HomeMy WebLinkAboutProduct Approval (2) MI MMI—DARE COUNTY
nm PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOT CCEP5TANCE NOA www.miamidade.Iov/economy
Regency Plus,Inc.
1024 Locust Gap Highway
ount Carmel,PA 17851
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 Florida Building
Code,including the High Velocity Hurricane Zone.
ESCRIPTION:Series 115205"Outswing White FVC Casement Window—
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window—LMI",sheets 1 through 5 of 5,dated 10/14/08,with revision J dated 09/24/15,prepared by PTC,
LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control
Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County
Product Control Section.
ILE IMPACT RATING:Large and Sma11 Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 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 No. 13.1009.10 and consists of this page i and evidence pages Ir] and E-2,as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
:NOA .15-0618.05rwartwaDECOUNrY Ex9;(NilpiratioMay 06,2019ApprovalDber O1,2015
TWO115 Page 1
s
Regency Plus,Inc.
NOTICE OF ACCEPTANCE.- EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections,
(Submitted underNOA No. 08-1118.10)
2. Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window -
LMI", sheets 1 through 5 of 5, dated I0/14/09, with revision J dated 09/24/15,
prepared by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
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
6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
along with marked up drawings and installation diagram of white PVC single hung
window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110.11618-1,dated 10/02/08,signed and sealed by Harold E.Rupp,P.E.
(Submitted under NOA No. 08-1118.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5t"
Edition (1014),dated 09/03/15,prepared by PTC, LLC, signed and sealed by Robert
J.Amoruso;P.E.
2. Glazihg complies with ASTM E1300-04e01 j
D. QUALITY ASSURANCE ;
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butaeite&PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16.
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13,
expiring on 02!'28/18.
Ma u ere P.E.
Product Cont of Ex leer
NOA No. 61&05
Expiration Date: May 06,2019,
E-1 Approval Date: October ol,2015
Regency Pius,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and of no
financial interest,dated 03/18/15,prepared by PTC,LLC,signed and sealed by Robert
J.Amoruso,P.E.
2. Laboratory addendum letters I and H in the Test Report No. NTCL-110-11618-1,
both issued by National Certified Testing Laboratories,dated 10/02/08 and 01/20/09,
signed and sealed by Harold E.Rupp,F.E.
(Submitted under NOA No. 08.111810)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by
National Certified Testing Laboratories, dated 10/02/08,signed and sealed by Harold
E.Rupp,P.E.
(Submitted under NOA No. 081118.10)
G. OTHERS
1. Notice of Acceptance No. 14.0128.07, issued to Regency Plus, Inc. for their Series
"5205"Outswing White PVC Casement Window--L.M.I.,approved on 12/05/13 and
expiring on 05/06/19.
i
Y
Manuel Pfez-, E.
Product Controla ner
NOA No.1 18.05
Expiration Date: May 06,2019
Approval Date: October 01,2015
E-2
L"5205"
REGENCY PLUS, INC.SERIEVINYL IMPACT CASEMENT WINDOW - LMI
INSTALLATION ANCHORAGE DETAILS
1.THIS PRODUCTANC1ggApE SH{0V4N 1 g,N tS OES(ONFA TO T.MATERIALS: INSTALLATION NOTES: 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
COAFLY WITH 6TH EDITION(2014)FLORIDABMDINO CODE MUST BE/ADE OF CORROSION RESISTANT MATERIAL OR
(FSC)^SUIIDNOAHDRESiOENiIALyOUIIIESMiCLUDINpTNE 7.1 WINDOW FRAMEMATERIAL'ROYALWINDOWA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE LL
NIGH VELOCITY HURRICANE ZONE 9$q
(IMIZ)AT THE DESKiN DOOR PROFI E& ANT 13 RIGID VINYL PVC PER ANCHOR LOCATION SHOWN.
PRE88URE(8)STATED HEREIN. ®MIAMIOAOE PLNOTICEOFACCEPTANCE(HOA)N0. 9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE V-14DUPON 12-1120.02. ZTHE NUMBER OFINSTALLATION ANCHORS OEPKIED13 ANCHORSINTOMMARJONiS.EDGEDiSTANCEIS
SIiIEDANOSEALEDTESTREPORT1NCTk1101161Gt. THE MINIMUMNUMBEROFANCHORSTOBEUSED FOR MEASURED FROM FREE EON OF BLOCK OR EDGE OF �i 5
DATED10'0?IOS.ADDENDUMDATED11NCTL-AND18-loADDENDUM 7.2GLAZMWMFUAYERKURARILYAMEPJCkRNC. PRODUCTRWALL/ATION MORTAR JOINT INTO FACE SHELLOFBLOCK y
AN DATED 09201ppANOASSOCIATED(ABopATMSTAMPED ®�7ACITEINiERLAYERPERgWA1-0ADENOTICEOF *T
DRAWMSANOWERETESTEDWACCORDANCEMMRK?M ZEEP E(NOA)ti0.14ODi0.10. ).SFIIMASREQUIRED ATEACH INSTALLAIMISARC)WR 10.RNSALLATKINANCHORS SHALL BEINSTALLED IN
VELOCITY HURRICANE ZONE TERM PROTOCOLS TAS*M.® WITHWMBFARIN68HM(S).MAKWUMALLOVMBLE AOCORDANCER'S
VATHANCHORNO"ACTURE
TAB-=AND TAB 200. SHIM SM181HIHCN.GNU WHERE SPACE OFIRS INCH INSTALLATION INSTRUCTpNSAND ANCHORS SHALL
B.NOT USED. ORGREATEROCCURS,SLIWS)SHALLSEOONSTRUCTED NOT BE USED INSMTRATE8WRHSMENGTHBLEW 0
3.THE PRODUCT HAS
OF 190H DENSITY PLASTIC OR BETTER THAN THE NNNMUM STRENGTH SPECIFIEDSPECIFIEDSPECIFIEDBY THE
gEEN EVALWTED FORCONFORMANCE Tp 0.GLASS MEETS THE REQUIREMENTS OF ASHY ANCHOR MANUFACTURER
®THE 8TANDRRDSLISTED INTHEPHEDITION(2014)FLORIDA E130041N1. 4.FOR VOTALIATIGNINTO WOOD FWMIIHG.USE t12WOOD
SLIDING¢ODE(FEC)•BUILDING AND RESIDENTIAL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 NCH H.WSTALIATIONANCHOR CAPACITIES FOR PRODUCTS
VOLUMES AND IS IN COMPLIANCE WITH SAID STANDARDS 10.DESiGNATION r STANDS FOR THEFOLLOWBNG: MIIU MENMEDMENT.M07N MEDGEDETAHMIS71S HHIEWAREBASEDONSUSSTRATEMATERWLSNITM
"CLUMO X:OPERABLE PANEL INCH. ®THEFOLAMS}LGPROFI ES: G � �
REQUIREMENTS. 2S
4.ADEQUACY OFTHEFXISTYNG 11.A1QD7CREASEINAUDWAKESTRFSSFOR WIND S.FOR INSTALLATION THROUGH iXSUCKTOCONCRETEI A. WOOD PROTECTIONWOOOPROTECTION.WOOD-
STAMAINWINDFNCRETEI LOADSVWBNOT USED INTHE DESIGN OFTHE MASONRY.OR DIRECTLY INTO CONCRETEIMASONRY. PRESSURETREATEDSOUTHERNYELLOW PINE.
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ® PRODUCT($)SHOIINIEREUL WIND LOAD USE 114 NNCM ITW ADVANCEDTHRFADFORM TAPCONNS OF ® MINIMUM SPECIFIC ITRAVIY OF 055 LUMBER
RESEiIERRMEMLIEDPR DFY LOAD TO THE
p DURATIONFACTOR(Cd-1.S)HAS SEEM USED FOR SUFFICIENT LENGTH 70 ACHIEVE THE FOLLOWING: MUST COMPLY WITH STH EDITION FBCIFRC AS
FOUND ER NISTHEUEDPRODUCTLQAOST ENGINEER
WOODM MI)EWONWHEREWI00D-ONLY ®$.1. CONCRETESUNI[PATE RELATEDTO VOW PROTECTION.
FOLANDATIONISTHEREBPON9I90.TiYOFTIIEENOMEFROR FAILURE GOVERNS.FOR 07M MATERIALS. 53.1. 11211,giMIIMUNEMBEOMENT p
ARCHRECTOFRECORDANOTOBEREVIVM13YAW. APPROPRIATE SAFETY FACTORS PER THE 5.11 1.1RINCH MINIMUM EDGE DISTANCE ®RCONCRETE 49IJoANACOMPRESSIVE STRENGTH OF
6.1XAND2XBUCKS(WHEN USED)SHALL BE DESIGNED APPLICABLE DESIGN STANDARDARE USED. 51L MASONRYSUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. g
NED AND 5.2-1. 1 RICH MINURIM EMBEDMENT
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE I2 NAREAS WHERE W ND80UM DEBRIS 5.22. 21NCH NOWN EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C-90, RobwU Amnxo,P E
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTION REQU IFIE ENT8 EXIST USE OF AN MED(UM WEIGHT WITH DENSITY-117 PCF. FW41 RE.No,4w62
REIS?OMSIRI ITY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM IS HOT 6 FOR PARTING STOP INSTALLATION USE Xg WOOD
RECORD AND TO BE REVIEWED DY ALU. NEEDE0. SCREWS.
&THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 13.EACH WINDOW ASSEMBLY WILL.BE LABELED WITH 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �`` �A1dES F„FEI�i
GENERIC AND MAY NOT REFL�TACTUAI.CONOIINNVBFORA APERWVEMUIBELANDIORSTAMP WITH THE WALL FINISHES,NCLUDINGBUT NOT LYTEDTO Q,. �GEfVS'• ,w,
d�0t.,,... i
SPECFICSITE.IFSITECONDITIONS CAUSE INSITIILLATIONTO EXTRUDERCOOEAND'MDW. STUCCO.FOAM,SRICKVENEERAHDSIDING. p�.••V �'•.G4
DEVFROM REQUIREMENTS DETAILED HEREIN.THEN No 407 BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING
OPTIONS:
A.OUTSIDE HVHD'.:REQUIRE THAT A LICENCED STATE OF
ENGINEER ORARCHITECT PREPARE AND SUBMIT SITE ' 'T��'A,ORS�Q'0�2�
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT
TOBEREVIEWEDBYAHJ. TABLE OF CONTENTS �'�iq��N.11"�
B.INSIDE HVHL•REQUIRE THAT A ONE TIME SITE
SPC-CFICAPPROVALBEAPPUEDFORANDOBTA7NED SHEET REV. SHEETOESCRIPTION
FROM THE MIAMFDADE COUNTY PRODUCT CONTROL. 1 E GENERALAND INSTALLATION NOTES pRDDUCTIIDVIS[A
2 E ELEVATION aeemplllq wWbe Flaw
3 E VERTICALSECTIONS Duldi%ca e
4 E HORU;ONTAL SECTIONS N:OLALNO DETAIL PRESSURE RATING(PSF) IMPACT RA7ING Aca IFwr"w lwc0*rA l7,f
Dift
S E COMPONENTS.BILL OF MATERIALS i CORNER DETAIL _ +56.0 1%.0 lW
� MuR K
c
N p N
IQ*O.C.
HEAD 6 SILL e
PARTING STOP �gg
ANCHORSp
lid
®4"FROM WINDOW TYP.FROM 3.75• M PARTING
FRAME CORNERS STOP CORNERS HEAD 3 SILL
HEAD b SILL ANCHORS PARTING STOP ANCHORS '" s
7H 4 314'FROM PARTING
34.1 4'FROM WINDOW STOP CORNERS gg
0 LO., FRAME CORNERS PARTING STOP g
JAMB ANCHORS ANCHOR$
Ur O.C.TYP,
i JAMB ANCHORS
8 me
o.
88.1875' Sr
I 70'MAX MAR ®
PARTINGTOP
MAX I UNITWINp
MAX . L O. I I ®HBGHT MEOHKTLLA
UNIT NRfI SZj
HEIGHT 4 I 4 STOP
SAREINFOR T WOOD SCREWINSTALLATION
t
4 I 4 9.510.01 TYP. ANCHOR$(TYP) 19
I AHEAD 6 SILL '
i ANCHORS TAPCON
INSTALLATION
I f ANCHORS(TYP) PAWAAMMO PE
REINFORCEMENT®
�RMES
38•MAK WINDOW,I oOF.Q;•v10EN8F.0.�G4�
3 3 III rr WIDTH® �11 No 497 2
� s*
38'MAX.UNITSOF t
WIDTH WI I :•. �0 RV* .,�QiO
PARTING STOP® i�ss , Op
ELEVATION® ANCHORIAYOUT
EXTERIOR VIEW EXTERIOR VIEW ��
�� wMYMFia'Ida
Cyr
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M
F
TECTION (SEE INST. NOTE WOOD Bu ANCHORING 17 WOOD BUCY,ANCHORING11A, SHT. 1) BY OTHERS BY OTHERS #8 WOOD SCREW BY OT�{�INSTALLATION ANCHOR ONE BY PT WOOD BUCK
PT WOOD BUCK 1 1/8" MIN. WOOD FRAMING BY OTHERS BY OTHERS
NOTE S. SHT, t) EMBEDMENT (SEE NOTE 5, SHf. 1)®OTHERS �8 WOOD SCREW 17 ( NOTE 4, SHT. t) d
(SEE NOTE 4, SHTA) WOOD
ANCHOR Y
1 1/8" MIN.
' ' 2U BY OTHERS EMBEDMENT® �'
pp �a
EXTERIOR FINISH ° ta3/8' MIN. O 3/8" MIN.
BY OTHERS a • • { �• EXTERIOR FINISH P P s
EDGE DIST. BY OTHERS EDGE DIST. _
11 ® : o
PERIMETER CAULK 1/4" MAX 1/4" MAX
BY OTHERS SHIM SPACE PERIM BY OTHERS 21, SHIM SPACE e
20 1 18 INS DATION ANCHOR
/4' 1714 ADV THRFM TAPCON INSi ANCHOR 0 1
WOOD SCREW
15 0-1/2' MIN. EMBED., 1-1/2' MIN. E.� (1-1/2" MIN. EMBED.,
2 15 OI� 7/8" MIN. F-0.)& r
4
2 4
13 6 13 7gd ji 11':
� ~s
s 14 b ) 5 oll
EXTERIOR
WINDOW 14 SECTION B INTERIOR 3 MAX. 14 EXTERIOR SECTION D INTERIOR �`
HEIGHT WINDOW 14 3 p
®13 HEIGHT 5 �� 13
12 8 12 6 vv�i tit.
2 INTERIOR7 2 8
7 IgOut+,Aemu14►R
15 EXTERIOR 10 15 EXTERIOR 10
0
1/4" MAX.19 8 19 8 ��! jCtMES +�•i�
SHIM SPACE 1 18 ® /12 WOOD SCREW •`�+tQ'rv�0EiV8 .gG.
/4" ITW ADV THRFM TAPOON MIST ANCHOR 1/4" �' I INSTALLATION ANCHOR O? ti,p
20 (t-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) SHIM SPACE 21 (1-1/2' MIN. EMBED.,_ yNo4+0�7w5�2` Jo
7/8" MIN. E.D.)
7 le WOOD SCREW MWSTATE
. DGE OISTA �j;
INSTALLATION ANCHOR 3 8" MIN. PERIM CAULK m m
• °' 4 EDGE DIST.® BY OTHERS O 0 ,�''�gSYO1VAL6N�`r,
CONCRETE BY OTHERS • • SHEATHING ONE BY PT WOOD A •anum�
EE NOTE 4, SHT. 1) ° a - '.• 20 BY OTHERS BUCK BY OTHERS
(S
k .� ,
ONE BY PT WOOD BUCK . • • ..4.•: ° W000 FRAMING BY OTHERS (SEE NOTE 5. SHT. t)
PRWl1lTR6V4tilO
BY OTHERS •WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SHT. 1) BB WOOD SCREW t7 a wfto..Lrtmlr
INSTALATtON ANCH R Accq ?�.Obm
(SEE NOTE 5, SHT. 1)® 11A, SHT. 1) BY OTHERS®® /�1�MBE" MINENT WOOD BUCK ANCHORING magyar
1 1/8" MIN. WOOD BUCK ANCHORING ` SECTION C O7HEItS�
QA EMBEDMENT ACTION A BY OTHERS®
tw.+
A3/8" MIN. / r
EDGE DIST. 3 8` MIN.
®EDGE DIST. A
INTERIOR 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT - CONCRETE o al
3 2 5 4 8 7
t/4" MAX. I* MIN. EMBEDMENT - MASONRY
10 16 1 0 1 1/2" MIN. EMBEDMENT CONCRETE OR MASONRY BY 31
-EDGE DISTANCE SHIM SPACE ' 31
OTHERS (SEE NOTE 4. SHT. 1) 9 l
INTERIOR A *WOOD PROTECTION
(SEE INST. NOTE 1/A. SHT. 1)
3 22 5 4 6 7 10 18 T 0 BY OTHERS
C� EDGE 78DISTlANCE
• ' ; 18 II STALLATIONANCHOR THRFM TAPCON -
s
i
12 WOOD SCRE 1' MCN.
o INSTALLATION ANCHOR a EDGE DISTANCE gIq ggg
WOOD BUCK D BUCK 5
Q 1 1/8" MIN. ANCHORING Q; • ANCHORING `
EMBEDMENT BY OTHERS BY OTHERS '*
EXTERIOR 17 1 1/2" MIN, EDGE DISTANCE — CONC. 1
118 WOOD SCREW 2" MIN. EDGE DISTANCE - MASONRY
p iNSTAWITION ANCHOR +4
14 13 2 15 tl�' r '►
e 1 1/8" MIN. Aa .e z
PERIMM CAUBy OTHELKED
LK SHEATHING .,EMBMENT -�j
BY OTHERS
ONE BY PT WOOD BUCK
®(MIN. 3/4) BY OTHERS WOOD FRAMING
(SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR
NOTE 4, SHT. i)
SECTION E 4 13 2 15 20 *WOOD PROTECTION III i
8YOTHERS
K N ATE I IA. SHT. 1)
EXTERIOR FINISH BY OTHERS PERIMETER CAULK tib
BY OTHERS y
7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED ONE BY PT WOOD BUCK BY OTHERS "' -
t�Ll GLASS W/ THE FOLLOWING MAKE UP: 1/8"ANNEALED WINDOW WIDTH (MIN. 3/4") (SEE NOTE 5, SHT. 1)
GLASS/ 0,090" KURARAY AMERICA INC. BUTACITE
INTERLAYER/ 1/8"ANNEALED GLASS W/0.39-AIR SPACEftbmt+mmok dA
USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F A8 W0g0 SCREW tl F&VAP#.Rn am
t4 &AN INTERIOR 1/8" TEMPERED GLASS INS ON ANCHOR
13 EXTERIOR FINISH 8Y OTHERS ' a E$m6n e
2 ' No 4975 —0
2 / 3 TATE •14
1 13 1/2" MIN.m
f� GLAZING SITE powu"RO VISM
Q AIS
c"`P"'u`Dow
Dy
12
GLAZING DEML M, ow*I+otwa
VENT
O 0,090""iYP. WALL THICKNESS ® 490 F FRAME
WALL itltgCNESS 0.070*TMP. (D 0.045*M. E o.05' MP. Ni �0
"N FRAME SA%iPARTING STOP D
n 15H.A.TYP. m m m
j WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WALL THICKNESS S
3.250 -2.459 0.552 If2•
Qp 1.383 0.725"
y L 2.527 2.424 0.940` 1 1/2"
I
0,354 �i
�-0.445 + s n
WELDED MITERED
CORNER CONSTRUCTION M
1 ¢ �
I
BILL OF MATERIALS
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NOTE: DETAIL 3 PROO ��'
1X PT WOOD BUCK
PARTING STOP EXTERIOR PERIMETER ® $Y OTHERS nw
i °
TO BE SEALED TO 1X PT WOOD BUCK 1,
we
WITH SIKH 551 SILICONE ® AI DO&