HomeMy WebLinkAboutProduct Approval (2) MIAMI-DADE MIAMI-DADE COUNTY
® 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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
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 oils tq meet the requirements of the applicable building code.
This product is approve�d as described
, and has been designed to comply with the Florida Building
Code, including the�Iigh Velocity Hurricane one.-
DESCRIPTIO : Series"PW7720A"Alum' um Fixed Window—L.M.I.
APPROVAL D CUMENT: Drawing . MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 1 10, dated 13,with revision D dated 03/16/18,prepared by manufacturer,signed
and sealed by Anthony Lynn Miller Pte' earing the iamDade County Product Control Revision stamp
with the Notice of Acceptanc umber and expiration d:-beami-Dade County Product Control
Section.
MISSILE IMPACT TING: Large and Small Missiesist t
LABELING: Each un t shall bear a permanent label wufac rer's name or logo, city, state,
model/series, and follow' g statement: "Miami-Dade CouCo trol 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 B ' '
This NOA revises and renews NOA#17-0614.11 and consists of this page 1 a evidence pages E- , 2,
E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
,L NOA No. 18- 430.05
MIAMI-DADE COUNTY piration Date: February1 ,2024
` pproval Date: August 2 ,2018
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer®NXI'rm spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega,P.E.
(Submitted under NOA No. 16-0629.14)
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
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7212,dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
3. 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 diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01) _
Manuel Per z, .E.
Product Controlner
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 51h
Edition (2014)and FBC 6th Edition (2017), dated 09/15/17,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test.Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property -Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
` Manuel PeV
E.
Product Control Ener
NOANo. 18 .05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez,RE
4. Proposal No. 16-0125 issued by the Product Control Section,dated 03/09/16,signed
by Ishaq Chanda,P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
7011720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1,titled'`Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13,with revision D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
Manuel Pere ,
Product Control Ex er
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
.NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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, and TAS 202-94
7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 611
Edition(2017),prepared by manufacturer,dated 04/19/18, signed and sealed by
Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61h Edition(2017), dated April
20, 2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated April 20,2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 17-1508 issued by the Product Control Section,dated November 16,
2017,signed by Jorge Plasencia,P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries,Inc. for their Series
ir
"PW-701/720/820"Aluminum Fixed Window—L.M.I.,approved on 10/124L7 and
expiring on 02/19/19.
Manuel Perez
roduct Control ExakLnfit
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES:SERIES PW7720A
IMPACT-RESISTANT FIXED WINDOW IDESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE VARIES,SHEETS 2-5 LARGE8581ALLMI$SILE
IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDINGTHE
HIGH VELOCITY HURRICANE ZONE C&=. gg•TIP-T6T�WID7M ,
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48-BUCK VADTH IS' WIDTH d6'BUCK WIDTH
DEBRIS REGIONS,FOR INSULATED GLASS INSTAL—ONS ABOVE 30' qy1/q•VIS)g� VISIBLE 45-V4'VISIBLE
IN THE HV42,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH :CCDUCT—SED
LIGHTLNOTH �1II LIGHT WIDTH,1 �"F'T>i/�:ylhe Fbrida
3)FOR MASONRY APPLICATIONS INMIAMFDADECOUNTY.USE ONLY ---� 8-12'MA%. —rf I 6"MAK. F.SHEET8 1 2• - Butfdn3C
MWAI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALSFFB,SHEE7fi I I F
D.
SHEET - FHSHEET9 1 Acapten<c Nu 16-04�.
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 tP'rdaenL- -
CONCRETEMASONRYUNITSANDCONCRETEWfTHMIN,KSi PER
ANCHORTYPE a-ai Ja,Y_PrOJm CaI
4)ALLY1000 BUCKS LESS THAN I-112-THICKARE TOBECONSIDERED A I C I ESHEETB
IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IFUNR IS SHEETS A BUCK SHEET? C �- G.SHEETS —--- E•C' JR-03/16118-UPDATED
INSTALLEDDIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTEDAS 2X I HEIGHT `L I_____ J BUCK I VALUES AND SIZES FOR
ARE 1.12'THICK OR GREATER.1%AND 2%SUCKS(WHEN USED)SHALL _______
-- HEIGHT — ?SERIES YPES SB,
BE WOOD DESIGNED NANO IN TANSFER IONIST STOTHE STRUCTURE. I' 93-1/q• SERIES NAME CHANGE TO
WOOD BU ENGINEER,(EOR)
RECORD.(AONSIBILRY OF L 831lq' I j
THE ENGINEER,(EOR)ORARCHfIECT OF RECORD,(AOR). 1Y MIO(. /l 'VISIBLE 1Y MAX. �' 611/q• VISIBLE '7720A FROM 720.
O.C. I ( LIGHT O.C. I VISIBLE I ,i LIGHT
5 ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE OEYOND WALL HEIGHT LIGHT HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I, % 96" Y ❑
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL I TIP I S'MAX. I HEIGHT
SEALING/FIASNING STRATEGY FORWATER RESISTANCE OF HEIGHT O.C. r v y
INSTALLATIONSHALLTR DONE BY OTHERS AND IS BEYOND THE I I }
SCOPE OFOF THESE INSTRUCTIONS.
1 I A. �Y� m
6)MAX.VC SHIMS ARE REQUIRED Af EACH ANCHOR LOCATION x W17
WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS T Q o 5= e� ❑
} I LL
CAPABLE OFTRANSFERRING APPLIED LOAD$.WOESISTLSUCKS,6Y I L�gyi 1-r-12"MAX.O C. �D-�{ Imo-12'MA%.O C. F,N I I 0 W E W
OTHERS,ON THE SUFFICIENTLY ANCHOREDTO RESIST LOADS 6-12°MA%: MAX 2'MAX IIS— V() ea .5
IMPOSED ON THEM BY7HE WINDOW - -+1 b'MAX,-.O.C. EW..Zv �� ❑
7)DESIGN PRE SURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYR FIN FRAME o j
A.NEGATNEDESIGN LOADS BASED ON STRUCTURAVOYCLE TEST ELEVATION ELEVATION ELEVATION aZ� E. O_ O
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. j �,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, W
STRUCTURAU CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS FIGURE 1:
PER ASTM E1300. 12'D.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK H W,
GUIDE TO SHEETS >aa5
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK S¢E FROM THE TABLES ON SHEETS 2-5. ®n Z e6
GENERAL NOTES.-....................1' ANCHOR SPACING TO BE 6'MAX FROM CORNERS AND I2.O.C.MAX FOR ALL CURVED FRAME N
8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS...._..._..._...._...._...1 MEMBERS,SEE FIGURE(,THIS SHEET. F'
m
RES ISTTHEWINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS..._.._...__._....25 0 Z
PRESSURE THE 33.0%STRESS INCREASE HAS NOT BEEN USED W DESIGN PRESSURES...._._..__...:2-5 1TO.C. I-. WIDTH —I F—mons-1 F—WIOTry-1 I--WIDTH ¢ ❑ Z 7.
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALL/1TION,FLANGE..__.._..6 MAX i- r—— — —I —-I ol r— —-) qZ J
USED FOR ME EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG.— ,/ T } N
THAT COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALSHALATION,INT.FIN A...,.....8 0 LU
FORLMEET THE COFIROS ON RESISTANCE.
OF THE FLORIDA BUILDING LADE INSTALLATION.INT.CORNER ASSEMBLY FIN
B___...•10 /� Iy I t OXWnE%TRUSIONROFILES......_.......10 „ t st LL9)REFEAENCES:TESTREPORTS FTL-3835,38587212818-7763;ELM PARTS LIST................-......._.._10 _
ULTRACON NQA;ELCO CRE7EFLEX NOA ANSVAFBPA NDS ` r/
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE I: I 1-- WIDTHS I---WIDTH-1 I--WIDTHS I--WIDTH---I - ��.`1 YLYN .'moi
10)THE 7720A SERIES WAS FORMERLY CALLED THE 720!820 SERIES. TM 6C9C1�1� SI. T r—— ——� T ——, T r— —� T r , ���-��'�NiGENsp�iC�
a 2 w� o1: rf �� ��
CODES/STANDARDS USED f ]It6'laml tb-An-,090-PVS-3'6•X5 -2 ul i i _*: .0.58705
X2017 FLORIDA BUILDING CODE(FBCL 6TH EDITION 2 ]/18'Lams 3'18•ILS-.090'P✓B-3'16'KS) 3 1
ASTM E13DD-09 3 1-1/16'LamI,IG 16'T-T/16'./-3H6'An-.090'PVB-7116'MS 2 L— J L J =�•L///l _
.ANSIIAFBPA ND54D75 FOR WOOD CONSTRUCTION
4 1-V 16z U-1.IG 16'T-WIT Air-XIV HE-.M'PVB-WIV HS) 3
ALUMINUM DESIGN MANUAL ADM-2015 5 11 LI I'AP-,090'SG-Y16•An 0 1- VADTH� Imo' WIDTH»-1 WIDTH—i {`WIDTH—) �O•.• ST TE tp�:
MSI S100.12 8 7/76'Lemi 16-HS-.090'SG•3/16'X5 5 (--- ---� r--- r— —� n
�.o r(
-SC3STEM T 1-1lly URARmI.IGI3/16'T•AS'INAil RLAYAR-.090"SG-WICRAYA E d l� �IJA
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8 1.1/16"LaM.IG 18"7-7116"ATI-3/16"X5-.D9D'SG-3/16'X5 � k '�SONALEN�`�
T70SSYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB •SG'='KURARAY'IG W 10'GIAS�INT-3116'R"BY KURARAY AMERICA INC, fi 1111111/11
KINETIC ENERGY IMPACT LOADING REQUIREMENTS KINETIC ENERGY REQUIREMENTS OFF 'PVB'='KURARAV TROSIFOL PB INTERLAYER'BY KURARAV AMERICA,INC. ALYNN MILLER,PE.
ANSI 237.1 WHEN USING GLASS TYPES B OR 8. 69705
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Yn'i- —_—zD;:p0 D m.r• CEPT.OF AUTH.439296 COiRICMAL03O7PCTWOUSAIE&INC.
21 LRGHz0N wC CC �S.y(n
O .
FIXED WINDOW INGUIDELINES 4/12/13 y
�" G(•+'•..,. ;��J�`�: DESIGN PRESSURE TABLES 4 S3•J ROSOWSKI o u
i���R...F• �` PW7720A y NTS 5 O 10 MD-7720A.1 0 0
TYP.ANCHOR TYPE.
7X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING.SEE DISTANCE DISTANCEPER SUBSTRATE TYPEC TYPES EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
EMBEDMENT IX WOOD BUCKSTRIP,
INSTALLATION -=�_ -- --_— �` 1l4'MAX SEE NOTE 2.THIS SHEET
TYPE
FJA
_( ��L BEOMENT 1 6HIM
\`_ T
----�-'� �-- f TY TYPE.E AND
EDGE DISTANCE ER SUBSTRATE ' DLSE7pAGNEC
E I•RODUCf REYISFD
SEE TABLE 8.THIS SHEET ; c mmyd7iq wiW We Ff¢dn
---- - - DISTANCE B .,`T�1 BM1J1� pA'✓D.
�1/4'MAX •+ (A \ E Dia
SHIM 1 .1
By
g USED FOR ALL ( j III� �' ,.• - NO CHANGES THIS SHEET.
SIDES OF " i
8 ARCHITECTURAL 11 'Ii\� $
SHAPES o 11-718• EXTERIOR
29 O.C.MAX.
CONCRETEICMU � 11 '
PERANCHORWeVIOWBUCIGKHWi IWDTIDHT-H2-314'
REQUIREMENT WiNDOWBUCKWIDTH�
-
CONCRETEICMU n Y ❑
WINDOWEXTERIORTIP-TQTP WINDOW WIDTH PERANCHOft j - a N +•w
BUCK REQUIREMENT w 3
HEIGHT 1`3 INSTALLATION HORIZONTAL SECTION A-A }^ o Y `T� o 0
CO N o N
TIP-TO-TIP WISITE.
TABLE 8: - - O rYj VI r
HEIGHT VISIBLE N IN 11MAX AncMr Seba54eNIIMn.EmbeLment Maz O.C. O LL p 2 y 170
LIGHT SHIM SaTern Pire SG-0.55 9116" t-318' 12' S 6—
HEIGHT. Alt—fpW-T5m 318_ 0.063"" 1£ U U o pa O
WINDOW H2 aR144105S Screw A36 SW 318° 0.053'• 12' 1-Z v r7
BUCK 8 -T SYel Shat O 33,m 318' 0.045'18 Ge 17 0 2 z
HEIGHT• SaRcrn Pine BG=0.55 S/16' t.118° 12' m p
O
2-yP EXTERIORA4rrimm G063-Ti I m 318' 0.067" 12 `'-2 FQ LL
ELF-ORe11NG Y72or014SIeelSvcw(lam A�Skel 310' 0.063" 1Z O
).SEE TABLE Btee15 Gr.33 rteA 318" 0045.18 Ga' .1t Z
HEET uLM CMU,ASTM C90 Z-1/2' 1-1!4' 17 F O
1/4'41OSSCn FkX $, fD I+ay;
MtAMi-DAVE APPROVED MULLION Concreffi Orin.3.35 k) 1' 1-314' 12' a
SE
PERATE NDA),ALUMINUM,STEEL FRAMING Concrete Art 2.85k 1' 1-314' IT ®9 - J 1n
OR STEEL STUD.SEESUBSTRATE IM"Sbel US— C—II,Imm 2B5 2-1/2" 1-y8' 12•
21 PROPERTIES,TABLE 8.THIS SHEET te0 ASTMO Z-,(t 1-114• IT O f Z
B 5/16'SIxIIArecon ColwreR Irin.3.5lot 1-1l4° 1-314' 17 'a 2 Z "='+
F A�
U ASTM 1:80 z-12" 1.314" 1T p S W Q
5 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE > C7
1-//4'MAX SHIM %%GROUTED CMU'VALUES ANY BE USED FOR GROUTED CMU APPLICATIONS. F W
+ ALL HEAD TYPES APPLICABLE L� X
_ x LL d
It-
\\ •,\\\� 4 1XWOODSUCKSTRIP, INSTALLATION NOTES� 1 SEE NOTE 2,THIS SHEET 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMSEDMENTANO 1``7111111111•rl///T
• CONCRETE PER EDGE DISTANCE LIMITS.
EMBEDMENT ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS*IX'.ARE BUCKS WHOSE TOTAL A1a'>+r21 Mn.Fr Mn.F„ ��•.= •'.tn��
_ REQUIREMENT THICKNESS IS LESS THAN I-12'.lX WOOD BUCKS ARE OPTIONAL IF UNRCAN Steel Screw D2 ki 120 No.58705
SE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 41US— DOW 1101m -#: L*^
• RX'ARE 1-12•THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF Elm l&raC4rtD 155W 177k -�'L(
I• WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
INSTALLATION �---• EDGE -1 ANCHOR TYPE,EAOSEOMENT AUTHORITY HAVING JURISDICTION. 41DSSEt C.%F6XID 127.4k 189.7k ��•, V. 0
DISTANCE AND EDGE DISTANCE PER 6063-T5Ala— 16 Kat 22k Qom•,, ST lE <(/
TYPES SUBSTRATE,SEE TABLE B,THIS SHEET SIZE TO PROVIDE FULLSUPPORTTOTHEWINDOWMFRAM RSK-LL BEOFA �33 to StA Mki 45k SB km '/�SS/ONAIE�G��`
VERTICAL SECTION B-B
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOWOR
MULLION NCAAPPLIES TO WHOLE SYSTEM A LYNN MILLER.PC
P.E.O 58705
TYP.ANCHOR TYPE. INSTALLATION INSTALLATION
EDGE EMBEDMENT AND EDGE
11
WOOD BUCKSIRIP DISTANCE DISTANCE PER SUBSTRATE,
TYPEG TYPEF EMBEDMENT
.11I MING,SEE SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET -- --- --- IWMAX 1X WOODBUCKSTRIP.
EM13EDMENT SEE NOTE 2,THIS SHEET
INSTALLATION = 11 `�.� 1 ~I Imo—SHIM TYP•ANCHOR TYPE,EMBEOMENTAND
J _ EMBEDMENTEDGE
TYPE = —,--_., --- EDGEDISTANCETABLE 9.
SUBSTRATE. 1 ! DISTANCE 14WUCTNcVISTD
EDGE 6 SEE TABLE 9.TM5 SHEET I I eyry-4virg vWlh}'brida
DIn14cq a'e.
- - DISTANCE 1�`' Auxplsoe 1>ula'Da3L2
/ld•MAX 2 ` Ery0a0osT)Ya
2 SHIMB7 - P
12 USED FOR ALL NOCHANGES THIS SHEET.
SIDES OF 11 EXTERIOR t /
8 ARCHITECTURAL •• �I .• 4
EXTERIOR 511APE54$11-718' ,. 4 V
29 O.C.MAX. VISIBLE LIGHT WIDTH -
CONCRETE/CMU I �WOrDOW Bl1CK WIDTH-2-7/4`
PER PNCHOR WINOOWBUCKWIDTH
_ REQUIREMENT
WINDOW HORIZONTAL SECTION C-C EPFRoa W a .°
INSTALLATION m
BUCK REQUIREMENT K
HEIGHT TYPE H 0
TABLE 9:
IA'
MAX Arella SlDsbet Mn'E*'. Mn Erlbeanlenl Max 0.C:
SKM S i W n
e
VISIBLE A"'South— 60 SG-0. 9116' 1-3/8' t7 p J o g n Z k 0
....- Alum 606375 rtin. 37B' 0.067'• tY Z U-ro ^ W."""'I
UGHf - . a 014410 SS SawS So WO
HEIGHT= 9 A365�e1 mm 3/8" 0.063•• 12-
012 W`-
hW G. &B' 0045'18 GB' 17 w
WINDOW S012xYn Rre SGS 55 9116-. 1-318' 17 F-W a 7 ^
BUCK AhOri 606175 rlin 3!B' 0.083-' 17 G 2 O
HEIGHT- i IXTERIOR 012a014SMeISaw G51 m Z
i
STEEL SEE
E ( A36 SIM
31B' 0083" 17 O O
2- �7 SMS(GS).SEE TABLE SM. NO' 0.045`18 Ga' 12' f Z`� F Z LL
9.THISSHI cT 1/4'410 SS Cre&Flaz rouLd 2.1(7 1-1lC 17 g O O
MIAMI-DARE APPROVED MULLION(SEE CmOreM I19n 3.35161) .1' 1-3/C l7 Q
SEPERATE NOA),ALUMINUM,STEEL FRAMING Cancreb Irin.285 wi
OR STEEL MO.SEE SUBSTRATE 1!4'9mel I.B/xa0 COneref0[,in 281I6I 2-1/l 138• t7 W�" Z Q
PROPERTIES.TABLE 9.THIS SHEET Cf C90 2-12• 1-114- 17. (>" }-' NY
I 2T 6 5'I6'SIe¢I Utracon C—� mn 35}W 1-1/4• 13'4• 17 0 Z Z
CMUASTMG 2.117 13/4• 17 ❑ O
MIN.OF THREADS BEYOND THE METAL SUBSTRATE < Z w a
'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 4 7
171% ALL HEAD TYPES APPLICABLE. 0 J n
r/4:MAXSHIM - u007 W O
INSTALLATON NOTES• e$
ILL W a
1XWOODSUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND
SEE NOTE 2,THIS SHEET EDGE DISTANCE UNITS. Material Mn.Fy Mn.Fx 11 rill'
T F\\ 2.WOOD BUCKS DEPICTED ON THIS SHEET A.S'1%'.ARE BUCKS WHOSE TOTAL Stw Saw' 92161 120 km
1 CONCRETE PER THICKNESS IS LESS THAN I.IR•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 4105.— 90 k 110161 x,��1�.• 1?CENgF (�
EMBEDMENT I ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTEDAS Elco UtraCorM 155161 177 k51 `.'• '•.13
' REQUIREMENT 7X'ARE I-I/7THICK OR GREATER.INSTN.IATONTO THESUBSTM7E OF 410 SS FJc0 Cre0eF1¢r® 127.4 ksi 189.7 ks �.: N0.58705 'la-� WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 80B3T5 Nurim0n t6 is 22 Vii _
_ AUTHORITY HAVING AIRISDICTON.
INSTALLATION EDGE A30 Sled 36 kw 56161 �
�TYP.ANCHOR TYPE,EMBEDMENT SFORATTACHMEM TO STRUCTURAL MEMBER SHALL BE OF 6.735tee1 S9d 33 k11 45 W �Q. YEE F
TYPE _
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THEWINDOWFRAME. !.tx''•
SUBSTRATE.SEE TABLE 9.THIS SHEEP
VERTICAL SECTION D-D 4.F APDL CABLE LOWER DESIGN PRESSURE IRON FlTHER W NDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM. rr/!1I 111111 Ll
A LYNN MRIER,P.E.
PE158I05
FIN FRAMES ARE ONLY TO BE USED
2XVAOOBUCKSTfJP INSTALLATION WHIM GLASS TYPES I.a(P,1B INSTALLATION
TYP.ANCHOR TYPE, INTERLAYER),NOT TO BE USED VAM
EMBEDMENT AND EDGE EMSED14EW OR FRAMING,SE TYPEJ TYPE IC
DISTANCE PER SVB£TRATE, NOTE 2,THISSHEET EDGE GLASS TYPES S3.lSG NTERtAYER).
SEE TABLE 10,THIS SHEET ---- DISTANCE I 1/4'MAK EDGE DISTANCE -+I
^\ .._. EDGE 1)((`:, SHIM
INSTALLATION �� % DISTANCE I, F(� 2x wood eucicsTam ){1'1"ii
11:11 2X WOOD BUCKS7RIP OR FPMIINO,SE '(;'I''jli
TYPE _ I•il'ty ORFRAMING,SE :1j1; il' ?ROOL'CT REVISED
)!
NOTE 2,THIS SHEET 11`%•f i NOTE 2,THIS SHEET
11i,�,;�f z, nay wi01:6e17trida
- 1, TYP.ANCHOR TYPE,EMBEDMENTAND Ii 1) A`i1ms
EDGE DISTANCE PER SUBSTRATE,
1/P MAK ) , SEE TABLE IO,THIS 6HET I {
3 SHAM ' t fi /}I B
EMBEDMENT I i` i ''t I Af�vS de Aatux
/ 3 ` i 1 EMBEDMENT
12 USED RALL I Il, !y 7 1I! NOCHANGES THISSHEEr.
SIDESARCHITECTURAL
I— !(�I;/• ! i .:,I
EI(TERx)R SHAPES4911-7/3' - 'r
a i D.C.MAX.
11 EXTERIOR
w518LE UGHTNMTH= to ❑
WINDOWINSTALLATION WINDOW BUCK WIDTH-z-3ra• 5 > a `�
HEIGHTTYPE LBUCK . WINDOW BUCK WIDTH O o4 p �J
EXTERIOR 11d• NO Q�
MAX. HORIZONTAL SECTION E-ESHIM J n .W Lr
VISIBLE - Z IJ+.m ^rs J '
LIGHT B S w �,L1 W
HEIGHT= 00 6 Y�
WINDOW STEEL SELF-ORILUNG VU Z 1 �<
BUCK f i EMS(G5L SEE TABLE TABLE 10:. W 4 L7 3
HEIGHT- 10,THIS SHEET AMbof Substrate NSD.Edge Max O.C. >`-' oZ G
Distance Spacing Z O
2-112•x.113'Box Nail Sotmern Pine(SCr0.55 5116' 5' Q~Q O
MOWLDADE APPROVED MULLION(SEE J
SEPERATE NDA),ALUMINUM,STEEL FRAM1LNG 2-1/S x•131'Corirron Nall Southern Pine SG-0.55 3/B' S J m
OR STEEL STUD.SEE SUBSTRATE 2-1/Y .145'H'fofln Nall Sou0lem Pine SG=0.55 318' S y+ F
PROPERTIES,TABLE 10,THIS SHEET SOUNem Pine SG=0.55) lIr S a K; Z Z 1»`�
0.083'Alu 6063-T5 n'in. 5116' 5' m p
#10 x 1'Steel Screw(C{)' C -
1/16'A36 Steel 5116' SKST H Z
21
0.045"(18 Ga Steel Stud Q 13 5116' S o g
8 OR FRAMNGCS ER- MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE < ZZS 4 aQ
"wo SU
NOTE2,THISSHEET O S W N
5 �1l<•MAK SNIM W ❑ Z r
O X Z
-- NSTALLA710H NOTES: LL li IL
INSTALLATION -""-"-� --_' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
1
\ EMBEDMENT AND EDGE DISTANCE UMRS. 1`11111 II I II,/�//'
TYPE J -' -C �� Material M.F, nen.F. . �(LYNN
__. EDGED;DISTANCE 2.FOR ATTACHMENT TO METAL•THE STRUCTURAL MEMBER SMNLL SN.fx SClew, 92k5 120 id ��.t,•Z`O tJSF /((m,
BE OF A SIZE TO PROVIDE FULL SUPFORTTO THE WINDOW FRIJf.'.
60S345Ak.1— 16k5 22 k9 Z:• '•.'p
TYP.ANCHOR TYPE,FIABEOMENT 3.IFAPPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A36 Street 36 ksl 58Ini �' Na.58705
I-•�EMBEDMENT+ AND EDGE DISTANCE PER Cy.33 Sled Sud 33ka
SUBSTRATE,SEETABLE 10.THIS SHEET WINDOW OR MULLION NON TO WHOLE SYSTEM. _
.D a-
STAT OF :r•k/;
VERTICAL SECTION F-F O�LK AZOR10?: G=
NAL� ` i
///111111111`
A LYNN MRLER,P.E
P Ei SeTaS
I
' Y
EDGE DISTANCE TYRANCHORTYPE, - FINFRAMES ARE ONLY TO BE USED
2X 4(
VAOO BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1PVB
WOOD
DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER).NOT TOBE USED WITH INSTALLATION I�EMBEDMENT
OR FRAMNOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES Sb.(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION - -`. i-sr_--`
TYPE M EMBEDMENT I`1/1'MN(SHIM
IX WOOD BUCKSTRW.SEE i Vii:
2XWOODBUCKSTRIP NOTE 2.THIS SHEET ,+ �CIXICC REVI56D
!pIIII 1OR FRAMING.SEEBdtEvgCaekV 1/ I NOTE 2.THIS SHEETS1L ;'kt TIP. EDII STANCE,RSUBSTRAE,3 SHIM i j% EDGE DISTANCE PER SUBSTRATE, BT
I,1.✓� Kl�
BEE TABLE 17,7HIS SHEET 12 USED FORALL ti NO CHANGES THIS SHEET.
SIDES OF EDGEl 3SKAP )�.t�)l i.5 -TrcrDISTANCE j I I; I I •'EXTERIOR 29itl __- _ �Gl�)• EDGE
DISTANCE _
11
INSTALLATIONCONCRETEJCMu i `^ z
WINDOW 4 11 PERANCHOR j
SUCK TYPED VISIBLE LIGHT MOTH= 5 REQUIREMENT 3
HEIGHT EXTERIOR 114' mNDOWBUCKWI0TH-2-34'
SMAX WINDOW eUCKmOTH IXTnRroR HIM
�N ? alb N
p P$ y n
vIs1BLE - HORIZONTAL SECTION G-G o o a` z y d
LIGHT LL v o Lu y
EIGHT- I STEEL SELF-0R�ING TABLE It:
9 V U d oa O
WINDOW ( SMS(GSI.SEE TABLE SUbsbate Mn.Edge Mn.FmbedmeM MBK O.C. W Z
BUCK 11.THIS SHEET Distance S ci ~W I.7 `Tun
HEIGHT- 11 Southern PineSG=0. 9/16' 1-3/8' 6.2' c> a Z o
2.3/4• I AkN1i 6063-T5 nirt 318' 0�0f3" 6.2' Z°°.' O
MU1MI-DARE APPROVED MULLION(BEE #12a 414410555L:(fW A36�� 310• 0.063"• 6.20 ~ p
SEPERATENOA),ALUMINUM,STEELFRAMWG Steel Gr.33 rin. SIB' 0.045 18 Ga 6.r on
OR STEEL STUD.SEE SUBSTRATE FQ- aar
PROPERTIES.TABLE 11,THIS SHEET So1Mon Pine SG=O. 4116' 1-310' 6.r m
#12 a 414 Sleet Screw(GS) Akmi 6063T51rin. 316' 0.063• 6.2' »A 2 Z
A36 Steel 3r8' 0.063•' 6.2' p H
318" 0.045'18 Ga 6.Y 3 r Z
21 ailed CMU ASTM c 2-112" ,-11a^ 11.6' p
6 7/4.410 SS CreteFlax a ED g a T
Carlcrele min.3.35 ksi 1' 1.3r4 11.6' o Z F
Concrete min.2.85 ksi 1' 1-314' 11.6' y o
5 -i114•MAX SHIM 1/4'SW Utracon Concrete rrin.2.85 ksi 2-U2" 1.318' 11.6' W III
p Z
Med CMU ASTM C-90 2-12' 1.114' 71.6• " Lx-i a
5/76'Steel lAbacon ConaLr$Tin.3.5 k51 1.1/4" 1.3/4' 17.6•
INSTALLATION ------ 2-1/2' 7.314" 11.6'
TYPEN - ---�--_ �1%WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. A'L 5
-j' %�-� � SEE NOTE 2.THIS SHEET 'UNGROUTEO CMU,VALUES MAYBE USED FOR GROUTED CMU APPMCATIONS. \"",I1111
ALL 14EAD TYPES APPLICABLE. >` V LYNN
oN........•M�
INSTALLATION NOTES: `�`� •-�1-�i
EMBEDMENT . 1,USE ONLYANCHORS LISTED ONTHIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. '• •.
•: • LB4m M.F, M.F. No.58705
2.WOOD BUCKS DEPICTED ON THIS SHEETAS YX',ARE BUCKS WHOSE TOT/LL THICKNESS IS LESS THAN I-1/1•.1%WOOD
''WARE
CONCRETEICMU 1-1R-THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS
BU KS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS105crar 90 MI loksl -9 O I d'`
PERANCHOR EDGE` APPROVED BY AUTHORITY HAVING AIRLSCICTON. Eko LIV4torr9 ISS MI nnksi ��- SATE OF :-[(r�Z
DOSS EYOQabit% 1ZrA ky Ia3.T to
REQUIREMENT DISTANCE y T5ILn:e.m 141ai 22 em :�(C•':r;LORIOT.• G���
3.FOR WINDO FRAME.ENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTOTHE
VERTICAL SECTION H-H "ANDOwFRAME. D. ssea aw cru- %q,ONAIt\\.
4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM ERIIER WINDOW OR MULUON NOAAPPuES TO WHOLE SYSTEM. A LYNN MILLER,PE
PEDSaia5
TABLE t?.
It.. PGT Part uY Description Material 2.784 2.784 2.781'
.6 09d•—SII..— 03d'—�74_— 094•+l 1--
1 42530 Flanged Frame Alum.6083-75 ora• co, .074• 062- F .074' oe
2 4285 Integral
Equal-leg Frame Alum.6063-T5 731s+ 1 1.3]5•
3 4256 integral Fm Frame Alum,6083-TS 1.8 IS. .d70• s00' dae• I soo' 43e'
4 4255 7118'Lami.Glass Beading Alum.6063•T5 I t -11— -7—
+ 50P r^li�.850
CST— 1 2 1+ .QSO mu^ A,—.vPR�DUCrREVISED w
5 4254 I.G.Glass Beading Alum.60663-T5 I t.t2s wong µ
6a 4270 Installation Fastener Cover Alm.6063-TS fOF(/VLGEFRAN.E OEQUAL-LEG FRAME A NO IS�043D,O,L'
6b 4224 Installation Fastener Cover for Curves Rigid PVC Oral FRAME F+ro ^�- -"
8 4267 7116'LamL Glass Beading for Curves Alum.6063-TS BY
L'I s]9 f-- { �{ I� .xs L .970 �-- �—^I I� .345. nr
9 4269 I.G.Beading for CuRes Alum.606}75 rp�Ly �111I���Lay �{ 1.137•{-- �1��Ly �����jjj,,,
10 7051190 Gasket(at 1X)'comerjoints) Polyethylene - g7S ,I II ,075' I'7 I I .87s II II .B7S' II 11 NO CHANGES THIS SHEET.
11 TP24718 Vinyl Bulb WeaBlerstrip Flex PVC,Dum.65-/-1 II R9 u §DDD II U u u
12 61308K Foam Beading Tape �•--�-fl .0.W I-� 13P _pyo-JJJ I--.0513
13 Dow 791,699.995 or GE 7700 Beckbeddin Silicone .-�7ncwa I.G.GLASS
9 07/15"LAMI 01-1116•I.G.GLASS OINSTALLATON (g'GLASLAM` ING 99 BEADING
20 71552K Setting Block,Mono.3x16'x 7116'x 44 Neoprene,Duro.85 s/-1
CLASS BEADING BEADING FASTENER COVER �./FOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3116'x 13137 x 4' Neoprene,Duro.85 r/-1
4n Y ❑
29 76X114FPD Max 1-1/4'FH SMS(Curved Beading) Stainless Steel HOT4AELr ALUMINUM DESICCANT FlLL w n a
SILICONE gOryL. POLYISOBUTYLENE' Z 'aA
30 781 PDX 98 x 1'Quad PH SMS(Assembly) Stainless Steel - REINFORCEMENT SEAL 5n6'NOM. R' w
( y) STRUGNRAL ❑ e O
POLYISO- I.'NOht 3/16'NOM. SILICONE N +� N c,
75 Kommeding Kodispace 4SG TPS sr18-NOM. SEnI >n I — Ow N
BUTYLENE WITH STRUCTURAL BUM B L7 n c w
76 Quanex Super Spacer nXT See this Sheet for DESICCANT SILICONE DESICCAM // ROLL{ORMED Q w
77 Quanex DurasealSacer Materials `� FOAM WIiH /� �� ! FOAM/ /jl STAINLESS STEEL 0JO az :B
P �(l l` DESICCANT - j % i �! LL O �� J .ix ❑
78 Canal A-Ed e5 Spacer EXT,GLASS / 4 ' f Z ro o
9 P //}. EXT.GLASS</ 1/ EXT.G1A55—s'' % =W NI
"r.GLASS ,.
toGLASS INT.GLASS W. LASS 1/v/� �ZLu
Y
75 KDD XLE
45G TPS CE ]6 N%TSUPER SPPGER° - OSPARCER e' 78 SPAC RETM O Z p Of
O LL
U O
ASSEMBLY DETAILS F.1---j ASSEMBLY DETAILS g z
FLANGE 8 EQUAL-LEG FRAMES I FOR FIN FRAMES N < ;,,,s
®M z 1z ro
� o
ANGLEDICURVED ANOLEDICURVED O N Z
FRAME ASSEMBLY FRAMEASSEMBLY G Oz D —S
90'CORNER 9Q-CORNER ❑ W ry�c
1 I FRAME ASSEMBLY #..rD.
FRAME ASSEMBLY X O 5
V
1DC�i�> 10
ALLCORNERSTO 1 -Y ALL CORNERB TO 1 \LL1111IIIrr7j,I USE GASKET AoSORs r R
/ ,woaasEAIANr �.`` NS(LY♦ Ex7ERbR EOIIAL{EG FRAME No.58705I / EXTERIOR NGE FRPME EXTERIOR i O, 1EOUAL{EG FRAMEERIOR EXTERIOR I MftERED FRAME WITH eRQ00P TTE OF` ELDS AND EXTERIOR FRAME WELDS %T P,:•\2�
` FIANGEFRAME (SHOWN)OR CORNER KEYS AT a (SHOWN)ORCORNERKEYSAT
O SCREW BOSSES.SEAIANTATALLCORNERS 2)rlJl SCREW BOSSES.SEAWITATALLCORNERS
Q A L4tiuBIkLEltba
P.E.65B705