HomeMy WebLinkAboutNotice of AcceptanceMIAMUDANZ
®a ri O D rE C a 6M a LPRUDUCT�CONTROL SECT ON
C L 11805,SW 26 Street, Room 208
DEPARTMENT Oki' R�ATORY AND ECONOMIC RESOURCESn (RER) � � � ��� G� � Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION D 0 CC T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Maxim Industries, Inc.
1630 Terre Colony Court
Dallas, TX 752U RUE®py
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 (Alm.
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 acceptedd 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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPITON: Model DCM Curb Mount & DSF Self -Flashing Aluminum Skylights
APPROVAL DOCUMENT: Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights",
prepared by Maxim Industries, lac, sheets 1 through 5 of 5, dated 12103/2013, with revision C dated
02/26/2018, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade, County .Product Control
renewal stamp with the Notice of Acceptance number and. expiration date by the Miami -Dade County
Product Control Seaton.
1VIISSILE hiPli.CT RATING: Large and Small Missile .Lnpact.Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series and 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 fled and there has been no change
in the applicable building code negatively affecting the performance of this product
TER1YHNATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or masufHcture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising er any other proposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be awe for terminadon and removal of NOA.
ADVERB: 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 ofthis entire NOA shall be provided to the user by the manufactuuer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA H 18-0307.10 and consists of this page 1 and evidence submitted pages E-1 & E-2,
as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
Mwrct uv oe cocmmr /� ,Q NOA No.18-1217.13
o !� Expiration Date: 02/20/2024
1 f� /�/9 Approval Date: 01124/2019
/ Page 1
Maxim Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15=0715.08
A. DRAWINGS
1. Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by
Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated
07/09/2015, signed and sealed by Robert J. Amoruso, P.E.
B. TESTS "Submitted under NOA # 14-0318 01 "
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
- -along-with marked-up•drawingsand-installation-of Self Flashing and, Curb Mount -Plastic -
Glazed Unit Skylights, prepared by Architectural Testing, Inc., Test ReportNo. D1032.01-
801-18, dated 10/02/2013, and revision 1 dated 02242014, signed and sealed by Vinu J.
Abraham, PX.
"Submitted under NOA # 13-1217.24"
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202 94
4) Large Missile Impact Test per FBC, TAS 201-94!
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic
Glazed Unit Skylights, prepared by Architectural Testing, Inc, Test Report No. D1032.01-
801-18, dated 10/02/2013, signed and sealed by Vinu L Abraham, F.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 Robert L Amoruso, P.E.
D. QUALITY ASSURANCE
1. Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of acceptance No.12-0605.05 issued to Bayer MaterialScience LLC (MAI for their
Makrolon Polycarbonate Sheets, approved on 12/06i2012 and expiring on 08/272017.
2. Notice of acceptance No.12-0110.04 issued to Palram Americas, Inc, for their Corrugated and
Flat Polycarbonate Panels, approved on 02232012 and expiring on 01222016.
F. STATI NMNTS
1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial interest
issued by PTC Product Design Group, LLC, dated 07/092015, signed and sealed by Robert J.
Amoroso, P.E.
i
Heliny A. MaUr, P.E., M.S.
Pro net Control Section Supervisor
NOA No.18-1217.13
Expiration Date: 0212OJ2024
Approval Date: OU24/2019
E -1
Maxm Industries. Inc.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15; 0715.08
A. DRAWINGS
1. Drawing NO. MAX0003, titled "Curb Mounted and Sedf Flashing Skylights' , prepared by
Maxim Industries, Inc, sheets I through 5 of S, dated 1210312013, with revision C dated
0212612018, signed and sealed by Robert J. Amoroso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1'. By �ami Dade'County Department of Regulatory wid Economic Resources (RRR)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 6' edition (2017) FBC and of no financial interest
issued by PT C Product Design Group, LLC, dated 0212612018, signed and sealed by Robert J.
Amoroso, P.E.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Mami Dade County Department of Regulatory and Economic Resources (REIN
E. MATERIAL CERTIFICATIONS a p
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 6 h edition (2017) FBC and of nofmancial interest
issued by PT ZC Product Design Group, LLC, dated I U2812018, signed and sealed by Robert J.
Amoroso, P.E_
.�
j5lfliInty A. Makar, P.E.,IVLS.
Product Control Section Supervisor
NOA No.18-1217.13
Expiration Date: 02/20/2024
Approval Date: 01t 2019
E Z
AL4XIIVI INDUSTRIES, INC.
DCM CURB MOUNT & DSF SELF -FLASHING SA"MIGSTS
MSTALLA270NANCSORAGEDETA.MGS
OENM NOTES: -
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVLi2)
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC). THE PRODUCT DETAILS
CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI DI0 W-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 18 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3, IN AREAS WHERE VAND43ORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT
PROTECTIVE SYSTEM 18 NOT REQUIRED.
4.MATER W:
4.1. &KYUGHT FRAME MATERIAL: 6D53-T6 MMIUD€D ALUMINUM.
&KYLIOHT INNER AND OUTER DOME MATEROL' COVESTRO, LL.O MAKROWN POLYCARBONATE OR
PALRAM AMERICAS PGLYCARBONATE PER THE LATEST MLAMWADE NOTICE OF ACCEPTANCE (NOA)
COMPONENT APPROVAL
5, DFAGNATION'0' BTANDS FOR THE A FIXED PANEL
a, IN ACCORDANCE WITH THO CURRENT EDITION OF THU FOO, WOOD BUCKING 6HAL L HAVE BEEN
PRESERVATNO TREATED OR SHALL IlB OF A DURAASLF &PECIE&.
7. DIS&IMILAR METALS INCLUDING FASTBNBRB THAT MAY COME INTO CONTACT WITH ALUMINUM WINDOW
FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT CORROSION. FASTENERS SHALL BE
MADE OF A CORROSION RESISTANT MATERIAL OR'HAVE A CORROSION RE&IBTANT COATING CONSISTENT
WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
TAKE OF CONTENTS
SHEET
DESORPTION
1
GENERAL AND INSTALLATION NOTES
2
— DCM CURB MOUNT L4;EVATWN - —
3
DCM CURB HOUNT • EEC•TIM
4
DSF SELF-R>ASiM • MATION
--al
D5F SMP-f4A5HTN8 • SECTIONS
DESIGN PRE&SUF?D RATING (PSf� .
DIAACT RATING
a40.0 96 0
MIAM IMPACT
INSTA MON NOTES;
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED.
2, THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING:
2.1. AS REQUIRED ON SHEET 3 (CURB MOUNT) AND SHEET 6 (SELF -FLASHING) BASED ON CORNER END DISTANCE
AND ON CENTER SPACING,
2 2 MINIMUM OF DNS FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYUGHTARE REQUIRED SASED
ON SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4.
3. FOR INSTALLATION OF SELF41 AWINO SKYLIGHT ONTO WOOD ROOF DECK, USE 012 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1318INCH MINIMUM DMEDMENT. MINIMUM EDGE DISTANCE IS 7/8 INCH.
A. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE 012 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE i 3M INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCH.
L FOR DWALLATIDN OF OURS MOUNT BKyUgIjT CURB ONTO WOOD RDDP DECK, USE 120 (0.148° MIN. SHANK
DIAMETER) BOX OR COMMON NAILS OR 95 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 21161NCH MINIMUM
EMBEDMENT, MINIMUM EOM 013TANCE IS 61101NCH.
d. MINIMUM BR!0130MEf AND EDGE DISTANCE EXCLUDE WALL FINI®HEB, INCLUDING BUT NOT LIMITED TO STUCCO,
FOAM, BRICK VENEER AN12 SIDING.
7, IN&TALLATION ANOWR CAPACIT190 FOR PRODLICTS HEREIN ARE (BASED ON WOW BURST RATE MATP1i" WITH
MINIMUM &PECIFICORAVTY OFOd6,
S, TOZ AIUNG OF CURB MOUNT &KnjWff CURB ONTO WOOD ROOF DECK (NOTE 6 ADM) &HALL MEET THE
FOLLOWING REQUIREMENTS FROM THE 2008 NOS FOR WOOD ODNBTRUCTION,
8.1, LENGTH (L) AS REOUIRED TO MEET P. Le AND Lm REQUIREMENTS,
I t MIN. EMBEDMENT (P) IS 2Ar FOR BOX NASA AND 1.60• FOR COMMON NAILS WITH 0.148• DIAMETER.
83. MIN. Li IS IST FOR BOX NASA AND 1.0'
FOR COMMON MAILS WITH 0.140' SHANK DIAMETEIL
&A. MIN. Un IS Z131 FOR BOX NAILS AND 10
FOR LION NAILS WITH 0.14W SHANK DIAMETER
PRODUCTRENEWBD
as tmnplymg with W.e Flotidt
nu;tdlag Cade
AAocaytena Na ����
EzplmtionU5lo 02m46
D r anal
W a
I
i
IZ
U
PRODUCTRBVLSED
8 4MCD& theAori,ia
A-=p'm=No — o o , ) o
i onD� Ti/9
By
h, iDo :uct '
PAW J. Amwwq P.F.
FOWn P.E Nw 497tl
P40
DCM CURB MOUNT - ELEVATION
I
Frame
Width = 97.S"
u
Notes:
1. This skylight is designed to comply with all wind zones, including the HVHZ, of the Florida
Building Code.
2. This skylight meets small & large missle Impact resistance (FAS-201frAS-203)
and no other protection is required.
1 Ail framing and roof deck is by othemand must comply with the Florida Building Code.
4. All sizes equal to:or less than thetstsize total square footage are to be aoaepbsd
_ under this NOA. -
5. Fasteners used to attach skylght to wood curb are to tie itiinimum #12 s InIese
steel wood screws with minimum embedment of 1.375"
DESIGN PRESSURE = ;+40psf / -75psf
Comer Detau
see Detail #3 & #4)
op Frame Fawner
#12 X 1.5"
(we BOM #5)
by Frame Fastener
#10Xd"
(see DOM #6)
Frame Detail
see Detail #1 & #3)
see well ##11 & 04)
G adng DemB
me DefeD #1 & #2)
Bill of Materials:
L 6063-TS Extruded Ahunirwm Frame mitered and welded at four owners Manufacturer. AFC0 Part t4950
2. 6063•T5 Ex rt d Aluminum Angle mitered and welded at four comers. Mwwfactng: AFCO Part #4843
3.. Dow,Coming 795 StU=e Bulding Sealant located between aluminum angle & glazing (gam bite)
4. 0.125" W Entranced polycarbonate domes. Rise varies but is not less than 10% of the smaller
dimension of the length or width. Test spedmen =10" outer dome & 7" Inner dome.
Maradbe urer: Covestro or Palnm Americas
5. #12 x 1" Stainless Steel Tapping Saeva with neoprene gasket Fasteners located 1Y from each comer,
maximum 12" on oenter. Minimum one fastener per side and minimum four fasteners per skylight
-6. M10 X 0.375" Stainless Steel fasrethers.4"from esch:rhuner, maximum 12'.on center.---
7. Sdmee>Monehead SH5127 O:62S0" X 0.12V Sealant tape.
PRODUCT RENEWED
ns complying with he Flwid%
svildins codo
Mapoa- No )�
>;xplr^tionDate r �Ze2.¢.
M�amtD r"doctcontrol
PRODaCrREVISSD
JamidB lappldodo Wfttithe FJa:ida
gkeuLir� - 030
-:7d cue 1
RaWnIA mYto, P.C.
nod& P.E No.4976Q
No
RTI
9
ON
e
DCM CURB MOUNT - SECTIONS - DESIGN PRESSURE = +40psf / -75psf
Detail #1:
Frame, Angle & Glazing Section Detail
0.129 UV 0rdfenoad Pdyterbooate Danes Pose Barks
° R12x 1" Btelalal Bttcl?apptas 8cea with ecoprme flattt
Putr�/ leogfsd 12" 00m akdr aemc, ioadmum 12' m
M Is na lass than 10% or da sma9er dkwwon Of dra
gth aidth
kOw, Test Spedmar a 30° Outer A T Imner.
.
MEolmtkm ooe fletsrrerpa eld/ and Wm 0utealn padyOE
Dory Car" M 6fkwe Seefant betw=nUntng
1.75. X 1.73" X,06V ENUPWAlra06nurt RoWWSS Aagle
vmis and Op d me. Mi ttg.btro o L75"
Sdmw Morehmd SM 5127 asolan Ups. 0.625'
°
wfdh eppW mtdfmotsiy around the palmate'
N10 X 097r eatalesl curet f dcw, 4" Bnm each
of im dome of
come; mlubmum 12" ao =w.
.W0" EcavdedAhufnum 0b"
"ITI m SWUM Sad 012 M cr HH Wood Sam W& minimum L375'
Sealants be mktbaan 0.125" MR brad m agate mnsmrg
antmment and 0.895' E'xtge Otg>vwe 3' from ead! =w & ffwkmkm 8' on
sat between ednKW frame and top of affix (hy others
coda. Pre'Pw dW Iff holes by Mmdm for fastener Ory oMw or opumW
or kuWdxd by Madre as per nabs bdow)
8MR-15aryx6ea Irmu M HAM an greet 1.)
Curb Back Bftr ar FnWft (by Wwo)
MWmum 12D (0.148" Shmik pia•) Common Na at 86 Staldess S0¢d Woad
Sam W OZ WM dr t= 511WOMMI: of 2.13" ad 05625' Edge Dfuanoa
1bV dfaas or op0omf acwswr)I Sw k0aWm haws an 1.)
Qab &XL- Sea " 1140 Bek w
^-' Roo(dedr. (by o0m)
* Mlnkn m dfsfanm - 4 ft in d m bx n frame to
and s wfam for dtktgim or OUR without bsrdldom,
For fnada0m and rwr Me add.lnailadon or roof Me
«RWdedt wW framing by odrers m
V&kn ss to 4"-mWimirn height
xx
roof detafs d a0 m toy with fhe flafb
## Qab buck - Nominal Sort tan Ydow Pfm
Fade
2 X 6 ft**nm with dWNht set on bldc with rrdntraem
1/8' fa1 bead dbWldng 8eafarlt.1n4e0adatfhs4rrera are
Stairtiess Sled 812 PH or HH Wood Scmv with minkman
137r embedment and DAM Eidge Distance betted 3'
front mar curer and ma4tmun 8" on center This umb
buds A an opdml arwott Included in the NOA.
An&4 tl0 of the curb buck mist be per the AwWa
B aft fedb Set bztafadon Note QI gee L
a .
Detail #2
Glazing Detail .
Dias" UV 5ftnced Ptlivcarbonate Dame. Rise varies
but is not leas than 10% of the 6m9er dinierisldn of
Me two or wk M. Test Spedmen m 101.
Schnee Moralwia4 SM 5127 andwt taps 0,626"
wkm apow oxWtaaDdy maaW the
of ma dome wL
0,1W UV &ftrtced Pokwrborlate Dome. Rise varies
but Is not less than 10% of the sma8er d)mensim of
Me length or width. Tel Specimen • T.
Detail #3
Aluminum Shape Weld Detail
AFCO Part #AF-4950
1Mialmmn
� �SS�i Cotaa.
Lmdou of heflue TiG wehL
Detail #4
'Aluminum Angie Comer Weld Detail
AFCO Part #AF-4843
Lecatlaa _of helfate 11G weld
PaoDrtcr>;.stt�r,A
as complying with the Florida
Building Code
Aca'ptanca :Qo _ • 13
L•zpiration Dnto � �4,
Mi i uua Contmf
0 I 0
FR0DErCrrceVzw
= cc -plying owww Cade Or the Flaidn
A�0�0 07.)-
�19
du
PftWJ. A.W Mn, P.M
RkMs P.e. N0. 4W62
p� ypMES i
A.4 i
GEglB�'pG��i !
No 49752 • :NO
31 STATE t
.0.
vita -�OA1� �1?w
DSF SELF -FLASHING - ELEVATION
�u
w
5
G
DL Opening = 92.50
Frame
Width m 97.51
DESIGN PRESSURE = +40psf / -75psf
Caner DOW
(see Detall #3 & 0)
�
�
�— Top Frsme FaMner
012 X LV
(sea 80M #5)
//
-o-- Top Frame Faaener
/ #10XW
(see BOM #6)
O
� Frame Detall
s
(see Detail #1 & #3)
�
0 g
zQ
3
a
�— Angle Detaff1& J^
(see Wall #1 & #'0
o
0
y
Ir
y
�. Glazing Dtsail
�'L
gA9
- - 0e6 M9 #1 & #2)
Notes,
1. This skylight is designed to comply with ell wind zones, Including the HVH2, of the Florida
Bill of Materials.
1. 06345 Extruded Aluminum Frame mitered and welded at four comers. Manufacturer: AFOD Part #4951
Building Code.
2, 6063-TS Extruded Aluminum Angle mitered and welded at four comers. Manufacturer. AFCO Part #4843
2. This skylight meets small & large missle Impact resistance (TAS-201/TAS°203)
3. Dow Coming 795 Sillcone Building Sealant'16mted between dluminum angle & glazing (glass bite)
4. 0.125a W Ert nod polga ate dames. Rise varies but Iq not less than 1t)% of the smaller
and no other protection Is required.
3. All framing and roof deck Is by others end must comply with the Florida Building Coda,
dimensbn ot+the ltgth ar width. Teri spadmen = 10" outer dome & 71 Inner dome.
rer Coves7o or Americas.
4. All sizes equal to or less than the test size total square footage are to be accepted
S. #12 x 19
• nlfss S�e1 Tapping Stew With neoprene gaslat. Fasteners located 12' from each comer,
TapPalping So
under this NOA.
maximum 12' on center. Minimum one fastener per side and minimum four fasteners per skylight,
S. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless
6. #10 X 0,375° 5#airdess Steel fasteners 4" from each comer, maximum 12e on center.
-steel wood screws -with minlmum.embedment of 1.375" _ _
7. Schnee -Morehead SM5127 0,6250' X l),125° Sealant type.
FRODUCTRENEWED
us complying wrth rise Ftaida
nWldinKCodc
3 Acceptenw- 2ao1
Expt�inn Dete��� L¢
FRODUCTUVI98D
awwaying•.v(tlt she Floridi
eeCtnsteQo 7 •%
RebW I It+mneo, RM
FWAb P.S. No, 40762
Ito
STATE
DSF SELF -FLASHING - SECTIONS DESIGN PRESSURE +40psf / -75psf
Detail #it
Frame, Angle & Glazing Section Detail
0.125• W Oftno d Pdyrarbcnsta Domes. Rim varies
but Is no less than 10% of the ameller dknaislarof the
Ia o or wWdt. Tart Sped= a i0' outer Q Y lnnw.
Dow C.omhg 705 Slllcauf Sealant tletwcen rt><eklklg
angle and top dome tBa2lrp die ■ 1.75'
Se m Mmtmd SM 5177.w4ak tepe.0.625•
W tfi appiod ashy round the peknew of
the dome mt
.060• BxmuW Alumla m ahepo
* MWmum distance = 4• f m ehtmkelm Dame to
roaaafaae for shhgles or BUR wRbod UsMon.
Fa landation end root t0a aW hwWOonor roof We
ttkkMto C nvnkmrm beght
Detail #2
Glazing Detail
012:1' Budolw Strd Tapping Sasw widr oaap=gnd2t. Fa tum lowrod 12, tiom Detail #3
�
elaxtasaml2•oncwar.h9nlmQm�o6rtraapRaldamdraPa Aluminum Shape Weld Detail
AFCO Part #4951
1.75' X 1.75"X.069" E%UWW Almlonm 8eWolagAogb
#10X03751defolmoralfisteaa.41fi mash M
eo= mrndmso l2" oe eeatd
Staines Slid W donlm #22 PM or HM WOW WM with minkralm 1375•
rnbemmt Wo 0.6/S' Edge ustana, r f torn exh oonw & nmdmurn 5' On an1 wtloe of btWrc TIG weld
t. Prewxbed 1/B' holes by M o&n for thAs am (Sw frr�,r0e0m Holes on
AIfK L)'
� I •
RWf detk and framiy by WxM AI
roof ddmft SW Mft Wsh ft HXW
1' &" Cade .
0.12S* W Enhanced Palyorbonate Dome. Rise WrIes
but is not lew than 10% of the to ider dbuenslon tithe
length 0r MO. Test Specimen :10".
Sloe Mordceed SM S127 Smisnd tape. 0:625
vldlh Wp0ed wrntn=* MW W the pallneW
of the dome eft
0.1W UV Enhanced Pohvft0nate Dome. Rica harries
but Is riot less than 10% of the ma1w dimension of Iftf
Imp or width. Test Specimen o T.
backs m
Ir warp hole
It auk emir.
Detail #4
Aluminum Angle Comer Weld Detail
AFCO Part #4843
IaatlaralhelLre T1;G we]d.
PF.ODUC—, R&•`3L• WcD
es mmplyittj; WWI the Florida
£uildio3 Code
AeeopteMo
EkFUL'0ADel.. O m•yip 2(
MaAC—
LIM
IL � U
H § 9 ..,
P'ii ODUCTREMED I
as �rieawiih flu Ptocida •
F�plmion i)sb
tdduC
rP.E N