HomeMy WebLinkAbout03-2175
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2175
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Sq. Feet:
Cost:
Amount Paid:
2175 Issued: 6/25/2003 l
GENERAL BUILDING PERMIT
SCREEN ENCLOSURE
COMMERCIAL
Est. Value:
900.00 Total Fees: 35.00
35.00 Date Paid: 6/25/2003
Address: 5740 7TH ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: HAWLEY ALUMINUM
Addr: 32552 GREENWOOD LOOP .
ZEPHYRHILLS, FL 33544 i
Phone: (813)588-2775 Lic: RX 0034241 I Phone:
Work Desc: 24 X 12 ALUMN. COVER OVER COOLERS
Name: VASQUEZ,MANUEL
Address: 5740 7TH ST
ZEPHYRHILLS, FL. 33542
FO 1 ST ROUGH L
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER WATER FINAL MECHANICAL
FRAME MISC SEWER MISC
INSULATION WALL MISC MISC. MISC.
INSULATION CEILING . MISC. I MISC. MISC.
DRIVEWAY i MISC. MISC. FIRE DEPT. FINAL
!
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
"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."
. NO OCCUPANCY BEFORE C.O.
-v y _~- . -
CONTRACTORS SIGNATURE PERM~
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CI'rY f)ll' ZHlPUYRHIIIL,S PHlRMl'lIAPPld:CATION
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CONDITIONS OF PERMIT AFFlDAVI'r
A. NO'l'lCE OF' DEED RES'I'RICTIONS
'1'he undersigned understands that tlli::> penni t may be
UlClY l>e more restrictivo::: thCln CitYL.egulations. The
compliClnce vJith any applicabl e deed l:estrictions.
B. IJNLlCE:NSED CPj-JTRAC'l'ORS AND CONTRACTOR RESPONSIBILI'l'IES
I f the oHner lIas hired a contractor 01' contractors to undertake work, they may be l'equir.;:d
to be licensed in accor.dance with state and local regulations. If the contractor is not
licensed a.:i required by lav.l, both the ovmer and contractor may be cited for a misdelHecHlor
violation under state law. If the owner or intended contractor are unco:::rtain as to wllat
licensing requirements may apply for the intended work, they are advised to contact tile
City of Zephydlills Building Department, 813-788-6611.
Furtllermore, 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 conti'actor, are responsible for the Hork. If the contractoJ.: Hisht::s
you to sign as contractor that may be an indication that he is not properly licellsed and is
not entitled to permitting privileges in the City of ~ephyrhi.lls.
C. 'l'RANSPOR'1'A'I'ION H1PAC'l' fEES AND UTILITY CONNEC'I'ION FEES
D. CONSTRUCTUION LIEN LAW (CHAP'rER 713, FLORIDA STNrUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien LCiH - Homeowner's Protection Guide" prepared by the Iflorida Department of Agriculture
and Conl:iumer Affairs. If the applicant is someone other that the "ovmer", I cl:lrifythat r
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner-" prior to conunencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tllat all the information in this application is accurate and that all work will
be done in compliance ~dth Cill 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 inl:itallation has conmenced 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 juril:idiction. ] also
cE::rtify that I understand that the regulations of other governmental agencies may apply to
the intended ~JOrk, and that it is my responsibility to identify what actions I must Lak!:: to
be in compliance. Such agencies include but are not limited to: ".Department of
J1:nvironmental Regulation-Cypress Bayhead,:;, Wetland Area,:; and Environmentc:illy Sensitive
Land::;, Wclter/Waste~~ateJ.: 'rreal:ment
*Soutllwest florida Water Management District-Wells, Cypre,:;s Bayheads, Wetland Areas,
Altering Watercourses
*Anny Cor'ps of Engineerl:i-SeaHalls, DOCks, Navigable Waterways
*Departm~nt of Health & Rehabilitative ServiceM, Environmental Health Unit-Wells,
Wa,:;tewater Treatment, Septic Tanks
."U. s. Environmental Protection Agency-Asbestos abatement
I 0.1::;0 certify that, if fill material is to be used ill Flood Zone "A" or "A,etc.", it is
understood l:hat a dl:ainage plan addressing a "compensating volume" Hill be submitted which
i.:> pn:pared l>y a professional engineer J.:egistered in the State of B'lorida pl'i.ox: to permit
is::;l1ance.
A permit i,:;suo:d shall bE::: construed to be a license to proceed Hith the Hark i'lnd not as
authority to violate, cancel, alter, or set aside any provisions of tile technical codel:l,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construct~on, or violations of any code. Every permit
il:isued shall become invalid unless the work authorized by such permit is cOllmenced wi.thin
six montlls of issuance, or if work authorized by the permit is suspended or abandoned for a
period ot si.x month::! after the time the work i,:; conunenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall l>e requested
in v/riting to the Building Official. An approved inspection mu,:;t be Jogged during each si..
month period, or the project Hill be considered abandoned.
WARNING 'ro OWNER: YOUR E'AILURE TO RECORD A NO'l'ICE OF COlvJMENCEMENT MAY RESUI.'J' lH YOUR
PAYING TWICE FOR IMPROVEMEN'l'S '1'0 YOUR PROPERTY. IE' YOU IN'l'END '1'0 OB'11AIN FINANCING, CONSUL'!'
WITH YOUR LENDER OR AN AT'l'ORl-.JEY BEfORE RECORDING YOUR NOTICE Of COMMENCEMENT. ,TOBS UNDER
$2,500 IN VALUE DO NO'I' NEED '1'0 RECORD AND POST A "NO'l'ICE OF COMMENCEMEN'r".
SIG"A"~AGEN;;. SI~ ~~;:"'OR
subject to "deed restrictions" wid ell
undersigned assumes re::;pomdbi lity for
S'IIATE OF FLORI DA
COUNTY OF
The foregoing instrument was
Before me this ___ day of
by
acknovrledged
, 19_
STA'l'E OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
19
(name of person acknowledged)
o who is personally known to me, or
(name of person acknowledged)
OJho is personally known to me, or
o VJho has produced
(type
and \'~hoD did Ddid not
of identification)
take an oatil.
Dwho has produced
(type of identificatiou)
and Hho Ddid []:lid not take an oath
Signature of person taking acknowledgement
Signature of person taki.ng aclmowledgment
Name typed, printed Oi stamped
Name typed, printed or stamped
# 'fOD 7)() y- [ .;.Ir 0
S I 'I'E I'I.AN
PARCEL 1.0.
1 I
SEC
(RF.SID~rIAL USE ONLY)
?- l:.. d' c 0 I CD J: b CO
l~P RNG SUBD BLOCK
Ol':>D
LOT
nATE: G . ?- '-( -6'}
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, DIAMETF--R, TYPE), AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; "~("H~.
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGtIT--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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EXTRUSIONS 1. D.
CHART
I ALUMINUM
I MARK I.. DESCRIPTION
I '-"TIFT I AREA \\jALL -t I FLGE -t l ALLOY
STRUCTURAL ITEMS DESCRIBED
(A) 1x2 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
(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
(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
(I) 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
(U 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 0.501 .044-.078 .044-,078 6063-T6
(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A 'W) 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
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
(AD 1xlx,062 ANGLE 0.141 (),120 0.062 0.062 6063-T6
(AD) lx2x.062 ANGLE 0.214 0,182 0.062 0.062 6063-T6
(AD lx3x.110 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
(Cm 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063--T6
(CC) 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 GUTTE.RS DESCRIBED
(GA) 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')(7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
NOTE. THESE EXTRUSIONS ARE AN 'OVERVIE'W' OF 'WHAT IS READILY AVAILABLE L DOES NOT
HID CONSTITUTE A COMPLETE LISTING OF 'WHAT IS AVAILABLE.
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3871 TAMIAMI lRAlL. sum: E
PORT CHARlOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 824-2:582
~ ALUMINUM STRUCTURES MASTER PLAN
~ DCIlIIZKIIC, IlK:. @ COPYRICHT AL KNCINEERINc. INC. 2002
AI.. ENGINEERING, INe. FLORIDA UCENSE 17441
PAGE 36 OF 266
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ROOF RISER PANEL ~~I
SPAN IN DECIMAL FEET
12" X 3.00" 3004-H16
/ SPAN <= 12', DEFLECTION Ll80
SPAN> 12', DEFLECTION Ll180 ~- 12' -l
PANEL WIND SPAN SPAN SPAN SPAN SPAN
THICKNESS VELOCITY SIMPLE l' O/H 2' O/H 3' O/H 4' O/H
OPEN STRUCTURE
110 13.20 13.20 13.20 13.20 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 1420
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
OPEN STRUCTURE
110 13.20 13.20 13.20 13.20 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 1290
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
3871 TAMIAMl mAIL. sum: E ~ ALUMINUII STRUCTUR8S .IlAST8R PLAN
PORT CHARlOTlE. F1. 33952 PAGE 174 OF 266
PHONE: (941) 827-4901 8&tEBlItG, INC. @ COPYRIGHT AL ENGINK!:RING, INC. 2002
FAX: (941) 82+-2382 Al ENGINEERING, INC. flORIDA UCENSE #7441
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I J871 TAMIAMI TRAIL, SUITE E
PORT CHARlO~ fL 33952
PHONE: (941) 627-4901
'~ FAX: (941) 624-2382
EDGE BEAM SPAN TABLE
IN DECIMAL FEET
SOLID ROOF - OPEN Of( SCREEN WALLS
WIND 130 MPH - EXPOSURE C
DEFLECTION U8~ SPAN<=12'
DEFLECTION U180 SPAN >12'
BEAM ROOF SPAN
USED 6' 8' 10' 12' 16' 20. 24'
0' OIH 7.30 660 6.10 5.70 520 470 430
(D) l' OIH 730 660 610 5.70 520 470 4.30
2x2 2'0/H 730 660 610 5.70 520 470 4.30
pe 3' OIH 730 6.60 .610 5.70 520 470 430
4'01H 7.30 6.60 610 570 5.20 470 430
(E) O'O/H 860 7.80 730 6.80 6.20 580 540
2><3 l'O/H 860 780 7 :0 680 620 580 540
PB 2' O/H 8.60 780 730 6.80 6.20 580 540
WEAK 3' O/H 860 7.80 720 680 620 580 5.40
AXIS 4'O/H 860 780 730 680 620 580 540
O'O/H 1030 9.00 8.10 740 640 570 520
(F) 1'0/H 10.30 9.00 810 740 640 5.70 520
2><3 2.0/H 10.30 900 810 7.40 640 5.70 520
PB 3'0/H 1030 9.00 810 740 640 570 5.20
4.0/H 1030 900 810 740 640 5.70 520
O'O/H 1170 1050 940 8.60 740 660 6.00
(H) l'O/H 11.70 1050 9.40 8.60 7.40 660 600
2><4 2'0/H 11.70 10.50 9.40 860 740 6.60 600
PB 3' O/H 11.70 1050 940 860 740 660 600
4' O/H 1170 1050 940 860 740 660 6.00
O'O/H 1260 11.00 990 900 800 710 6.50
(I) l'O/H 12.60 11.00 HO 900 800 7.10 650
2x4 2.0/H 1260 1100 990 9.00 800 7.10 650
SMS 3'0/H 1260 11.00 9 ~O 900 800 7.10 6.50
4' OIH 1260 1100 990 900 800 710 650
O'O/H 1480 1300 1160 1070 930 8.30 760
(J) l'O/H 1480 13.00 1160 10.70 9.30 830 760
2x4 2.0/H 1480 13.00 1160 1070 930 830 7.60
5MB 3'0/H 1480 1300 11.60 1070 930 8.30 760
4' O/H 1480 13.00 1160 10.70 9.30 830 760
O'O/H 1600 1400 1260 1150 1000 900 8.30
(K) 1'0/H 1600 1400 1260 1150 1000 900 830
2x5 2'0/H 1600 1400 12 bO 1150 1000 900 830
5MB 3'0/H 1600 14.00 1260 1150 1000 900 830
4'0/H 1600 1400 12 CO 1150 1000 900 830
O'O/H 1850 1620 1460 1340 1170 10.50 960
(L) 1'01H 1850 16.20 14 CO 13.40 11.70 1050 9.60
2x6 2' OIH 1850 1620 1460 1340 1170 1050 960
5MB 3'0/H 18.50 1620 14 ~O 1340 11.70 1050 960
4'O/H 1850 1620 1460 1340 1170 1050 960
O'O/H 2030 17.80 1600 14.70 12.80 1150 1060
(M) l'O/H 2030 17.80 1600 14JO 1280 11.50 10.60
2x7 2'0/H 2030 1780 1600 1470 12.80 1150 1060
5MB 3'0/H 2030 1780 1600 1470 1280 1150 10.60
4' O/H 2030 1780 1600 1470 1280 1150 1060
0' O/H 2490 2190 1970 18.10 1590 1430 1310
(N) l'O/H 2490 2190 1970 1810 1590 1430 13.10
2x8 2.0/H 2490 21.90 i9,O 1810 1590 1430 13.10
5MB 3' OIH 2490 21.90 1970 18.10 1590 1430 13.10
4' OIH 2490 21.90 1970 1810 1590 1430 1310
O'O/H 2670 23.40 2120 1950 17 00 1530 1410
(0) 1.0/H 2670 2340 2120 1950 1700 1530 1410
2x9 2.0/H 2670 23.40 2120 1950 1700 1530 1410
5MB 3'O/H 26.70 23411 2120 1950 1700 1530 1410
4'0/H 26.70 2340 2120 1950 17 00 1530 1410
O'O/H 30.00 29.60 2690 24.80 21.70 19.60 1800
(P) l'O/H 30.00 2960 2690 2480 21.70 1960 1800
2xl0 2.0/H 3000 2960 2690 2480 2170 1960 1800
5MB 3.0/H 3000 2960 26 ~o 2480 2170 1960 1800
4'O/H 3000 2960 2690 2480 21.70 1960 1800
INTERPOLATION BElWEEN SPAN VALUES IS PERMISSABLE
END CANTILEVER LENGTH SHALL NOT EXCEED 25% OF THE SPAN
MULTIPLY TH.= ALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GET
ALLOWABLE SPANS FOR DIFFERENT WINDSPEEDS.
WIND SPEED FACTOR
140 0 95
120 105
110 1.10
SPANS EQUAL TO 12. OR LESS SHALL NOT BE INCREASED BY THE USE OF A MULTIPLIER.
~ ALUMINUM STRUCTUR8S JUSTER PUN
~ DlGIIImIHG, INC. @ COPYRIGHT AI. ENGINU:lUNG. INC. 2002
AL ENGINEERING. INC. FLORIDA UCENSE 17441
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PAGE 141 OF 266
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\CARPORT/SCREEN ROOM W/PANEL ROOF!
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SEE ROOF
PANEL CONNECTION
DETAIL FOR
RISER PANEL
SEE EDGE BEAM
SPAN CHART FOR
OPEN OR SCREENED
WAlLS
COLUMN SPACING J- COLUMN SPACING j
OPTIONAl... GUTTER
\-- COLUMN SPACING
SEE EDGE BEAM
CONNECTION
tMX SLOPE 2.125/12
MIN SLOPE 0.25/12
TOP VIEW
MONOSLOPE ROOF PLAN
SEE EDGE BEAM
CONNECTIONS
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SEE COLUMN TO
CONCRETE CONNECTION
DETAILS OR LOAJ)
BEARING COLUMN DETAILS
MONOSLOPE FRONT VIEW
cPt
3871 TAMIAMl TRAIL. sum: E
PORT a-tARLOTlE. FL 33952
PHONE: (941) 827-4901
FAX: (941) 824-2382
~ ALUJlINUII STRUCTURES IlASTER PLAN
BIiItEBK. K. @ COPYRIGHT AL ENCINftRING. INC. 2002
"L ENGINEERING, INC. FLORIO" UCENSE 17441
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EDGE BEAM SEE SPAN
CHARTS FOR SIZE
AND SPACING
COLUMN SEE SPAN
CHARTS FOR SIZE
AND SPACING
PIER OR FOOTER
SEE ISOLATED
FOOTER CHART
PAGE 136 OF 266
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I ALUMINUM ROOF PANEL CONNECTIONS I
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EXISTING RAFTERS DR TRUSSES
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FASTEN FASCIA TO EACH RAFTER THRU RECEIVING CHANNEL
IJI ~2) 1/4' LAG SCREIJS IJITH 3/4' DIAMETER STAINLESS STEEL
IJASHERS AT MINIMUM 2' PENETRATION INTO RAFTER, MAXIMUM
SPACING OF 12' D.C.
RECEIVING CHANNEL
(MIN. THICKNESS OF 0.040')
@ EACH PANEL RISER
I
ALUMINUM ROOF PANEL (SEE SPAN CHARTS)
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(3) IU2xl' SMS IJI 3/4'. NED-IJASHERS PER
12' PANEL THRU RECEIVING CHANNEL INTO PANEL.
I
(3) 112xl' SMS IJI 3/4'11I ALUMINUM IJASHERS
PER 12' PANEL THRU BOX END INTO FASCIA.
EXIST. RAFTERS DR TRUSSES
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EXIST, 2500 PSI CONCRETE
MASONRY. TIE BEAM DR
IJOOD FRAMED IJALL
EXIST. FASCIA
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RECEIVING CHANNEL
(MIN. THICKNE:>S OF 0.040')
ALUMINUM ROOF PANEL (SEE SPAN CHARTS)
I
NOTEI
1.) RECEIVING CHANNEL MATERIAL SHALL BE ROLL OR BRAKE FORMED, OR EXTRUDED 6063-T6-0.040 MINIMUM THICKNESS. RAFTERS
AND lOR STUDS, IJHEN NECESSARY, SHALL BE PREDRILLED TO AVIJID SPLITTING, ALTERNATE FASTENERS MAY BE USED PROVIDED
THEIR VALUES ARE EQUAL TO OR GREATER THAN SPECIFIED. INSTALLED AS PER THE MANUF"ACTURER'S SPECIFICATIONS.
STRUCTURAL STABILITY OF" THE EXISTING 'HOST' STRUCTURE SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONNECTION
OF" PROPOSED STRUCTURE.
2.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG IJITH A MINIMUM OF" 2x4 TRUSSES
SPACED 24' O.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS.
J.RPC
112x1' @ EACH PANEL RISER
(3) 112xl' SMS IJI 3/4' NED-IJASHERS
PER 12' PANEL THRU RECEIVING CHANNEL
INTO PANEL
(2) 1/4' SS TAPPER @ A MINIMUM EMBEDMENT
OF 1 3/4', SPACED @ 12' O,C. DR (2) 1/4" LAG
SCREIJS IJITH 1 3/4' PENETRATION INTO IJOOD
STUDS @ 12' D.C. (IJHEN APPLICABLE>.
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3871 TAWIAMI TRAIL SUITE E
PORT a-tARlOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ ALUJIlNUJI STRUCTURES JUSTER PUN
~ DGIIDIIDIC, DIC. @ COPYRIGHT AL ENGINEERING. INC. 2002
Al ENGINEERING, INC. FLORIDA UCENSE 17441
PAGE 135 OF 266
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IALUMINUM PANEL/POST /EDG E BEAM DET AILSI
1/4" THRU BOLT wi 3/4'
BOLT WASHERS EACH SIDE
EDGE BEAlA
(SEE EDGE BEAM
SPAN CHARTS)
(4) '10 SMS PER
12' WIDE PANa
WI 3/4" DlA. WASHERS
(4) 110 SMS PER
12" 'MDE PANEL
wi 3/4" OIA. WASHERS
AlUloIlNUt.I
ROOF PANa
EDGE BEAM
(SEE EDGE BEAM
SPAN CHARTS)
COWMN/POST NOTCHED FOR
BEAM (SEE SPAN CHARTS FOR
COlUMN SIZE)
1'xZ' OPEN BACK
BEl'oIoEEN COWloINS
COLUIolN/pOST NOTCHED FOR
BEAloI (SEE SPAN CHARTS FOR
COLUloIN SIZE)
(4) 110 SUS PER 12" WIDE
PANa wi 3/4' DIA.. WASHERS
/AlUloIINUIol
ROOF PANEL
SIolS ON END
t:: EAa-t P ANa
0.062 OR GREATER RECEIVING a-tANNEL
110 SMS AT
24" O.c. UAX.
AND 6' FROW caWIolN
4.00"
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BREAKFORU OR ROUFDRW
'A' HEADER THICKNESS
SHAll BE 0.040" (TYP)
'10 SMS AT
24' O.C. MAX.
to SUS AT 24' a.c.
ADDIT10NAl 6' FROI.I
COlUUN
~.
COWMN/pOST (SEE SPAN CHAR
CHARTS FOR SIZE)
l'x2"x.0<<' OB
\. ~oo" rl
\"
3.00"
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4.00'
.
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0.50'
~
3871 TAUIAMI TRAIL. SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ ALUMINUJI STRUCTURES JUSTER PUN
.. DGIIBIIIDIG. DIC. @ COPYBIGHT .AI. EMGINBJ:RIMG, IHC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17<<1
PAGE 131 OF 266
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\ . 2.00'
\. 2.00" .1
I
APPBBC
Will.;..
EXTRUDED HEADER THICKNESS
SHAll BE O.OS" (TYP)
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