260 1150 1000 900 8,30
(K) 1'OIH 16,00 1400 12,60 1150 1000 900 8,30
2x5 2' OIH 16,00 1400 1260 1150 10,00 900 8,30
5MB 3'0/H 16,00 14,00 1260 1150 1000 900 8,30
4'0/H 16,00 1400 1260 1150 1000 900 830
O'O/H 18,50 1620 1460 1340 11,70 10,50 960
(L) l' OIH 18,50 1620 1460 1340 11,70 1050 960
2x6 2' OIH 18,50 1620 14,60 1340 1170 1050 9,60
5MB 3' OIH 18,50 1620 1460 13,40 11,70 1050 960
4' OIH 18,50 1620 1460 1340 1170 10,50 960
O'O/H 20,30 1780 1600 1470 12,80 1150 1060
(M) l'O/H 20,30 1780 1600 1470 1280 11,50 10,60
2x7 2'O/H 20,30 1780 16,00 1470 1280 1150 1060
5MB 3' OIH 20,30 17 80 16,00 14,70 1280 1150 1060
4'O/H 20,30 1780 1600 1470 12,80 1150 1060
O'O/H 24,90 21,90 1970 1810 1590 14,30 1310
(N) l' OIH 24,90 2190 1970 1810 1590 1430 13,10
2x8 2' O/H 24,90 21,90 1970 1810 1590 1430 13,10
5MB 3' OIH 24,90 2190 1970 1810 1590 14,30 1310
4'01H 24,90 21,90 1970 1810 15,90 14,30 13,10
0' OIH 26,70 23,40 2120 1950 1700 1530 1410
(0) l' OIH 26,70 2340 2120 1950 17 00 15,30 14,10
2x9 2' OIH 2670 2340 2120 1950 1700 1530 1410
5MB 3'O/H 26,70 2340 2120 1950 1700 1530 1410
4'0/H 2670 2340 2120 1950 17 00 1530 1410
O' OIH 3000 2960 2690 24 SO 2170 19,60 lS 00
(P) l' OIH 30,00 2960 2690 24 SO 2170 1960 1800
2xl0 2' O/H 3000 2960 2690 2480 21,70 1960 1800
5MB 3'O/H 3000 2960 2690 24 SO 21.70 19601 1800
4' OIH 30,00 2960 2690 24 SO 2170 1960 1800
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSABLE
END CANTILEVER LENGTH SHALL NOT EXCEED 25% OF THE SPAN
MULTIPLY THE ALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GET
ALLOWABLE SPANS FOR DIFFERENT WINDSPEEDS:
WIND SPEED FACTOR
140 0 95
120 105
110 110
SPANS EaUAL TO 12' OR LESS SHALL NOT BE INCREASED BY THE USE OF A MULTIPLIER.
~ .u.UJlINUJI STRUCTUR8S JlAST:8R PUN
KllGIIIDIlDfG. IHC. @ COPYRIGHT J.L ENGlNURING,
AL ENGINEERING, INC. flORIDA UCENSE 17441
INC. 2002
PAGE 141 OF 266
ROOF RISER PANEL ~~I
SPAN IN DECIMAL FEET
12" X 3.00" 3004-H16
SPAN <= 12', DEFLECTION U80
SPAN> 12', DEFLECTION U180 I 12' I
PANEL WIND SPAN SPAN SPAN SPAN SPAN
THICKNESS VElOCITY SIMPLE l' O/H ?' "". .... "" 4' O/H
- ~
~PEN STRUCTURE
............... 110 13.20 13.20 13.20 13.20 13.2"0 -"...,
0.032" 120 .... An IL.40
IL."U . rv
130 12.00 12.00 12.00 12.00 12.00
140 12.00 12.00 12.00 12.00 12.00
110 13.70 13.70 13.70 13.70 13.70
0.036" 120 12.90 12.90 12.90 12.90 12.90
130 12.20 12.20 12.20 12.20 12.20
140 12.00 12.00 12.00 12.00 12.00
110 14.20 14.20 14.20 14.20 14.20
0,040" 120 13.40 13.40 13.40 13.40 13.40
130 12.60 12.60 12.60 12.60 12.60
140 12.00 12.00 12.00 12.00 12.00
ROOF RISER PANEl
SPAN IN DECIMAL FEET
12" X 3.00" 3005-H28
SPAN <= 12', DEFLECTION uao
SPAN> 12', DEFLECTION U180
PANEl WIND SPAN SPAN SPAN SPAN SPAN
THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H
-- 132~~ M:J
(' )PEN S T WCTURE
( 110 13.20 13.20 13.20
0.032" l2U 12.40 12.40 12.40 IL.qU 12.4U Sf
130 12.00 12.00 12.00 12.00 12.00 .
140 12.00 12.00 12.00 12.00 12.00
110 13.70 13.70 13.70 13.70 13.70
0.036" 120 12.90 12.90 12.90 12.90 12.90
130 12.20 12.20 12.20 12.20 12.20
140 12.00 12.00 12.00 12.00 12.00
110 14.20 14.20 14.20 14.20 14.20
0.040" 120 13.40 13.40 13.40 13.40 13.40
130 12.60 12.60 12.60 12.60 12.60
140 12.00 12.00 12.00 12.00 12.00
INTERPOLATION BETWEEN SPAN VALUES IS PERMISSIBLE
MINIMUM GAGE LIMITED TO 0.032 BY FBC 2003.8.2.2
1 ~~~S R<_JI2\N"2;>
DATE ~l, 0'
BUI!..!:'ING DEPT APPROVED.. I)
3871 TAMIAMl lRAlL. sum: E ~ ALUJlINUJI STRUCTURES JUSTER PLAN
PORT OiARUJTlE, Fl 33952 PAGE 174 OF 266
PHONE: (941) 827-4901 DUIIIlIt6.INC. @ COPYRIGHT .AL ENGIND:RIRG, INC. 2002
FAX: (941) 824-2382 AL ENGINEERING. INC. flORIDA UCENSE 17441
, '
..,
IALUMINUM PANEL/POST /EDG E BEAM DET AILSI
I'
(4) "0 SMS PER
12" WIDE PANEL
W/ 3/4" DIA. WASHERS
l"x2" OPEN BACK
BE1\'IEEN COWIotNS
(4) 110 SlotS PER
12" WIDE PANEl
W/ 3/4" CIA. WASHERS
l
1/4" lHRU BOLT W/ 3/4"
BOlT WASHERS EACH SIDE
I
EDGE BEAIot
(SEE EDGE BEAM
SPAN CHARTS)
COWt.lN/pOST NOTCHED FOR
BEAM (SEE SPAN CHARTS FOR
COlUt.lN SIZE)
CQ..Ut.lN/POST NOTCHED FOR
BEAIot (SEE SPAN CHARTS FOR
COlUIotN SIZE)
I
(4) 110 SlotS PER 12" WIDE
PANEl W/ 3/4. DIA. WASHERS
/AlUIotINUt.l
ROOF PANEL
SlotS ON END
t: EACH PANEl
0.062 OR GREAlER RECEIVING CHANNEl
110 SIootS AT
24" O.c. IotAX.
AND 6" FRot.l COLUIotN
I
4.00"
I
I
o
o
~"
~
~
I
'10 SlotS AT
24" O.C. t.lAX..
40 St.lS AT 24" O.c.
ADOlnONAl 6' FROt.l
COWWN
050.
~
COWIoIN/pOST (SEE SPAN CHAR
CHARTS FOR SIZE)
l"x2"...044" 08
2.00. .1
I
3.00"
"I
4.00"
'I
I
I
b
N
,.;
~"
~
BREAl<FORt.I OR ROUFORt.I
'A' HEADER lHICKNESS
SHAll. BE 0.040" (T'tP)
~
,.;
I
O.SO"
I'
I
2.00" .1
1 2.00.
,
I
'P.BC
3871 TAWIAWI TRAIL. SUllE E
PORT QiARLOTlE. FL 33952
PHONE: (1141) 627-4901
FAX: (841) 82+-2382
WilE:..
EXTRUDED HEADER THICKNESS
SHAI...l. BE 0.05" (T'tP)
I
~ n.UJlINUJI STRUCTURES IlAST.R PUN
~ 1Ili1l1lUlllC. DIe. @ COPYRIGHT .6.L ENGINKERIHG, INC. 2002
At. ENGINEERING, INC. FLORIDA UCENSE 11441
PAGE 131 OF 266