HomeMy WebLinkAbout906 W 6 St 15-246 Roof and sidingJ*
SD'. ED CITY OF SANFORD
NOV 0 5 2014 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
a
Application No: Documented Construction Value: $ a
Job Address: qO(v I W , (.a
4k Si• Historic District: Yes No E(
Parcel ID: 2S, 19 , 30 •SA&-. 0-712 , 0626 Zoning: S-
Description of Work: R_F Puac;E. I2ooF'1 S t a j N i- o ;r WF- TAL- mig_rUIRE
Plan Review Contact Person:
Phone: Fax: E-mail:
Property Owner Information
Title:
Name RQEar Phone: 140. 1088, 5O:')O FK-r. 5'Y23 Street:
300 r >< Paa_k- AVE Resident of property? : P A City,
State Zip: Sn+iromN f- L. .321;71 Contractor
Information Name
hoPr,! -[U i &K-oyATtw& a0 Co•aSrgA6, Phone: 321 t y21 t (&37 j Street:
3111 S-_4 wAy C 1 tZ Z IQ9 Fax: 3 Z 1 , e z1 (P 37 5" City,
State Zip: M_rL 3ow12N>: rL 3293U State License No.: Architect/
Engineer Information Name:
t A. Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit '" , rr' !
t ail Square
Footage: `Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
New
Service — No. of AMPS: Mechanical (
Duct layout required for new systems) Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads: Shall
be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV
07.14
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR EVIPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
7, /4
Signature of Owner/Agent Date
rzo,&e_t_ >
t
Name
kk l:S;- (14
Date
IlV p •
KRIS7IE S7RINEo;
Notary Public - State of Florida
My Comm. Expires Dec 30, 2015
Commission ak EE 127889
Owner/Agent is 7 Persona ly nown to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
iAolkLzl
nature of Con clot/Agen Date
N) Ua_ P_ Spay 0 C, t<.
Print Co
ntraccttorr//jAgent'
s 1 ee
ILA
Signature of Notary -State of Florida Date
ANNA M. DEL FIERRO
MY COMMISSION S EE1356"
EXPIRES October 04, 2016
s3 Fkwkl btarvSlnkl.t°m
Contractor/Agent is ersona y Known to Me or
Produced ID Type of ID
WASTE WATER:
FIRE: BUILDING: ! / _11- (f
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
THIS INSTRUMENT PREPAR BY:
Name. 0 Jg42X
Add
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
MARYANNE MORSE, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT 1 COMPTROLLER
BK 08354 Pg 1380; (Ipg)
CLERK'S # 2014116635
RECORDED 10/23/2014 0308:11 PM
RECORDING FEES 10.00
RECORDED BY H DeVore
Parcel ID Number: ZS. 19 • SO . SA6- • 07 1 Z , OdZv
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement
DESCRIPTION O PROPERTY: (Legal de cription of the pro erty and street address if available) Ll a (0 1 4O Lc) • to -K ST
XJzP-(:'0R,1, FL- -3;2Z1 t
GENERAL DESCRIPTION OF IMPROVEMENT:
iZF P"LF w ET -AL— S i P, i pi 1 P—OF + 7C&xc L#g-r 1CN
OWNER INFORMATION: %
Name- t- t T4 O F CAN FOa-tb / Agzks 7' 1V
Address .300 J,), PAO.1V_pVF -SA /JFo0-D 9-1- 32-771
Fee Simple Title Holder (if other than owner) Name
Address
CONTRACTOR:
Name Ph-PaaxX
Address. 3111E SIGYW10
or CotU'ST1R1AGT1
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name: N e4
Address
In addition to himself, Owner Designates
Section 713 13(1)(b), Florida Statutes.
of
To receive a copy of the Lienor's Notice as Provided in
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713 13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and belief.
Own s Signature Owners Printed Name
Flonda Statute 713 13(1)(g) ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead "
State of! "0- County of `^v'""`" ' /
The foregoing instrument was acknowledged before me this day day of l_r -t 0, .
20 1
Name of$ENsbhlI!hAh)l$lktement
1(%"Y iRdit ficW0001 e
My Comm. Expires Dec 30, 2 15
Commission 8 EE 127889
CER}IFIEDCOPY-MARYANNE MORSE
CLERK OF T E CIRCUIT URT AND
r
COMPTRO ER
SEMtNOLE CO RIDA 4t`CN`
Who is personally known to me iN
identification produced:
I- LA
Notary Ngnature
CT_2 2014 - - --
BY - DEPUTY ELERK
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: n1 -Fi tp' ra lu i I V 1 /l.S+6%+
an agent of: 0 S
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specifjc permit and application for work located at:
qd 27 Roa o. T c
Street Address)
Expiration Date for This Limited Power of Attorney: ' 1-g/ I q
License Holder Name:
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this -5 day of V V ,
20OF % , by QGt (% (tiY%UCIC who is personally known
to me or who has produced
identification and who did (did not) take an oath.
Signature
I '
Notary Seal) n a Nl . _N' Re r i' 0
Print or type name
Nota Public - State ofANNAM. DEL FIERRO ry
P•
MY COMMISSION EE135644 Commission No. e, 13S (0 4
EXPIRES October 04, 2015 My Commission Expires: /p y
407 398.0153 FloridallolaryServlce com
Rev. 08.12)
as
PERMIT # 5-2-y
MIAMF MIAMI-DADE COUNTY
Wei= PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (796) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.m1amidade.g2yJSgn=
NCI Group, Inc.
14031 West Hardy
Houston, TX 77060 OFFICE
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: `RPanels" 22 ga. & 24 ga. Structural Galvalume Steel 1-1/4" x 36" Roof Panels
APPROVAL DOCUMENT: Drawing # R95, titled "PBR Panel Flashing Detail', sheets 100 through 110,
prepared by NCI Group, Inc., dated July 02, 2012, signed and sealed by Mark Detwiler, P.E., on July 02, 2012,
bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA # 11-0810.07 and consists of this page 1, evidence submitted pages E-1, E-2,
E-3 & E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
NOA No. 12-0730.02
MI E N " "
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
Page 1
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 96-0529.03
A. DRAWINGS
1. Title: "R-Panel" Roof Panel
Number: R95, sheets 100 through 110
Signature: Terrence E. Wolfe, P.E.
Date: 05/23/96
Revision Date: 01/30/97
B. TESTS
1. Laboratory Farabaugh Engineering and testing, Inc.
Number T103-96, dated 01/18/96.
Type: Uniform static air pressure loading, per ASTM 1592 (22 ga R-
Panel)
Signature: Daniel G. Farabaugh, P.E.
2. Laboratory Farabaugh Engineering and testing, Inc.
Number T102-96, dated 01/11/96
Type: Uniform static air pressure loading, per ASTM 1592 (24 ga R-
Panel)
Signature: Daniel G. Farabaugh, P.E.
3. Laboratory Farabaugh Engineering and testing, Inc.
Number T104-96, dated 01/05/96
Type: Large missile impacts, per PA 201-94 (24 ga R-Panel)
Signature: Daniel G. Farabaugh, P.E.
4. Laboratory Farabaugh Engineering and testing, Inc.
Number T118-96, dated 04/26/96
Type: Susceptibility to leakage for class 1 metal roof panel, per "FM
4471-G" (24 ga R-Panel)
Signature: Daniel G. Farabaugh, P.E.
5. Laboratory: West Penn Testing Laboratories, Inc.
Number: WP-9048 (Report # 034), dated 01/31/96
Type: Tensile Strength (22 ga R-Panel)
Signature: Todd A. Ault
6. Laboratory: West Penn Testing Laboratories, Inc.
Number: WP-9048 (Report # 034), dated 01/31/96
Type: Tensile Strength (22 ga and 24 ga R-Panels)
Signature: Todd A. Ault
my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
E-1
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. Laboratory: Center For Applied Engineering, Inc.
Number: MTS No. 257558, dated 03/27/96
Type: Wind Driven Rain Test per PA 100-95 (24 ga R-Panels)
Signature: R. G. Miller, P.E.
C. CALCULATIONS
1. Title: 22 gage and 24.gage R-Panel
Signature: Terrence E. Wolfe, P.E.
Date: 05/23/96
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0823.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Letter requesting renewal of NOA No. 96-0529.03 and stating that the product has
not changed, dated August 12, 1999, signed by Brian N. Jaks.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-1016.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No.12-0730.02
Expiration Date: 02/27/2019
Approval Date: 12/13/2012
E-2
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0212.06
A. DRAWINGS
1. None.
B. TESTS
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform
Static Air Pressure Test on R-Panel 24 ga. X 36" wide, prepared by Farabaugh
Engineering and Testing Inc., Report No. T216-07, dated 0611512007, signed and
sealed by Patrick J. Farabaugh, P. E. and Daniel G. Farabaugh, P. E.
2. Test report on Uniform Static Air Pressure Test on PRB-Panel 22 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08A, B, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
3. Test report on Uniform Static Air Pressure Test on PRB-Panel 22 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08C, dated 0112812008, signed and sealed by Terrence E. Wolfe, P.E.
4. Test report on Uniform Static Air Pressure Test on PRB-Panel 24 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08D, E, dated 0112812008, signed and sealed by Terrence E. Wolfe, P.E.
5. Test report on Uniform Static Air Pressure Test on PRB-Panel 24 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08F, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
6. Test procedure for wind and wind driven rain resistance of discontinuous roof
systems performance for R-Panel Steel Roof 36" wide x 24 ga. Per TAS 100-95, test
report # T351-07, dated 12120107, signed and sealed by Daniel G. Farabaugh, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. Tensile Test foe 22 ga. From test # 07-0004T-08A, B.
2. Tensile Test foe 24 ga. From test # 07-0004T-08A, B.
4 yvg'
H my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
E-3
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0810.07
A. DRAWINGS
1. Drawing with no number, titled "PBR Panel Flashing Detail ", sheets 1 through 11,
prepared by NCI Group, Inc., dated July 27, 2011, signed and sealed by Mark
Detwiler, P.E., on July 27, 2011.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory
Affairs.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Bill of Sale, assignment and Assumption Agreement.
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing # R95, titled "PBR Panel Flashing Detail", sheets 100 through 110,
prepared by NCI Group, Inc., dated July 02, 2012, signed and sealed by Mark
Detwiler, P.E., on July 02, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
E-4
TYPICAL DETAILS OF EAVE TRIM
7/6 LONC-uE LAPTIX
W/WASEIFR [FASfE)ER j4]0 12' O.C.
TAPE SEATER
DETAIL 'A"
1/2• X 3/32' TAPE SI
SEAL TO TAPE SEALER
1/2' x 3/32'
1w. PANEL
TAPE SEALER
tORLLERxLONG LIFE SELF- W1/WASHER FASTENER 131 SIDE
AP ATTACHMENT (6)
PER PANEL SEE
DETAL A) a
NAPE
SEALER POP
RIVET NSDE
CLOSURE EAVE
STRUT 1/6 x 3/16 POP RIVET FASIOiQt +
141 0
12. O.C. SAVE
IN ISOMETRIC
VIEW OF EAVE TRIM X
3/32' TAPE POP
Mor BOTTOM) NSDE
CLOSL EAVE
TRIM - OUTSIDE
CLOSURE - 1/
4-14 x 7/6 LONG -LEE LAPTEK — W/
WASH R (FASTENER 1410 12' 0 C. WALL
PANEL PANEL
12
1F —
mm LER%
W/WA%IER [F SELF- MIASTENER #
31 6)
PER PANEL 6
POP RIVET F6ASLQETt111410O.
C. EAVE
SIRUP CROSS
SECTION OF EAVE TRIM IRoDUcr
R6vism r4mvLyi
WA&&AFk6" mow.
i-073o.o2 x
e/l w .
9 ar
rnr. u sso am
r.r. xd / wo D
STATE
OF
wr ,C TYPICAL DETAILS OF EAVE WITH GUTTER
TAPE SEALER j x3/3 SEA
SAIL "AFL 'A'
ll
1/2' x 3/32' TAPE NSIOE CLOSORE-
SEAL TO TAPE SEAU71 AT
1/2' x 3/32' p72
PBfY PANEL TAPE SEALER
1 a x 3/16 POP RNET-
06)
12-14 x 1 LONG-LFE SELF- (FASTENER #141
SOW ATTACHMENT P[FASTENER13](2) PFR SIPAP
SEE DETAIL A)
ASIDE CLOSURE -
1D-16 x 1 PANCAKE HEAD —
SELF -DRILLER [FASTENER /12)
0 5'-0' O.C.
TAPE SEALER
EAVE SIRUP
Y
ISOMETRIC VIEW OF EAVE WITH GUTTER
PANEL
10-16 x 1 PANCAKE HEAL1
J
SELF -DRILLER [FASTENER j12]
0 5'-0' O.C.
12-14 x 1 LONG-LFE SELF-
DKLER W/WASHER [FASTENER J3)
STRAP 6) PER PANEL
OL m CLOSUREAVE
STRUT WALL
PANEL CROSS
SECTION OF EAVE WITH GUTTER w.. +
sasses sr
srrr t•
Rrtonix.-rleevrsm F'• 9 i'
wdriheFlails o
No -
oL 1] .
Lp roc sy ,
90 STATE NG``
w
1/2-
ISOMETRIC VIEW OF HIP
TYPICAL DETAILS OF HIP
I/ LORC-liE LAPfEK
R [FASIETIEIt #4]• EACH IUUDR RB ddd
Al
3/
EIOTTOY) SEALER
HP H ASHM E
VElED am CLOSURE SEALER
HP
PLATE 10-
x 1 PANCAKE HEAD / IN
SELF -DRILLER [FASfENEft 1121 2)
PER CONN 12-
14 : 1 LONG-liE SELF - MUM
W/WASHER [FASfFIIER /3] 6)
PER PANEL CROSS
SECTION OF HIP M.
d . 1« PRODUCT
PyC
DETk 76iswi
tl.id :p',CE/y' e.
nr:i 64 4 Aooeld+W 2-0 3r% Dr3-/t Oord
0.. STATE OF
TYPICAL DETAILS OF PANEL LAPS
12-14 x 1 LONG -LIFE SELF-
M IER w/WAM [FASrDU 13]
ATLAC) W c
N1GN SDE ATTACIOIEM (6) PER PANEL
SEE DETAIF B)
M* PANEL
12-14 x 1 LONG -LIFE SELF- J\-12-14 x 1 LONG -LIFE SEIf-
oalu.ER w/WAsrLER [FAsrM p] \\\III/\,I GauER w/wAVIER [FASIEN 131MEAVEATIOM (6) PER PANEL NfER11EDIATE ATTADUM (3) PER PANEL
ISOMETRIC VIEW OF "PBR" PANEL ROOF
PW' PANEL
12 6'
YN 1
1SELF- DRLIJER
W/YUM [FASfM 13] 6)
PER PANEL iPo
MA TAPE SEALER 1/
4-14 x "' LONG -LIFE LAREK W/
WA51Q1 [FASfEHER j4] 0 12' O.C. TAPE
SEALER DETAIL '
A' r
r.r snow sort * ..
r / io HL4nVCFRSVISM
OCEN oplwiYd
Ftuiea 6424 r
STATE OF, O.....
A'
EN J
TYPICAL DETAILS OF PARAPET HIGH SIDE
WALL PANEL
12-14 x 1 LONC- FE SELF--
DWLER W/WASHER [FASTENER j3]
6) PER PANEL
1/4-14 x
MORIW/WASHFR[F }4]0 EACH
12-14 x I LONG -LEE SELF- —
DRLLER W/WA41fR [FASTENER j3]
6) PER PANEL
ISOMETRIC VIEW OF HIGH SIDE PARAPET
HIGH SDE RASliM
ANPE SEALERDnBOTOOM))
HSU CIA
PARAPET HIGH SIDE FLASHMC
1/4-14 x 7" LONG-LFE LAPiIX
W/WASFIER [FASIM 14] 0 EACH LIAIOR RIB
12
1_
OIJISDE CLOSURE—
I1' PANEL
PANEL
AlmX3/32FDT' TOY)
UPE SEALER
12-14 x I LONG -LIFE SELF -
DRILLER W/K90 [FASEM 131
6) PER PANEL
CROSS SECTION OF HIGH SIDE PARAPET
LRODIICLREIVISM
owu ft l nrtra OnFIaeW
Daft o it
Oe ra
r r..rr a sro
x MUM
r n• w o
iae wnr i sst:
ZLma >tix®r Ku
ma=wIn
M m
zwo.am
i awo Iw ME
muawlKm
m
1`111111111111I/I//
PK DETW/ii
GEAIyF ;F
64247
STATE OF .'tlQa
s70NAL ENG.``•
IIIInm tluull'F lris
I/4-14 Y 7
W/WASHER El
TYPICAL DETAILS OF HIGH SIDE EAVE
ISOMETRIC VIEW OF HIGH SIDE EAVE
7 8 LONG-LFE lAP1IX —
W/WA4ER FASIETEII 14]0 EACH MAW
12
1 YN. ONSIDE CLOSURE---_
PRR' PANEL)
12-14 x I LONG-IFE SELF- J
DRILLER W/WASiFR [FASIENER 13]
6) PER PANEL
3/32' TAPE SEALER
D EoTTOW)
CLOSURE
14 z 1 LONG-41FE SEIF-
10 W/WASHER (FASTENER j3]
PER PANEL
SDJLMM MM SIDE FAME
EAVE SW
CROSS SECTION OF HIGH SIDE EAVE
4 z 7/E LONG -LIFE LAPIEI(
HER [FASTENER 4] 0 12' O.C.
nwoucr rtawsm
sm y.,. wNrwFIm14
w"f
ors •/Q
all
S t
a ire w.esaa
ar rre wn / ws
DE
STATE OF
7-4-1y
1/4-14 x 7/a LONG-LFE LAPfEK—
N/NUSFER [FASTENER /4] 0 12' O.C.
12-14 x 1 1/4 SELF-DRRIER
2r [FASfE1TIQt #17A]
SDAPTLWO RAID:
ANGLE
1/1-14 x 7/a ONG-liE LAPfEK-
19/wAM [411LM p]
oUMK CLOSURE
BEGINNING ON MODULE
TYPICAL DETAILS OF RAKE
1/2' % 3/32' TAPE SEALER
1/2'
X /—'PM"
LEG
FINISHING OFF MODULE
neooucrREVOW
r o+lyie wi6 r FTo'id
Ampb..
Dift r W
at
r rrr w aro
a.re, rs/+r
DET
TYPICAL DETAILS OF PARAPET RAKE
PET RAKE TRY
1/4-14 . 7/a ION —LIFE 1APM(
W/WASTQ2 [FASTENER 14] 0 12. 0
1/2• x 3/32• TAPE SEALER
12-14 ti 1 1/4 SELF -DOLOR
W [SIPPORATTTD %17A]
BEGINNING ON MODULE z
r rrr. fates-u
TYPICAL DETAILS OF RIDGE
RAGE
12
PANEL
1/2' X 3/32' TAPE
CROSS SECTION OF RIDGE
x
ISOMETRIC VIEW OF RIDGE
12 -
11
12-14 t 1 LONGUE SELF—
DRilIIt W/WOO (FASTM 13)
6) PER PANEL
i
I
YI war W / IM
PlrooucrRwinm `.P.GENS
0,6 AeFLida
c STATE
I
K
VALLEY 7RD1
BIY PANEL
VALLEY PLATE
SMOAM VALLEY
NDED VN1EY
OF VALLEY
m M-
P DEl
PRODUCTRBVtRD
90; STATE
SELF-
36' MLLERxW/WA R (F/STM 13] 1(6) PER PANEL
4' 4' 4' 3/4'
1' MNEL TPo-BEAD TAPE SEALER
3 5/16'
LFE
36'
YI/WA41ER (F6ASIDIER I 0 12 O.C.
24' TYP. 12• TYP. (3) PLC'S
TAPE SEALER
Tw i• Tvo • Tw 1/2' IYP.
A
I PBR PANEL CROSS SECTION
CONFDDM FOR OFTIf]AL USE ONLY
PANEL PROPERTIES
PANEL PANEL YIELD TENSILE ELONGATION I HARDNESS I STEEL PAINT COATINGS
GAUGE THICKNESS I STRENGTH STRENGTH I COATING
24 .024 MIN. 50 KSI 1 55-70 KSI 20-367 1 50-65 HRB I AZ 55 SIG 300 KYNAR
22 .029 MIN. 50 KSI 55-70 KSI 20-367 1 50-65 HRB AZ 55 SIG 300 KYNAR
PANEL ACCESSORIES
CONSTRUCTION FASTENERS INC. GULF -SEAL SPECIALTIES, INC.
SPRING STREET AND VAN REED ROAD P.O. BOX 508
P.O. BOX 6326, WYOMISSING PA 19610 SOUTH HOUSTON, TX 77587
vz
rlvc SCALER ro-mA QRYtsfaUlYLD[-ImlEro
114 X 7/e• LAP TEK W/MRD SEAL WASHER
012 X I SDS W/EPDT WASHER
IL2 X I TEK 2 V/XDM SEAL WASHER
114 X 7/8• LAP TEN( V/EPDI WASHER
TAPE SMER 0-I4A MY1mUTnDE-tSWUP0
TIME SCALER ta-tM O0.Y®UfriDE-IMM
WG-7 INSIDE/OUTSIDE CLOSED CELL POYETHYLENE FOAM SCHNEE-MOREHEAD, INC.
I11 NORTH NURSERY ROAD
IRVING, TX 75060
PERMATHANE URETHANE CAULK
NOTES:
1. THE 22 GAGE OR 24 GAGE PBR PANELS SWILL BE USED FOR ROOF CONLSTRUCIION
ONLY. THE ACTUAL ROOF PROJECT S NI BE CONSTRUCTED US1NC THE SAME DETAILS
SHOWN ON THESE ORAWNCS INCI.UDNG:
A DUNS OF All PANEL MATERIAL CENRACTFASHCS AND SECTIONS WITH DOEIISIOHS
AND TH CHESS
B. ASSEIBLY DETAILS NCLUDINC ALL CON ECTDNS FASTENERS DIAGRAM WITH SIZE
AND LOCATION.
C. PANEL ItA10MUM SPAN AND PRTSSLIRE FOR THE FIELD PERNETERS AND CORIIERS
SHOWN.
2. THE MAXNUM ALLOWABLE SPANS AND PRESSURES FOR THE 24 GAGE STEEL FOR PANEL
ARE AS FOLLOWS:
UNUM PANELSSP N WJ3W Q
FEND ZONE 4'-0' 49.40
PfRRETFR ZONE • 2'-0' 147.00
CORNER ZONE • t'-0' 212.00
ONE (1)-I14 TE1( FASTENER PLACED ON ONE SIDE OF EACH RE (Le. 1-114 0
121
3. THE MATOMLW ALLOWABLE SPANS NO PRESSURES FOR THE 22 CAGE STEEL FOR PANEL
ARE AS FOLLOWS:
MAW N PANEL SPAN
HELD ZONE ' ' 4'-0' 53.00
PERSIE ER ZONE " 2'4' 169.00
CORNER ZONE " 1'4' 231L00
ONE (1)-114 TEK FASTENER RACED ON EACH SIDE OF EACH RIB (i.e. 2-j14 0
121
4. THIS SIRL CRNAL ROOF PANEL SYSTEM WAS BEEN DESIGNED N ACCORDANCE WITH 2010
FLORA BALM CODE (FBC). FOR USE WITH 2O10 FBC, THE DESIGN PRESSURES AS
DETERIIRED FROM SECTION 1620 AND ASCE 7-10 MUST BE MULTIPLIED BY 0.6.
PRODUCT REVEIM
wommoykawadommift
Bombs 096
A.r e.r.No 0 30.02
Mind
D.r Zo/ P
CMwl
r w.rr. s_fm+o
20 . as/lie
vma mRRR
O =O rt
vwr mm 0
rt_ rrua I o ra
Ewa T[ 0 ww u
amwawY m
IRLa w ILO ate. i m
roeQt
a avno wr rsm
Ialra w RR now w
v pnuunrnu/q'' Ntc DErK,
cACENS •..9°4
642'*
STATE
MIAMM
PRODUCT
COUNTY
ff6=1 a T CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 209
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miam6dsde.aov/economy
NCI Group, Inc.
14031 West Hardy
Houston, TX 77060
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: IR Panels" 22 ga. & 24 ga. Structural Galvalume Steel 1-1/4" x 36" Roof Panels
APPROVAL DOCUMENT: Drawing # R95, titled "PBR Panel Flashing Detail", sheets 100 through 110,
prepared by NCI Group, Inc., dated July 02, 2012, signed and sealed by Mark Detwiler, P.E., on July 02, 2012,
bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA # 11-0810.07 and consists of this page 1, evidence submitted pages E-1, E-2,
E-3 & E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
14/ A NOA No. 12-0730.02
IAM ...; , Expiration Date: 02/27/2019
12 JI 3 %20 / 2 Approval Date: 12/13/2012
Page 1
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 96-0529.03
A. DRAWINGS
1. Title: "R-Panel" Roof Panel
Number: R95, sheets 100 through 110
Signature: Terrence E. Wolfe, P.E.
Date: 05/23/96
Revision Date: 01/30/97
B. TESTS
1. Laboratory Farabaugh Engineering and testing, Inc.
Number T103-96, dated 01/18/96.
Type: Uniform static air pressure loading; per ASTM 1592 (22 ga R-
Panel)
Signature: Daniel G. Farabaugh, P.E.
2. Laboratory Farabaugh Engineering and testing, Inc.
Number T102-96, dated 01/11/96
Type: Uniform static air pressure loading, per ASTM 1592 (24 ga R-
Panel)
Signature: Daniel G. Fambaugh, P.E.
3. Laboratory Farabaugh Engineering and testing, Inc.
Number T104-96, dated 01/05/96
Type: Large missile impacts, per PA 201-94 (24 ga R-Panel)
Signature: Daniel G. Farabaugh, P.E.
4. Laboratory Farabaugh Engineering and testing, Inc.
Number T118-96, dated 04/26/96
Type: Susceptibility to leakage for class 1 metal roof panel, per "FM
4471-G" (24 ga R-Panel)
Signature: Daniel G. Farabaugh, P.E.
5. Laboratory: West Penn Testing Laboratories, Inc.
Number: WP-9048 (Report # 034), dated 01/31/96
Type: Tensile Strength (22 ga R-Panel)
Signature: Todd A. Ault
6. Laboratory: West Penn Testing Laboratories, Inc.
Number: WP-9048 (Report # 034), dated 01/31/96
Type: Tensile Strength (22 ga and 24 ga R-Panels)
Signature: Todd A. Ault
my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
E-1
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
7. Laboratory: Center For Applied Engineering, Inc.
Number: MTS No. 257558, dated 03/27/96
Type: Wind Driven Rain Test per PA 100-95 (24 ga R-Panels)
Signature: R. G. Miller, P.E.
C. CALCULATIONS
1. Title: 22 gage and 24 gage R-Panel
Signature: Terrence E. Wolfe, P.E.
Date: 05/23/96
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0823.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Letter requesting renewal of NOA No. 96-0529.03 and stating that the product has
not changed, dated August 12, 1999, signed by Brian N. Jaks.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-1016.04
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
E-2
I elm jA. Makar, P.E. M.S. y ,
Product Control Unit Supervisor
NOA No.12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
NCI Grouu, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0212.06
A. DRAWINGS
1. None.
B. TESTS
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform
Static Air Pressure Test on R-Panel 24 ga. X 36" wide, prepared by Farabaugh
Engineering and Testing Inc., Report No. T216-07, dated 0611512007, signed and
sealed by Patrick Farabaugh, P. E. and Daniel G. Farabaugh, P. E.
2. Test report on Uniform Static Air Pressure Test on PRB-Panel 22 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08A, B, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
3. Test report on Uniform Static Air Pressure Test on PRB-Panel 22 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08C, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
4. Test report on Uniform Static Air Pressure Test on PRB-Panel 24 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08D, E, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
5. Test report on Uniform Static Air Pressure Test on PRB-Panel 24 ga. X 36" wide,
per ASTM 1592-01, prepared by Force Engineering & Testing Inc., Report No. 07-
0004T-08F, dated 0112812008, signed and sealed by Terrence E. Wolfe, P. E.
6. Test procedure for wind and wind driven rain resistance of discontinuous roof
systems performance for R-Panel Steel Roof 36" wide x 24 ga. Per TAS 100-95, test
report # T351-07, dated 12120107, signed and sealed by Daniel G. Farabaugh, P. E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Offlce.
E. MATERIAL CERTIFICATIONS
1. Tensile Test foe 22 ga. From test # 07-0004T-08A, B.
2. Tensile Test foe 24 ga. From test # 07-0004T-08A, A
H my A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No.12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13R012
E-3
NCI Group, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0810.07
A. DRAWINGS
1. Drawing with no number, titled "PBR Panel Flashing Detail ", sheets 1 through 11,
prepared by NCI Group, Inc., dated July 27, 2011, signed and sealed by Mark
Detwiler, P.E., on July 27, 2011.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Permitting, Environment, and Regulatory
Affairs.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1. Bill of Sale, assignment and Assumption Agreement.
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing # R95, titled "PBR Panel Flashing Detail", sheets 100 through 110,
prepared by NCI Group, Inc., dated July 02, 2012, signed and sealed by Mark
Detwiler, P.E., on July 02, 2012.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
affimy A. Makar, P.E., M.S.
Product Control Unit Supervisor
NOA No. 12-0730.02
Expiration Date: 02/27/2018
Approval Date: 12/13/2012
E-4
TYPICAL DETAILS OF EAVE TRIM
1/4-14 : 7/6 LONG -LIFE IAPTIX
W/NGlSI1Qt [FASTENER j4]
TAPE SEALER
DETAIL 'A'
1/2' X 3/32' TAPE SE41
SEAL TO TAPE SEALER AT
1/2' z 3/32'
VEIi' PANEL TAPE SEALER
12 14DRl1FRxlLONG-E SELF- WASNERL [
F
WASTENER
131SOWATTAC MENT (
6) PER PANEL
SEE DETAIL A)
2 X 3/
32' TAPE OP AND BOTTOM)
INSIDE CLOSL EAVE
TRW OUTSIDE
CLOSURE' 1/
4-14 :
7/E LONG -LIFE LAPTEX - w/WASI#R (
FASTENER %4)0 12- O.C. PANEL 12 1F -
MIN
12-
14 z
1 LONG -LIFE SELF- ORIIM w/WASIV [
FASTENER +3] 6) PER PANEL
L1/6 x
3/I6 POP RIVET FASTEIER 114] 0
5 -0'
O.C. LAVE STRUT WALL
PANEL J
4) CROSS SECTION
OF
EAVE TRIM NAPE SEALER POP
RNEf aos11RE
EAVE SIRUP
P,/,./
16 POP RIVET FASTENER j14] O
12' O.
C. FAVE TRY ISOMETRIC
VIEW OF
EAVE TRIM mobucrRBVUM Ysmoplyft VIA
dFlRi"
mow. t-o73o.
02 w /l b
4 tl4
ar wxm ou
xr wmr
x wv o.w
a c-'arravam. a
xm a
vaw'io 1°
inai.o.cr
it o' ,amp
m mm .x ®. auuuu
u
p
i q* STATE OF ?
end
r'I ! TYPICAL DETAILS OF EAVE WITH GUTTER
TAPE s ' 2 Ho/3oUr SFJ
DETAIL "A'
1/2' X 3/32' !APE SFi1lER INSIDE CLOSURE -
SEAL TO TAPE SFALFR AT
INSIDE CLOSURE -
10-16 x 1 PANCAKE HEAD —
SELF -DRILLER [FASTENER #12]
0 5'-0' O.C.
TAPE SEALER—/
EAVE STRUT
SIR
x 3/32' SEP O.C.
1/E x 3/16 POP RIVET12-14 x 1 LONG -LIFE SELF- FASTE E(R'1u]
DRILLER N/MUSNER [FASTENER 131 (2) PER STRAP
6) PER PANEL
ISOMETRIC VIEW OF EAVE WITH GUTTER
M* PANEL
12
IF _MIN.
EAVE GUM
i 1 10-16 x 1 PANCAKE FIEAD
11L
SF1F-DRd.lER
4 [
FAS fNER +12]
0 5'-0• o.c.
I 12 tx t LANG-UFE SF1E-
SIRAP
DRILLER N/YUSFIER [FASTENER #31
O.C. (
6) PER PANEL
oL1TSRDE CLOSURE
EAVE SrM
WALL PANEL
CROSS SECTION OF EAVE WITH GUTTER
PRODUCT 1tlVISm
wxc=oyi' rNrtYe Flscda
odldftcoh
1p
a
sy
a w.rr. fo-eeso
msxm Om i r
rex w xo o s rsi
W_ -rarrw" wxo s.varamn
nr Ylr:Q
was sr. r wo w c
s*u ssf
wus w xa sxr, xx:
samws's
ra RW Q N xKaatoVuTTORraaw [ aom • CEN • '
STATE
ss
ONAL`E`
1/
w/
1/2.
TYPICAL DETAILS OF HIP
4 x 7 a LONG-LffE tAP1EK
HER [ASR?ER ,4]• EACH HApR RIB
2
AND/B2i O1Q
SEALER -HP RIASHNG \
BEVVElEED OlJfS E CLOSURE
CLOSURE
SEALER
HP
10-16 x I PANCAKE HEAD
SELF -DRILLER [FASIFNER #121
2) PER CONN
12-14 x 1 LONG-LFE SELF -
MILLER w/WASHER [FASTENER 13]
6) PER PANEL
e
CROSS SECTION OF HIP
z=*
f-rlfr7
PPK DETk
WiplwbCEIy''
ct 2-o 3 .aL 14 mrf DW •/t
WOW -card ?I9 vSTATE OFO
A
ISOMETRIC VIEW OF HIP %s`siotiu ENT
r
TYPICAL DETAILS OF PANEL LAPS
12 6•
YP1.11
12-14 a I LONG -LIFE SELF-
DFULFR W/WASHER [FASTENER 13]
HIGH SIDE ATIACHWENT (6) PER PANEL
12-14 : I LONG -LIFE SELF- J
DRILLER W/WA9ER FASTENER j3]
FAVE ATTOMW (6) PER PANEL
ISOMETRIC VIEW OF "PBR" PANEL ROOF
TBR' PANEL
12-14 : 1 LONG-LFE SELF-
DRILIFR W/INASHER [FASTM 13]
NTFRIEDIAIE ATACHYENf (3) PER PANEL
Im,
12-14 : 1 LONG -LIFE SF1F-
DOM W/WAM [FASTM 13)
6) PER PANEL
TM -BEAD TAPE SEALER
7/6 LONG -LIFE IAPTIX
W/WASHER [FASTENER %4]0 1Y O.C.
V
TAPE SEALER
DETAIL 'A'A'
FRODUUMMM
wabl F7wA+
bebftcbbI,y,I2 073.02.
sWYpo DdW7ipie r
r.rn is-e sa snr
rrr. we / w DE
STATE
OF,
WALL
12-14 x 1 LONG -RIFE SELF--
BRIIFR W/WASHER [FASTENER 13]
6) PER PANEL
I/4-14 x 7/E LONG -LIFE LAPIEK
W/WASHER [FASTENER J41 0 EACH NA IOR PoB
12-14 x 1 LONG -LE SELF- --
MILLER WARM [FASTENER J3]
6) PER PANEL _
m
Pffi' PANEL
TYPICAL DETAILS OF PARAPET HIGH SIDE
Oursa CLOSURE-/
ISOMETRIC VIEW OF HIGH SIDE PARAPET
HIGH SDE FIASHM
r- OFRT
ram AIRD/8720TTT0 SEALER
INSIDE CLOSURE WALL PANEL
PARAPET HICK SIDE I'MA IG
1/4-14 x 7" LONG -RIFE LAPTV
W/IFASHER [FASTENER 14] • EACH W" PoB
12
11 Ink- j
ONSIDE CLOSURE SEATER jWOPAND/3BOTTON)
d
Gp
12-14 x I LONG -LIFE SELF-
OFia1ER W/WASFER [FASTENER 131 r
6) PER PANEL
sVet' PANEL
PURL! 6
CROSS SECTION OF HIGH SIDE PARAPET
rr r r +`•sso
xr rrr. xe / w
Ts ISQ[ \Q M 1
t xn xa r• x ar
1i1Q _ 0I
NwDtICrRIlV6Ep `erP'VCENS'F
t bly iv rFUriia 64247 .
AxMwo -o
ur •
STATE OF.
F • ., 0RI0;
MA;
It
TYPICAL DETAILS OF HIGH SIDE EAVE
ISOMETRIC VIEW OF HIGH SIDE EAVE
1/4-14 : 7 E LONC-LIFE LAPIEK -
N/WA9iR FASTENER 4]0 Fi CH WIOR
12
1 F VN OUTSIDE CLOSURE---__
PM* PANELJ
12-14 x 1 LONG -LIFE SELF- J
DRIlER W/WASLER [FASTENER 13]
6) PER PANEL
EAVE STRUT
X 3/3YTTTAPESEALER A1DBOOM) BOTTOM)
SEALER
CROSS
SECTION OF HIGH SIDE EAVE CLOSURE
14
x 1 LONG -LIFE SELF- LER
W/WASLER [FASTENER %3] PER
PANEL HIGH
SIDE SAVE 14
x 7/l! LONG-UFE LAPIS( SIER [
FASTEQt A 0 12' O.C. PRODUCT
REVIlMD w
waplyft w16b F7af Vmmumm
ob Mwpr,.
lNo 2-0 o.oZ. da1>ro 0/6 ti
r
r.r woo 01at•
i 1Gi nmx AL Y w
xror ann wx
snag Q ra rs 7al
owv Kan siosm
Dwanno m
ff sna=mio r.aema rr
K
arse
i
avan M anm owaQaIKoaw
axa
x
1D ETW /Z i i8
7 STATE
OF T <
ORIOQ iirs
ONAL IENO p 7
2+Y
1/4-14 x 7/8 LONG—LJfE LAPTER—
W/NUSLER [FASIETr7t j4]0 12' O.C.
12-14 x 1 1/4 SELF —DRILLER
WWAS 0 [FASLENER 117A]
PER SUPPORT
SCUlP1URE0 RAID:
ANGLE
1/4-14 x 7/8 LONG —LIFE LAPTEK—
W/WASFER [FASL IER j4]0 12' O.C.
WISDE CLOSURE
BEGINNING ON MODULE
TYPICAL DETAILS OF RAKE
x 3/32' TAPE SEALER
X /— PBR' I
KG
FINISHING OFF MODULE
PRODUCT REVLS®
r gl,le{ vim fie Fkd"
b - i o. oL
o.DM /p
a Qmre
r rrr. nano
PK oE:rP:
v %pEM,
84 4 i
a
TYPICAL DETAILS OF PARAPET RAKE
K
a
BEGINNING ON MODULE
r wrr xyes
a.r r.r.: a / +u
DE
RID
v
TYPICAL DETAILS OF RIDGE
RM CP
12
1—
ISOMETRIC VIEW OF RIDGE
P"N
1/2' X 3/32' TAPE
CROSS SECTION OF RIDGE
12 12-14 z 1 LONG -LSE SE1F-
MIN. 1 DRILLER W/WASFER [FAS9FTER j3]
6) PER PANEL
r w.r.: xesa
PQ, GEN . nLaoucrlLevls® a ; •. ALry.Irw ww
ar
I
STATE
O .. Pi -.1
WSW cwm
VALIEY iRU/
PBfY PANEL
VAUEY MTE
STM VM1fYVA ay
OF VALLEY]
r rrr. wsra
a.r rr. se / r
lRODUCTRBVUW41424Qr.• ,EN
r plyY wNRrRuW `
i
a 9; STATE
3/4'
3 5/1 1 3f6'
24' TYP. 12' TYP. (3) PLC'S
1' IMP. 4' IYP. 4' TYP. 1/2' TYP.
Fj 3/4'
PBR PANEL CROSS SECTION
CONFIDENTIAL FUR OFFIML USE ONLY
PANEL PROPERTIES
PANEL PANEL YIELD TENSILE ELONGATION I HARDNESS I STEEL PAINT COATINGS
CIALIGE THICKNESS I STRENGTH STRENGTH I COATING
24 .024 MIN. 50 KSI 55-70 KSI
22 029 MIN. 50 KSI 55-70 KSI
PANEL
CONSTRUCTION FASTENERS INC.
SPRING STREET AND VAN REED ROAD
P.O. BOX 6326, WYOMISSING PA 19610
014 X Mr LAP TEK V/3W SEAL VAAER
12 X I SOS V/EPD H WASHER
812 X I TEK 2 V/pID SEAL WASHER
814 X 71W LAP TEK V/EPDN WASHER
20-36% 50-65 HRB AZ 55 SIG 300 KYNAR
20-36X 50-65 HRB AZ 55 SIG 300 KYNAR
ACCESSORIES
GULF -SEAL SPECIALTIES, INC.
P.O. BOX 508
SOUTH HOUSTON, TX 77587
vz®
TAPE SEATER M-1(11 OR175011TrirK-19lLENE)
THE SEALER KKFi4A 03ni0U1riDE-HSMM
TAPE SEALER Ku -AA V LTISOWTYLETE-I SPLM
SCHNEE-MOREHEAD, INC.
111 NORTH NURSERY ROAD
IRVING, TX 75060
PERMATHAN E URETHANE CAULK
a
12-14 : 1 LONG -LIFE SELF- e
OEM W/WASFER [FASTENER j3] J;
6) PER PANEL
jjpBR' PANEL TT6-SAD TAPE SEALER
1/4-14 >< 7 6 LOPIG-IJFE IAPfFK
W/WASHER [ ASIONOT j4] 0 12' O.C.
TAPE SEALQH
NOTES:
1. THE 22 GAGE OR 24 CAM PBR PANELS SHALL BE USED FOR ROOF CONSTRUCTION
ONLY THE ACTUAL ROOF PROJECT SHHL BE CONSIRUCIm USING THE SW DETAILS
SHOWN ON THESE DRAWINGS INCLUDING:
A DETAILS OF ALL PANEL VATERIAL CHARACTERISTICS AND SECTIONS WITH DOENSIONS
AND TH004ESS
EL ASSEIBLY DERAILS INCLUDING ALL COWCTIONS FASTENERS DIAGRAM WITH SIZE
AND FIXATION.
dpC. PANEL MAIOMW SPAN AND PRESSURE FOR THE: FIELD PERIIETERS AND CORNERS
SHHOWN. yy
2. THE MAXIMAL/ AVOWABLE SPANS AND PRESSURES FOR THE 24 GAGE STEEL FOR PANEL
ARE AS FOLLOWS:
c '
MAXIMUM PANEL SPAN WMN PRESSURE(pf]
FIELD ZONE 4'4' 49.40 G
PERNEU ZONE • 2--0' 141.00
CORNER ZONE • 1.-T 212.00
1)-114 TEK FASTENER PLACED ON ONE SIDE OF EACH RB (Le. 1-114 0
121
3. THE MA MUM ALLOWABLE SPANS AND PRESSURES FOR THE 22 GAGE SILEIL FOR PANEL
I0.6, .OTa 30 r.111AREASFOLLOWS:
SPAN OW JI
r •,.r a aso
MAIHNUM PANEL MOMlml]
FEND ZONE • • 4'-0' 53.00
PERIIEFER ZONE " 2'4' 169.00 we / KN
CORNER ZONE " I'-0' 23&00
ONE (1)-114 TEX FASTENER PLACED ON EACH SIDE OF EACH RIB (ie. 2-114 0 r IFmm=0Kacroao• a MKo
12) m7'iarNW"LmOW i i
Kra K I.K KK
4. THS STRUCTURAL ROOF PANEL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WDH 2O10
mK m uuo r i
ram" w
FLORIDA MUM CODE (FBC). FOR USE MATH 2O10 FiiC THE DESIGN PRESSURES AS Ka.mrwow
r sac K= mI m
DETERIMLD FROM SECTION 1620 AND ASCE 7-10 MUST BE MULTIPLIED BY 0.6. rimmomKaw
uwmmrK®r
L,.PPK D E I
PROMI-rRsvE M
OalfriCoft
W[ati
64
A0apK0.Wo1k0 30.OZ
rm--o 0-vAl".
LSTATE