HomeMy WebLinkAboutNOARECEIVED
JAN 3 0 Z018
ST, Lucie County,
DEPART51ENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Maxim Industries, Ire.
1630 Terre Colony Court
Dallas, TX 75212
SCOPE:
This NOA is being issued under the applicable riles ari�
materials. The documentation submitted has been revieI,
Product Control Section to be used in Miami Dade Co%
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date sti
Section (In Miami Dade County) and/or the AHJ (in ai
to have this product or material tested for quality as!
perform in the accepted manner, the manufacturer wil
immediately revoke, modify, or suspend the use of sui
reserves the right to revoke this acceptance, if it is
Section that this product or material fails to meet the re(
This product is approved as described herein, and has b,
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model DCM Curb Mount & DSF
APPROVAL DOCUMENT: Drawing No. MAX0002
prepared by Maxim Industries, Inc, sheets 1 through 5 c
02/26/2014, signed and sealed by Robert J. Amoruso, P
revision stamp with the Notice of Acceptance number a
Product Control Section.
MISSILE IMPACT RATING: Large and Small M:
LABELING: Each unit shall bear a permanent label w
model/series and following statement: "Miami -Dade Cc
noted herein.
:u I. LUUIC UUUN 1 r
'BUILDING DIVISI
' Ed�Ffl��"dice
$� GC) d ,
I1n1VIE`WED I3`(
pLF:NS AND P FiMIT
r-j1US1' DE KEPT ON JOB OR
P1�? I;�';".1':�'t';TIC?�•�1A14�I-DA;D��EIOkJNT
___.-___--n_PRODUGT CONTROL" SEC-TIDN'
11805 SW 26 Street, Room 208
(RER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
wmv.miamidade.eov/economy
regulations governing the use of construction
ed and accepted by Miami -Dade County RER-
Ity and other areas where allowed by the Authority
led below. The Miami -Dade County Product Control
as other than Miami Dade County) reserve the right
trance purposes. If this product or material fails to
incur the expense of such testing and the AHJ may
i product or material within their jurisdiction. RER
Acrmined by Miami -Dade County Product Control
drements of the applicable building code.
m designed to comply with the Florida Building
Aluminum Skylights
titled "Curb Mounted and Self Flashing Skylights",
5, dated 12/03/2013, with revision A dated
?., bearing the Miami -Dade County Product Control
d expiration date by the Miami -Dade County
Impact Resistant
the manufacturer's name or logo, city, state,
y Product Control Approved", unless otherwise
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 NOA # 13-12Y7.24 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned'above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
P� THESE AN5 f',ND 11�,1, N 10 '0" `0
NOA No.14-0318.01
MfAMI•DADECOUtVTY Q� �lJc l� (;1' 1'° ;f'.I" (- ti;=i i:: I I�.%I,'h Expiration Date: February 20, 2019
pip, Date: May 1 2014
�ryA
� ,(,�✓n�+, �,, :� }�'y [Ali Cf�N�S
11DE IN�::yi���Titil (fit Ti I ,I
r t �. �p Ci1r,i�'�'r' 1'JI'�►'I ALL
ARE THE RESPONSISILP OF THE
C0iN7LAC T 102 OF REC0R)r
Maxim Industries, Inc.
CE:
A. DRAWINGS
1. Drawing No. MAX0003, titled "Curb Mounted and Self FIashing Skylights", prepared by
Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision A dated
02/26/2014, signed and sealed by Robert, J. Amoruso, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, pi
2) Uniform Static Air Pr
3) Water Resistance Tesi
4) Large Missile Impact
5) Cyclic Wind Pressure
along with marked -up drawings and instf
Glazed Unit Skylights, prepared by Arch
801-18, dated 10102/2013, and revision 1
Abraham, P.E.
"Submitted under NOA # 13-1217.24"
2. Test reports on 1) Air Infiltration Test, pe
2) Uniform Static Air Pri
3) Water Resistance Test
4) Large Missile Impact
5) Cyclic Wind Pressure
along with marked -up drawings and insta
Glazed Unit Skylights, prepared by Archi
801-18, dated 10/02/2013, signed and sea
FBC, TAS 202-94
;sure Test, Loading per FBC TAS 202-94
per FBC, TAS 202-94
'est per FBC, TAS 201-94
,oading per FBC, TAS 203-94
lation of Self Flashing and Curb Mount Plastic
ectural Testing, Inc., Test Report No. D1032.01-
lated 02/24/2014, signed and sealed by Vinrr J.
FBC, TAS 202-94
sure Test, Loading per FBC TAS 202-94
per FBC, TAS 202-94
hest per FBC, TAS 201-94
oading per FBC, TAS 203-94
atiorr of Self Flashing and Curb Mount Plastic
�ctural Testing, Inc, Test Report No. D1032.01-
:�d by Vinu J. Abraham, P.E.
C. CALCULATIONS "Submitted under NOA # 13-1217.24"
1. . Anchor calculations for substrate installation prepared by PTC. Product Design Group, LLC,
dated 12/03/2013, signed and sealed by Rob lert J. Amoruso, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of acceptance No.12-0605.05 issued to Bayer MaterialScience LLC (MA), for their
Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017.
2. Notice of acceptance No.12-0110.04 issued to Palrarn Americas, Inc, for their Corrugated and
Flat Polycarbonate Panels, approved on 02/23/2012 and expiring on 01/22/2016.
F. STATEMENTS "Submitted under NOA # 13-1217.24"
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC
Product Design Group, LLC, dated 12/11/2013, signed and sealed by R Bert J. Amoruso, P.E.
/ Carlos . Utrera, P.E.
Product Control Examiner
NOA No. 14-0318.01
Expiration Date: February 20, 2019
Approval Date: May 1, 2014
E -1
MGM IND1
CURB MOUNT & SELF
INSTALLATIONAP
GENERAL NOTES:,
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE QTVHZ) OF THE 2010
FLORIDA BUILDING CODE (FBC} THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND
SEALED TEST REPORT AFT DI032.01-801-18 AND ASSOCIATED LABORATORY DRAWINGS.
2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3. IN AREAS WHERE WIND-00RNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT
PROTECTIVE SYSTEM IS NOT REQUIRED.
4. MATERIALS:
4.1. SKYLIGHT FRAME MATERIAL: 8087-T5 EXTRUDED ALUMINUM
4.2. SKYLIGHTINNERAND OUTER DOME MATERIAL• SAYER MATERMLLSCIFNCE MAKROLON POLYCARBONATE
(FICA 12-0605.05) OR PALRAM AMERICAS POLYCARBONATE (NOA 12-0110.04)
S. DESIGNATION'0' STANDS FOR THE A FIXED PANEL
6. IN ACCORDANCE WITH THE 2010 FOG, SECTION 2411.3.33, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE
TREATED OR SI IALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 23282.
7. IN ACCORDANCE WITH THE 2010 FBC, SECTION 2003.8.4. DISSIMILAR METALS INCLUDING FASTENERS THAT
MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SMALL HAVE BEEN PROTECTED AS
DEFINED IN SECTION 2003.8.4.2.
TABLECFCONTENTS
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
DO4 CURB MOUNT - ELEVATION
3
DCM CURB MOUNT -SECTIONS
4
DSF SELFFLASHING- ELEVATION
6
DSF SELF-FLASH]NG-SECTIONS
DESIGN PRESSURE RATING(PSF) IMPACT RATING
-40.0.75.0 LARGG and SMALL
MISSILE IMPACT
S, INC.
ING SXYLIGHTS
DETAILS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION DETAILED.
2. THE MINIMUM NUMBER OF INSTALLATION ANCIIORS ARE BASED ON THE FOLLOWING
2.1. AS REQUIRED ON SHEET 3(CURB MOUNT)ANO SHEET 5(SELF-FLASHING) BASED ON CORNER ENO DISTANCE
AND ON CENTER SPACING.
22. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYUGHTARE REQUIRED BASED ON
SKYLIGHT SIZES SMALLER
TESTED AND SHOWN ON SHEETS 2 AND 4.
3. FOR INSTALLATION OF SELF,ACME E 318 SKYLIGHT ONTO WOOD ROOF DECK, USE 012 WOOD SCREWS OF
SUFFICIENT IENOTH TO ACHIEVE 13/B INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/81NCH.
4. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE 012 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE I WIT INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCH.
5. FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK, USE 12D (0.148' MIN. SHANK
DIAMETER) BOX OR COMMON NAILS OR 08 WOCD SCREWS OF SUFFICIENTLENGTH TO ACHIEVE 21/8INCH MINIMUM
EMBEDMENT. MINIMUM EDGE DISTANCE IS 5/10INCH.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER AND SIDING.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITI I
MINIMUM SPECIFIC GRAVITY OF 0.55.
8. TOE -NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 6 ABOVE) SHALL MEET THE
FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION.
ST. LENGTH(L)AS REOURED;TO MEET P. Le AND L. REQUIREMENTS.
82. MIN. EMBEDMENT (P) IS 2.13- FOR BOX NAILS AND 1.60- FOR COMMON NAILS WITH 0.148-DIAMETER
83. MIN. LA IS I.3Y FOR BOX NAILS AND I.O'
FOR COMMON NAILS WITH 0.14W SHANK DIAMETER.
8.4. MIN. Lm IS 2.1 Y FOR BOX NAILS AND I.B'
FOR COMMON NAILS WITH D.148- SHANK DIAMETER.
30'
t -y
�w�llbevMMEFTodda
ByONy 4b
A4ap®e4Tb O)
FXP_I,,�p��7�y���•� 9
Hbnt ea Ca�ucl
Ro6ad A—.P.E
mdd.—Ift 42E2
No
DCM CURB MOUNT - ELEVATION
DESIGN PRESSURE _ +40psf / -75psf
s
Corner Detail
I' $
(see Detail A3 & #4)
w
K ig
"
-- Top Frame Fastener
j(see e Rom ll5)
Top Frame Fastener
#10X 33r
h
y I�
(see BOM #6)
ytj
CC
J)�_
On
p
7Frame Detail
(see Oetall A! & A3)
xxa ,
'— Angle Detail
DL Opening = 92.5"L
(see Detail Al & A4)
fug
iU
o r Ep
R
o a b8
¢ FFFS �fi3
Glazing Do-
x td
(see Detail A I & 12)
0
,Eli
m
L� Frame�eE
Width = 97.5"
Notes:
1. This skylight Is designed to comply with all wind zones, including the HVHZ, of the Florida
Bill of Materials: i
1. 6063-TS Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part 44950
2. 6063-TS Extruded Aluminum Angle mitered and four
i
t'lsa6Ucrrvvts�
�wY4 W Flu{y
Building Code.
welded at corners. Manufacturer: AFCO Part #4843
3. Dow Corning 795 Sillcene Building Sealant located between aluminum angle & glazing (glass bite)
eempr. No Ai
D"`�19
2. This skylight meets small & large Millie Impact resistance (TAS-201/rAS-203)
4. 0.125" UV Enhanced polycarbonate domes. Rise varies but is not less than 10 % of the smaller
M
and no other protection Is required,
dimension of the length or width. Test specimen = 30" outer dome & T' Inner dome,
n"aRtcyroot
3. All framing and roof deck is by others and must comply with the Florida Building Code.
Manufacturer: Bayer MaterialSdence LLC (MA) or PalRam Amedcas
4. All sizes equal to or less than the test size total square footage are to be accepted
S. # 12 x 1" Stainless Steel Tapping Screw with neoprene gasket Fasteners located 12" from each corner,
under this NOA.
maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight.
S. Fasteners used attach skylight wood curb are to minimum #12 stainless
6. # 10 X 0.375" Stainless Steel fasteners 4" from each comer, maximum 12' on center.
co
rwea" r.e na W.
steel wood strews with minimumm embedment of 1.375"
7, Schnee-Morelhead SM5127 0.6250" X 0.125' Sealant to e
p
orr,4i
i
•a••••pMEB
,NSA"•'PGN'2
I
� Q•t No �D �:O
q�bB,�NA'r
EN••••
DCM CURB MOUNT - SECTIONS DESIGN PRESSURE = +40psf / -75psf
Detail #1:
Frame, Angle & Glazing Section Detail
0.125' W Enhanced Poryearbonate Domes. Rise. -
but k clot lessthan 10%0l the smaller dimenslon of the
length or width. Test specimen a IT Outer & 7' Inner.
Dow Corning 795 Smcorre Sealant between raWning
angle and top dome. Glazing bite - 1.75'
Schnee Morehead SM 5127 sealant tape. 0.62S'
width applied mntnueusly around the perimeter
of the done set.
.060' Exwded Aluminum Shape
Sealant to be minimum 0.I25' Oil bead to create constant
seal between extruded frame and imp of curb. (by others
or Included by Maelm as per note below)
Curb Buck Extertor Flnishing (by others)
Otrb Buck: See to Note Below/
* MlNmum dBtanm a 4' from atuminum frame to
cool sudam for shingles or BUR without Insulation.
012 x 1' Stainless SIMI Tapping Saew with aeopreme gasket.
FasteoeO lmared 12-from each comer, meetmum 12' on an
Minimum an, Ware, per aide and fow fattener perakylight
1.75- X 1.75-X.060" Extruded Aluminum, R.W iog Angle
010 X 0.375-stainless steel Rate— 4- from each
comer maximum 12' an center,
Minimum Stainless Steel #12 PH or HH Wood Saewwlth mlNmum 137Y
embedment and 0.875' Edge Distance, 3' from each comer & 6undinlm B' on
comer. Pro-pundled 1/8" holes by Minim for fasteners (by others or optional
accessery)(See Installation Notes on Sheet 1.)
Minimum 12D (0,14W Shank Din.) Common Nall or 96 Stainless Sted Wood
Screw 6' O.C. with Minimum Embeddment of 2.13' and 0.5625 Edge Distance,
(by others or optional eoessory)(See Imtagaton Not. on Shah 1.)
Roof desk. (by others)
For Insulation and roof toe add Insulation or roof We
et Roddeck and framing by others. All
thkkruss to 4 rrJ a um height
roof details shall comply with the Flodda
Building Code
4c* Curb buck- Naninel Sarthem Yellow Pine
2 X 6 minimum with sky lght set on buck with minimum
I/W tellbead of building sealant. Irutallatlon fasteners are
Stalatess Simi e12 PH or HH Wood Screw with minbnum
1.775' embedment and 0275' Edge DlstmNe located 3'
from each Corner and maximum lT on cenbr. This orb
buck In an optional component Included th the NOR
i
McMdng of the cab buck must be per the Florida
Building Cade. Sea Installation Noon on Shect 1.
Detail #2
i
Glazing Detail
i
0.125" UV Enhanced Polycarbonate Dome. Rlse varies
but Is not less than 10% of the smaller dimension of �
the length or width. Test Specimen - 30".
Schnee Morehead SM 5127 salard tape. D.625'
width applied continuously around the perimeter
of the dome sec
0.125" UV Enhanced Polycarbonate Dome. Rise varies
but Is not less than SO % of the smaller dimension of
the ength or width. Test Specimen - 7".
Detail #3
Aluminum Shape Weld Detail
AFCO Part #AF-4950
aL
nunlmam
.h
15" weep hole
lain lip
hr@he- leactamer.
no "V" weld xcmpmable.
IAmtlon orhellam TIG weld.
Detail #4
Aluminum Angle Corner Weld Detail
AFCO Part #AF-4843
Loran.. ofhellam TIG weld.
pp
800
U � rop
PRODUCTREYLSFD
B .;eHt Plates
Attapmaaa� i,s29
E�
Mieml FsudukeMwW
Rotora.Mmuto.PX
elckUSP.ENo.4m61
d �OtoR1� CEN
3F EPS
GQ:(( NO 41176 %0
*:bb 11 :*
? O5 STATE OF 't"EU
•���lo A.0 O R .01;
��e�sS�ONA� 4Ea6�,
DSF
SELF -FLASHING - ELEVATION DESIGN PRESSURE _ +40psf
/ -75psf
Corner Detail
(see Detail #3 & #4)
U
W
— -- Top Frame"
O
a
#12 x 1.5"
(see BOM RS)
/
Top frame Fastener
16 /
41ox%.,
(see BOM #6)
urn
I
o I /
/
Frame Detail
(see
( Detail #1 & #3)
z=
1
cozoa
w
/
Angle Detail
(see Detail #1 & R4)
DL Opening = 92.5"
'o
?
no
-- Glazing Detal
(see Detail #1 & #2)
�
o
�a
�o
I
Frame
�
Width = 97.5" i
Notes:
1. This skylight Is designed to comply with all wind zones, Including the HVHZ, of the Florida
Building Code.
Bill of Materials:
1. 6063-TS Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part #4951
2. 6063-TS Extruded Aluminum Angle mitered and welded at four corners. Manufacturer: AFCO Part #4843
I
y
P"It
exnotK r9f.WSW
,„opzy„rym, nay
2. This skylight meets small &large missle Impact resistance (TAS-201/TAS-203)
3, Dow Corning 795 Sllicone Building Sealant located between aluminum angle & glazing (glass bite )
4. 0.125" UV Enhanced polycarbonate domes. Rise varies but is not less than 10 %of the
��rwar
�
and no other protection is required.
3. All framing and roof deck Is by others and must comply with the Florida Building Code.
smaller
dimension of the length or width. Test specimen = 10" outer dome & 7" Inner dame.
malrrbo
er
4. All sizes equal to or Tess than the test size total square footage are to be accepted
Manufacturer: Bayer MaterlalSclence LLC (MA) or PalRam Americas
PET
under this
5. # 12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each corner,
maximum 12" on center. Minimum one fastener four fasteners
'
d to
5. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless
per side and minimum per skylight
6. #10 X 0.375" Stainless Steel fasteners 4" from each comer, maximum 12" on center.
va+m rarer aaraz
steel wood screws with minimum embedment of 1.375" 7. Schnee,Morehead SM5127 0.6250" X 0.125" Sealant tape.
„ppuu4zrrr
,ps:,� 1PMFS q,,
O �4
y10EN•q"�
• No 4g,/7521 :O
'
�pG •. T-S AT6 `pFl�.•4r�:
a
I
DSF SELF -FLASHING - SECTIONS DESIGN (PRESSURE = +40psf / -75psf m
Detail #1: w
Frame, Angle & Glazing Section Detail o a
q12 x I"Slainleas Steel Topping Sere hh neopreno gasket. Pestenem located 12• fiom Detail #3 a
0.125"WEnthan 1hanced Poofthe wager te Dom
Rlse oaths eachaomer,m,,imuml2•a,,"o,r.Minimmn one f lenerperblde end four[alrncrs per Aluminum Shape Weld Detail
butisnot less Man10%eithe sma0" outer
of the skylight.
length or width. Test Specimen = 10" oalm D 7• Inner. AFCO Part #4951
Dow horning 795 Slllmna Sealant between retaining 1.75" X 1.75" X.060" FxwdedAluminum RetnWiag Angle
angle and top done. Glazing bile = 1.75• — Q
Stllnee Morehead SM 5127 sealant tape. 0.625" L
width applied continously around Me perimeter of Me dome set. 410 X0.375"sl.W-st.1 to ter,. 4"from eachhfa Idn nphetght- tome,, maximum l2"on ctrucc no V" weld acceptable.
.060" Rxwdd Aluminum Shape6" Staples, Steel Minimum #11 PH or HH Wood Screw wIM 11 Nmum 1,171"embedmentan00.875'EdBeDistarKe,3"fromeachcomer&maxmum8°onrenter. Prnpunched 1f8' hdes try Maxim for fasteners (See lnstellation Noes on Lcadon of htltare TIG weld.� � u
Sheet IJ 10, U
* Minimum distance = 4' from aluminum frame to y wro Q o I
roof surface far shingles or OUR wlMout Insulation. WW -a1
For Insulation and root toe add emdatlon or roof the o
Ihlrkn es to 46 minimum height
Roofdedc.l others) g 0o U
•• Raodeckand framing byothers. All U B
roof details shall comply with Me flodda
8ulldin9 Coda
t
15Fn
�ib4 vhhNe Florida
Detail #2 Detail #4 haw' d
Glazing Detail Aluminum Angle Corner Weld Detail 5
AFCO Part #4843 Rr
Min c vml
0.125" UV Enhanced Potyfarbonate Dome. Rlse varies I r
but Is not less than So% of the smaller dimension of the
length or width. Test Specimen = 10°. I Roaan J.Amwaaq P.E.
Flxeta P.E. No. 4er62
width Sidra Moreheadn 51ly sealantheperi ate25' Location ofheilere TIC weld. N1lutttlaa
of the dome slied et,
around Me perimeter ,,�����SAMES q#ie
0.125• UV Enhanced Polyearbonate Dome. Rise varies I :� Q�• No 19762 ••�O
but is not less than 100% of the smaller dimension of the #• �I •*_
length or width. Test Specimen = 7•. Lb IN:
STATE OF •W:
�'�Fs'�t op• o'O`����.
I eea,,S jONA i �Nkp,
a