HomeMy WebLinkAbout98-8127
BUILDING PE^RMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8127
1IIIq(q~
Date
WQl.>>-f.rJ.-
BUILDING
Property Owner:
Job Address:
Parcell.D. #
ELECr-'CAL PLUMrNG
C' In/d,
~~yJ
MECHflCAL
Sewer Conn
Water Conn:
Water Meter:
~
T,I.F.'s:
Zoning:
DescriPtion of Work
Energy Code: /.-
Qi'R ~
Radon Gas:
ouA~' ~~~
NO OCCUPANCY BEFORE C.O.
FINAL 5~ J J ,;
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
:;);;LI ~
Permit Fee
~ature
Company
Address
~phone#
vJ~./
~~
Valuation or
Contract Price
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Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
L
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compress
Final
BUILDING
Ftr. nJ1?/ql iob
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25,001 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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SQ. FEET PRICE
MAIN OR LIVING AREA i; to 17 Z 5, ::;,0
OTHER AREA UNDER ROOF
OTHER
BUILDING:
ELECTRICAL:
PLUMBING:
MECHANICAL:
.'~ A: RADON:
CREDIT:
3'37; 5u
TVA
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SEWER: . \ J
WATER: vV/A
TOT AL:
T.I.F'sl N/A
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED
PLANS REVIEW FEE
OWNER'S NAME
Mqx C. Briel; e5
- 7,ef~r"-h.illS /ltuN;of"t
LEGAL DESCRIPTION: LOT(S)
.- D\'L1'
A"I'Oc)t,T
I
PHONE WIJ - ?7J- '-/7 7/
JOB ADDRESS
BLOCK
SUBDIVISION
PARCEL ID #
(OBTAIN FROM PROPERTY TAX NOTICE}
WORK PROPSED: I2INEW CONSTRUCTION
o ADDITION
OALTERATION
o REPAIR
o INSTALL
Os I GN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
WORK A Lt STeeL A ,'K rQ F'T f/ WYO r e tec.T; 0..)
'1,1,1 X 'ft)" . SQUARE FOOTAGE..( /700 t:r.
HEIGHT
1'1 f7:
DESCRIPTION OF
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 E'OR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
IZI BUILDING
$
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
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
III STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
JII 0 All!!.
IS PROJECT IN FLOOD ZONE AREAD YES
III NO
BUILDER
SIGNATURE ~/~
COMPANY fJd/J s4 ~eT l1efrt,( ,;Vc ,
STATE CERT OR REGIST # ere Ol.(l.{o 3$
CITY PROCESSING #
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
* * * **** * ***,* * ** ** * ** * * * * * * * * ** * * * ** *** * * **** *** ***** * *************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
SIGNATURE ~~~
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDl'l'IONS OF PERMIT ^!.'F'IDAVI'l'
.A. NOTICE OF DEED RESTRICrlONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requir:ements may apply [or: the intended wor:k, 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 UTIl,ITY 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 corrunencement.
E. CONTRACTOR' S/OWNER' S AF'FIDAVIT
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 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 cormnenced. 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".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
19_
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)
[1ho is personally known to me, or
o who has produced
(type
and whoO did Odid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid []::iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
.~. t& ~ ~4~~t 48R~tal, '~nr.
M McCARTHY ENGINEERING, INC.
. STRUCTURAL CONSULTANTS
2225 East Edgewood Drive · Suite 4
Lakeland, Florida 33803,3634
(941) 667-1769 · Fax (941) 667.1790
Project No. 98048
July 31, 1998
Mr. Mark Bridges
D&D Sheet Metal, Inc.
25324 State Road 54
Lutz, Florida 33549
Project: Structural Engineering for an Aircraft Hanger Footing.
Project Location:
Zephyrills Municipal Airport
Zephyrills, Florida
Dear Mr. Bridges:
McCarthy Engineering, Inc, has reviewed your question about the hanger footing design,
The footings have been designed to resist uplift and wind overturning without the help of
an asphalt or concrete floor. These footings will carry all live, dead and wind loads on
their own.
Should you have any questions concerning this matter or need further assistance, please do
not hesitate to call our office. Thank you for the opportunity to consult with you again.
Sincerely yours,
McCARTHY ENGINEERING, INC.
~//?~~
William 1. McCarthy, P.E.
Florida Registration No. 24553
Special Inspector No. 159
WJM/vlr
Florida
.
Registered
Georgia
.
North Carolina
1. CONCRETE SHALL HAVE A MINIMUM YIELD 28 DAY COMPRESSIVE
STRENGTH OF 2,500 PSI.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING
TO SPECIFICATION ASTM A615, GRADE 60.
3. PORTLAND CEMENT SHALL CONFORM TO SPECIFICATION ASTM
C150, TYPE 1.
4. THE COARSE AND FINE AGGREGATES SHALL CONFORM TO
SPECIFICATION ASTM C33.
(2) 3/4"~ ANCH. BOLTS
(ASTM A36 OR A307) ~
T/ASPHALT & FTG.
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1YPICAL COLUMN FOOTING
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OOAlIoW BY TM
OlECKEO BY W.).4
OlECKEO BY
OATE
6/12/96
6/12/96
LOCA nON or JOB
ZEPHYRHILLS FL
M
McCARTHY ENGINEERING, INC.
SlRUClURAL ClJ'ISULTANlS lAKELANO. FLORIOA
AIRCRAFT HANGER FOOTlNG DESIGN
ZEPHYRHILLS MUNIOPAL AIRPORT
MARK BRIDGES
PROJECT NO.
98048
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An Equal Opportunity Employer
James L. Allen
Chairman, Bushnell
James E, Martin
Vice Chairman. St. Petersburg
Sally Thampson
Secretary, Tampa
Ronald C. Johnson
Treasurer, Lake Wales
Ramon F. Campo
Brandon
Joe L Davis, Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Hartlee, IV
Bradenton
Curtis L Law
Land O'Lakes
Brenda Menendez
Tampa
E. D. "Sonny. Vergara
Executive Director
Gene A. Heath
Assistant Executive Director
Edward B. ~elvenston
General Counsel
Excellence
Through
Quality
Service
Southwest Florida
Water Management District
2379 Broad Street. Brooksville, Florida 34609-6899 . 1-800-423-1476 (Florida Only)
or (352) 796-7211 . SUNCOM 628-4150. T.o.o, Number Only (Florida Only): 1-800-231-6103
Internet address: http://www.dep.state.fl.us/swtwmd
7601 Highway 30 1 North
Tampa, Florida 33637-6759
1-800-836-0797 or (813) 985-7481
SUNCOM 578-2070
115 Corporation Way
Venice, Florida 34292-3524
1-800-320-3503 or (941) 486- 1212
SUNCOM 526-6900
3600 West Sovereign Path, Suite 226
Lecanto, Florida 34461-8070
(352) 527-8131
SUNCOM 667-3271
170 Century Boulevard
Bortow, Florida 33830-7700
1-800-492-7862 or (941) 534-1448
SUNCOM 572-6200
September 11, 1998
Max Bridges
D & D Sheet Metal, Inc.
26324 SR 54
Lutz, FL 33549
Subject:
Project EvaluationJPermit Not Required
Project Name: Zephyrhills Municipal Airport - Hangar Addition
Inquiry Number: CN:48100
County: Pasco
Sec/Twp/Rge: 13/26S/21 E
Latitude/Longitude: 28013'45"; 82009'53"
Reference:
Chapter 40D-4.041, Florida Administrative Code (F.A.C.)
Dear Mr. Bridges:
The District has reviewed information received on August 26, 1998, for the project referenced above
to determine if the activities proposed are regulated by District rules. Based on the information you
provided and the statutes and rules in effect at the time of this determination, the District has
concluded that an Environmental Resource Permit win not be required for the proposed hangar
addition. Plans and information submitted will be kept on file in the Brooksville Service Office in
support of this decision.
This notification to you does not mean that the District has determined that your project is
permanently exempt from permitting requirements nor does it relieve you of the responsibility of
obtaining other permits or approvals (federal, state or local) that may be required for the project.
This determination may not be valid in the event future changes occur in the applicable statutes or
rules. Additionally, project modifications may necessitate further evaluation or permitting by the
District. Therefore, you are advised to contact the District before beginning any work which is not
specifically described in your submittal.
You or any person whose substantial interests are affected by the District's action regarding your
application may request an administrative hearing in accordance with Sections 120.569 and 120.57,
F .S., and Chapter 28-106, F .A.C., of the Uniform Rules of Procedure. A request for hearing must
(l) explain how each petitioner's substantial interests will be affected by the District's action. or
proposed action; (2) state all material facts disputed by the petitioner or state that there are no
disputed facts; and (3) otherwise comply with Chapter t8-i06. F.A.C.. A request for hearing must
be filed with and received by the Agency Clerk of the District at the District's Brooksville address
within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on
which this notice is deposited in the United States mail. Failure to file a request for hearing within
this time period shall constitute a waiver of any right such person may have to request a hearing
under Sections 120.569 and 120.57, F.S.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
,!'
D & D Sheet Metal, Inc.
Page 2
September 11, 1998
If you have questions regarding this determination, please contact Wojciech M. Mroz, P.E., at the Brooksville
Service Office, extension 4329. Please reference the Project Name and Inquiry Number in future communications
concerning this proj t.
aul Desmarais, P.E.
rector
oksville Regulation Department
APD:WMM:kmb98-161
cc: Inquiry No. CN:48100
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McELROY METAL, INC.
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INDUSTRIAL Wall and Roof Panels
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THE Mega-Rib™ difference is immediately
apparent in its deep rib configuration.
Mega-Rib's precision side lap assures a
smooth, unbroken profile, successfully
creating a visually attractive panel which
also provides optimum strength and
maximum spanning capabilities. Mega-Rib
Industrial Wall and ,Roof Panels from
McElroy are designed and engineered 10
meet the increased demands of the
, . ~
industrial envirori~t, while providing the "
design Aexibility whldt also makes l~-
Rib id.d~IecIu~~S. .
MUA-RIB IS ma>nufactured In -0 variety
of ~ug~S, and '1'S~vailable in
both GALVA~UME~ and galvanized
'""substrates. Ky~dr ..s00 coatings, which
are proven to provide unsurpassed
protection against panel chalk and fade,
~ .~.
"''Ore standard on all Mega-Rib panels.
This'variety of popular substrates,
gauges, and Kynar 500 colors is yet
another example of the Mega-Rib
difference-your assurance that your
"'~~::~ building project will be attractive and
durable both today and for many years
to come.
...--'"
WHETHER used as a single component or
as an integral part of a complete system,
the Mega-Rib difference is clearly de~ned:
Superior strength and spanning
capabilities, design Rexibility, precision
.r . and beauty, in a high quality, versatile wall
and roof panel.
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WrilLE Mega-Rib is normally erected vertically
as an industrial panel, the project pictured above
is an excellent example of Mega-Rib's true design
potential. Porterfield's Marina Village is one of the
largest commercial marinas on the lake St.
Clair/Detroit River waterway. Designed by the
Detroit based architectural firm of Shervish,
Vogel, Merz, the project utilizes horizontally
erected 2.4 gauge Mega-Rib in Charcoal and Ash
Gray colors.
L
Quality, Strength, & B E AUT Y
'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
When used in CXlnjunction with Md:1roy's sub-girt froming
members & liner panels aJCh 05 Marquee or Mini-Rib
(shown here), Mega-Rib is on ideal component for fieId-
ossembIed i,nsuIaIed wall systems", . ~ ~,,' , . ~~, ~"'" ,',',
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UEBA-BIB LOAD lAB L ES
~
SECTION PROPERTIES ALLOWABLE LCW>S (PSF) i:-
TOf' IOTTOM WN> lOAD 1M lOAD DEFIfC1ION ~
N COMPRESSION N COMPRESSION
Panel Weight Fy Ix 51 Ma Ix 51 Ma 5' 6' 7' I' . 10' 11' 12' 3' 4' 5' 6' 7' I' 3' 4 5' 6' 7' I'
Gauge P5F ISI IN.4 IN.3 KIP IN IN.4 1Il.3 KIP IN
29 0.77 10 .0546 .0546 2.704 .0546 .0564 2.704 120 13 53 35 2S 19 13 11 2SO 141 90 63 39 26 .15 :II .42 JO JO .Il
-~",.,.
26 0.98 10 .0761 .0841 4.029 .0761 .0841 4.029 179 116 73 49 35 2S 19 15 373 210 134 17 55 37 .16 .29 ,45 JO 10 .Il ,"'"
26 0.98 50 .0798 .0925 2.768 .0798 .0925 2.768 123 85 63 41 36 fl 20 15 2S6 144 92 64 47 36 .11 .I, .29 .42 57 J5
24 1.22 10 .0987 .1141 5.471 .0987 .1142 5.471 243 151 .5 64 44 32 24 19 507 215 112 113 71 41 .17 JO ,47 JO 10 .Il
24 1.22 50 .1038 .1228 3.676 .1038 .1228 3,676 163 113 13 64 47 35 2S 20 340 191 123 15 63 41 .11 .I, JO ,43 .51 J6 .....
22 1.59 50 .1419 .1728 5.174 .1419 .1721 5.174 230 160 117 90 64 46 35 27 479 flO 172 120 18 67 .11 .20 Jl .44 .60 19
20 1.86 50 .1704 .2114 6.330 .1704 .2114 6.330 281 195 144 lID 77 56 43 32 S86 330 211 147 108 12 .11 .20 Jl .45 .61 .Il
18 2.39 50 .2274 .2912 8.719 .2274 .2912 8.719 318 269 198 146 103 75 56 44 107 454 291 202 141 110 .12 .2\ J2 .46 .63 .Il
~
Expanded and simple span load Iables, as well as -carport/canopy- package load Iables are oyoilable upon request.
LOAD TABLE N01l:S:
1 . All calculations for properties of panels are cakulated in accordance with
Specifications for the Design of Light Gauge Cold Fanned Steel Structurat
Members published by the American Iran and Sleet Institute (AlSJ) and
guidelines eSlablished by the Metal Building Component Manufacturers
Association (MBCMA). Wind loads and deRection loads are limited by a
deRection ratio of L/180.
2, Values shown as allowable loads are based on ponels COYering three (3) or
more equal continuous spans, Multiply values shown by 0.8 for two (2)
span condition,
3. Allowable loads (deRection) for wind shown have been increased by 331fJ'X,.
4. For wind load stress only, multiply live load (stress) by 133.
5. Weight of panels must be deducted from values to ablain net allowable load.
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SuBSTRATES:
The most popular substrates in the metal building industry are
GAlVAlUME and galYanized. Both il1YOlve CXlCIfing \he base melal in
a hot-dip process. Galvanized substrate utilizes zinc as a p-cIec:INe
material, while GAlVALUME utilizes an allay cJ zinc and aluminum.
SUBSTRUCTURAL COMPONENTS:
McElroy manufactures a complete line of CEES, lEES, EAVE
STRUTS, ANGLES, and SUB-GIRTS. For more information,
contact a McElroy Division Office and request a Substructural
Components brochure.
McElROY PAINT SYSTEMS:
Standard colors for Mega-Rib utilize a Kynar 500 paint sys1em.
Mega-Rib is also oycilable with siliconized paIyester and Plastisol
(PVC) systems. Minimum order quantities may apply. Contact a
McElroy Representative for oycilability.
ME&A-RIB TRIM I ACCESSORIES:
Mega-Rib Trim is produced on state-of-the-art, computerized
equipment. Like all McElroy products, it is oycilable in a wide
assortment of attractive colors and the proven performance of
durd:>le ~nishes.
ARCHITECTURAL SPECIFICATIONS: MESA-RIB
SE010N 07A1o--P.elormed Metal (Roofing) (Wall Sheeting) (Liner)
(Fascia) (Soffit).
1. SCOPE IF WORl: Furnish and install the Mega-Rib (Roofing)
(Wall Sheeting) (Liner) (Fascia) (Soffit) panel as manufactured by
McElroy M.elal, Inc. 1500 Hamilton ReI., Bossier Oty, LA 71111,
800-950-6531. The CX)Iltroc:lor shan furnish all maIeriaI, labor, and
equipment to execute the wen in a timely & satisfaclory manner in
ac:oordanc:e with plans and specifications.
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2. MATERIALS AND COATlNas: Base melal shall be (29) (26) (24)
(22) Gauge GAl.VAlUME steel produced in ac:oordanc:e with /!SfM
A-792 /1.Z55 or (20) (18) Gauge, G-9O Galvanized steel producsd
in accordance with ASTM A-AA6. Grade selected from
manufac:turel's standard.
I. FINISHES: The finish coating shall be (bare GALVALUME)
(bare Galvanized) (McElroy Premium Kynar 500) (McElroy
siliconized polyester) (McElroy Plastisol). Color to be selected from
manufac:turel's standard.
4. PANELS I FLASHIN&: Panels to be roll formed wilh 1112" rib
height, Z2" rib spacing, and 36" c:overage. Panels may be IappecI
horizontally as required. Maximum panel length is AO feet. Panel
lexIure shall be smaoIh. All Bashing to be manufactured from 26
gauge malerial. Color selected from manufac:turel's standard.
5. SEALANn I CLOSURES: Closures shall be pre-moIded, dosed
cell poIye!hylene foam to match the panel CX)Il~guration. Closures
located per manufac:turer's recommendations, When panels are used
as Roof Sheeting, butyl rubber tape sealant shall be applied at side
laps and end laps to assure weathertightness per manu'
focturel's recommes ldations.
I. INSTALLATION: Panels shaft be installed cNer a ~ atig18d
sd>>tructure by 8lCpOS8d fasteners driven Ihrough panel. All Hashing
and panel joints shall be caulked where required to prevent
water penetration.
7. DELIVERY I STORAIE: All materials shaD be delivered in a dry
and UI Kbnaged oondition and stored out cJ CXX1Iad with the ground.
Materials should be proleded with a weathertight CXMll'ing, PrcMde
wntilafion to pnMlOI ccndensation build-up.
38 7/8" Sheet Width
36" Cover Width
~
McELROY METAL, INC.
TRUSTED BY PROFESSIONALS THROUGHOUT AMERICA
CORPORATE OFFICE
P.Q, BOX 1148 ~ SHREVEPORT,lA 71163 ~ (3181747,8000 ~ FAX (318) 747-8029
lSOO AAMlTON ROf\D
llOSSIER OlY, I.ClUSlANA 71111
1lKlO195O-6531
FAX 1318170.a:JS9
5S5 llMlB'I> DRIVE
PEAOII1lfE OlY, GEORGIA 30269
18001 95O.6S33
FAX (A04163HW87
325 McGIti ROf\D
WNCI6lER. VIRGNA 22603
(800) 950-6535
FAX (703)667.J.CAO
MM 106 REV 8/9~
INOUSlllIAI. PARK. ROUll' 10 EAST 311 0lMR 0IlM
QtOON,IWNOlS 61n7 MAASHAIl. MIQtGAN ~9068
18OOl95O-6532 18OO)9.5O-653ot
FAX 1217) 935-6615 FAX (616) 781-7olO9
17031 KCWA
~O,CA92301
18001950-6536
FAX (619) 246-6595
~ VALUMf il Q .-g;.-.d tradomarl.. cI IIEC NlBlNo'ITIONAlINC,
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