HomeMy WebLinkAboutProduct Approval (3) .AQ CVS
D 5 c r- 'e"',
MIAMI°DADE ML011--DARE 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.g2y1economy
PGT Industries,Inc.
1070 Technology Drive ��
North Venice,FL 34275 FILE
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 AIIJ(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.
DESCRIPTION:Series"PW-5520 Vinyl"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IWACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturees 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 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.
ADVERTISEiMIENT: 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 consists of this page i and evidence pages E-f and E-2,as Nvell as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.14-0930.25
NAMMA�NTY � i Expiration.Date: April 39,2420
,..,�
Approval Date: April 30,2015
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5520.0 titled "'Vinyl Fixed Window NOA (LM&SM)", sheets 1
through I1 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,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,and TAS 202-94
along with marked—up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No.ITL-7897,dated
08/01/14,signed and scaled by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511'
Edition (2014),dated 09/1.8/14 and 04/07/15,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. 13-0129.27 issued to E.I.DuPont DeNetnours & Co.,Inc.
for their"DuPont Butacite@ PVB Interlayer"dated 04/11113,expiring on 1.2/11/16.
2. Notice of Acceptance No.114624.02 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17.
anuel ez,P.C.
Product Contr E aminer
NOA No. -0930.25
Expiration Date: April 30,2020
Approval bate: April 30,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(coNTiNuED)
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/24.
5. Notice of.Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5111 Edition
(2014),dated September 27,2014,issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated September 27,2014, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon, F.E.
Supervisor,Product Control Section.
G. OTHERS
1. None.
Manuel L,P.E.
Product Cont r 1 E aminer
NOA No. 4-0930.25
Expiration tate: April 30,2020
Approval Date: April 30,2015
E-2
GENERAL NOTES:SERIES 5520 JAI
IMPACTRATING DESIONPRE'SUREIiATINO
IMPACT RESISTANT,VINYL FIXED WINDOW
GE 8 SMALL MISSILE VARIES PER GLASS TYPE.SEE
PAC7 RESISTANT TABLES 4-53,SHEETS 610
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE -
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.SUCK WIDTH SEE TABLES 4.13 MAX.BUCK WIDTH SEE TABLES 4.9
HURRICANE ZONE(HVHZ), (SHORT OR LONG SIDE) _ (SHORT OR LONG SIDE)
MAX.O.C.SEE 126"MAX.
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 8,SEE _ �" TABLES 4.13 "- 8'MAX. D,SEE __._ MWC•O.C.SEE TABLES 4.9 {}�
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET3 •,. SHEET4 _--� �--��'_,___:.'z• 4.ppmvcd onmrop111tgatlD to
LITE(CAP)MUST TEMPERED. --•�- —
•-1 Florldn ullringC
3)FOR MASONRY APPLICATIONS IN MIAM60ADE COUNTY.USE ONLY MIAMI-DADE VISIBLE AOAO•_ Tj}
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR � .... VISIBLE �,„-• —T�— LIGFCfW10TM M7°mtlocP[odu 1
EVALUATIONS WERE SOUTHERN PINE,ASTM CM CONCRETE MASONRY UNITSAND LIGHT WIDTH MAX.BUCK
CONCRETE WITH MIN.KSI PER ANCHOR TYPE. . HEIGHT.SEE --.. . ....... Ity
TABLES443 .�...
4)ALLWOOD BUCKS LESS THAN I-1/2'THICK ARE TOBECONSIDERED IX — (LONG ID
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SHORT SIDE) / VISIBLE ¢`
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER.1%AND 2X 1 VISIBLE
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A .. I / LIGHT - A.SEE C ` LIGHT C,SEE
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET 3 HEIGHT SHEET 4
ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR} / I
i � / Max aucK g
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR _ j HEIGHT,SEE p
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. 1 TABLES 4.8
ONGOR
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX,O.C. I I SHORT51DE) `r N •soy
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES i MAX.O.C. -}f
AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 4.13 SEE ^, a O o
6)MA%.1/A'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLES �...... CD
.......—._.. ...... (J�
11L
__, .....__._ q.g to N
IS NOT FLUSH TOTHE SUBSTRATE,USE SHIMS CAPABLE OFTRANSFERRING APPLIED "'" f II 1 ,MAX _
LOADS,WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLYANCHORED TO RESIST B�__._ 6-MAC — 4 Y'� D�— ~ _j O 78 0
LOADS IMPOSED ON THEM BY THE WINDOW. TYP.INTEGRAL FIN&J-CHANNEL z Y'li � ur0
TYP.EQUAL-LEGfBOX&
7}DESIGN PREssuaes: FLAC�IGE FRAME,90°CORNERSj_ FRAME 90°CORNERS U U x ~
A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME L------- ANCHQRED THROUGH NAIL FIN - LLJ Z O g (p 'ON
ANALYSIS AND GLASS PER ASTM E1300, �•- r 12S MAX. F- Op O yy In+40
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLE +L
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E7300. 6'MAX. -"� r-" !� -.-r - _ z a Z ` O r
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE g•MAX.
AX �`_K.;.��^""— r Q ¢ LL
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113% -_ I MAX' >W
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.5 O.C. W O
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX'O.C. MAX.O.C.SEE
SEE TABLES TABLES 4.9 TABLES SEEm O I»YS
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, J -� 49 Z IQF
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER •(\ MAX'O.C. T p O Z
SEE TABLES VISIBLE i W Z aoa
JURISDICTION.
VISIBLE 4.13 ` LIGHT
JURISDICTION. / LIGHT HEIGHT o LL uNi
—1
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON HOA;ELCO CRETEFIEX HEIGHT MAX.B� u�1 >• �
HOA;ELCOAGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITES SCK HEIGHT.SEE O Z w a
BRONZFAIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HEIGHT SEE TABLES 4.9 S U'
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PANDS&ALUMINUM DESIGN / TABLES4.9 (LONGOR aA!I '%sett rouo5
MANUAL LIGHT WIDTH VISIBLE SHORT SIDE)
ORE) LYNN
-_"" VISIBLESHORTSIDE)
—"""'
...............—. ......�a. UGHTWIDTH ```O 7/
11)PVB AND SG INTERLAYERS MANUFACTURED BY EA.DUPONT DENEMOURS&CO.,INC. I �� NY
AKAKURARAY AMERICA.INC. ..)-....- ...... t, B
8'MAX. _.i .....—......__..._._---._........
1
GENERAL NOTES.........................1 •}� . II II •.
ELEVATIONS_.........._._..------1 I —__....8'MAX. 1.25" j- ..._� F'� MAX.O.C.SEP TABL $4 --+�1�--.. 125"MAX. No.58705 *w
FRAME,GLASS&ANCHOR MAX.O.C. MAX
OPTIONS.._......................_.2 VISIBLE LIGHT FORMULAS IIF SEE TABLES 413 MAX,BUCK WIDTH SEE TABLES 4.9 �
INSTALLATION.FLANGE& WIDTH:BUCK WIDTH-4.3116' MAX,BUCK WIDTH SEE TABLES 413 (SHORT OR LONG SIDE) =
EQUAL LEG_.._....--...........3 HEIGHT:BUCK HEIGHT-4.3116' Itt���� (SHORT OR LONG SIDE) �F �Off•. NMP�'!411�0`5.
INSTALLATION,INTEGRAL FIN& TYP.INTEGRAL FIN& '••.F[O110-.•'G�\
TYP.EQUAL-LEGIBOX&
J•cHANNEI.......................b ••••••••-•-"'-- J-CHANNEL FRAME- OR .,S
GLAZING DETAILS.._.............__5 FLANGE FRAME(CURVED ANGLED CORNERS] �S 0NAV_
DESIGN PRESSURES...................6.10 ORA Lqq CORNERS -
(ANCH'O— _"ROGHNAL FIN�..
BOM8ASSEMBY........_........,11
A.LYNN MILLER.P.E.
P.E.069705
TABLE is
Glass
Type Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW;
Type Description #
7 7/8'Laminated I.G.:1/6"A Exterior Cap+7118"Air Space+6116•Laminated;(2)tiles of 1/6'A Glass vAh.090"PVD tntedayer 4 _
A=ANNEALED ....
8 718"Laminated LG,:1t8`T Extador Cap+71t6'Air Space+6118"Laminated;(2)Liles of 1/8'A Glass with.090•PVB Interlayer 6 'W-HEAT STRENGTHENED
9 718"Laminated 1.0-3116'A Exterior Cap+318•Air Space+&1S'Laminated;(2)Liles of U8"A Glass vAth•090'PVD tnisdayer 8 "r=TEMPERED
10 718"Laminated I.G.;3116"T Exterior Cap+318"Air Space+61161 Laminated;(2)Utes ofG 'PVB`=,090"PV8INTERLAYER0er 8
"SG"=aqw SENTRYGtAS Box OR
11 P Laminated LG.:1/8"T Exterior Cap+7116'Air Space+7116'Laminated;(2)Liles of 3liW A Glass with.094`PVB Intedayer 7 INTERLAYER EQUAL
12 1"Laminated I.G,:3116"A Exterior Cap+318'Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090'PV8 Intedayer 8 FLANGE tt LEG
13 1"Laminated LG,:3118"T Faterior Cap+318"Air Space+7116"Laminated;(2)Liles of 31W A Glass with.090"PVB Intedayer 9 I
14 1"Laminated I.G,;Still'A Extedor Cap+318'Afr Space+7/1S"Laminated;(2)Lues WNW A Glass With.090"SG Intedayer 10
16 1"Laminated I.G.:3118"T Exterior Cap+318"Air Space+7118'Lamhtated;(2)Liles of 3115"A Glass with.090'SG Intedayer 11 GLASS TYPES 14 er M"T
16 1"Laminated I.G„118"T Exterior Cap+7116"Air Space+7116"Laminated;(2)Utes of3116"H Glass With.090'SG kxtedayer 1217 1"Laminated I.8",:3116"TExteftCap+318"Alf Space+7118'Laminated;(2)Liles of3116"H Glass with.090'SG Inteday 13
FIN FRAMES.
TABLE 2.ANCHORS INSTALLEDTHROUGH FRAME �.. `..__.._
Min.Edge AAin. "MIN,OF3THREADS
,
Group Anchor substrate SUBSTRATE THE
0
Distance EmbedmenN
.. ou/xem is(SG= . 5) 1 1.316 STEEL STUDS,MIN _
#10 SMS FU-45 KSI. J•CHANNEL -' INTEGRAL. --
(steel,18.8 S.S. Steel,A36` 318" 0.050, t
_....
or 410 S,B.) Steel Stud,A853 Gr.33` 310" 0.0461"(16 Ga.) "UNGROUTED CMU'
um,6083451 318' �4.454" VALUES MAYBE
P.T,Southern Pine(SG=0.65) 7116" 13181 USED FOR GROUTED
d
3118"steal UEtracan Concrete(min.2.65 ksi) 1' 1318` CMU APPLICATIONS.
Ungrouted CMU, ASTM"0) 2.112" 1-114"
#12 SMS P.T SoOthem Pine{SG=4.55} 9118' 1318"
B (steel,10.6 S,S, Steel,A38' 318" 0,050"
or 410 S.S. Steel Stud,AM Gr 33" 310' 0.0451"(16 Ga)
) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN ABLOCK(SEE EXAMPLES
Aluminum,6083 T5" 3t8, 0.003' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLE$+13,SHEETS 640.
1/4'steel Ultracon Concrete(min.2.85 kel) 1" 1.3/4" LONG LONG LONG SHORT
C Ungrouted CMU,(ASTM C•90) 2-112" 1-114' SIDE SIDE---•---•►{ }. .-SIDE ---•---,.{ .{ SIDE t.-
1/4'steel Cretetiex Concrete(min.3.35 ksi) 1" 1.314' r- - - -I y - -- _.........i _r_....._ - T
114"steel Ullradarr P.T.Southam Pine(SG-0.55) 1" 13/8' �) (F r yY V M- ---
�oa, I
114'steel CreteOaxUngrouted U,{ASTM C-90} 2-112" 1414" L) h
y I NGD
P.T.Southam Pine(SO=0.65} 1" 1318"
D 114'steel P.T.Southern Pine(SG=4.55} 1" 1318' .. _..
Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2' LONG LONG LONG LONG LONG NPPmvcd al PMR20111:16
l� SIDE `"1 I` SIDE SIDE --t I-- SIDE SIDE a
"I t^ "I (+ l z Pluridn nlJtn 'od
114"sleet Uitracon Conorete(min.2 65 ksi) 2-112" 1314• I --- I`'- - 1 j I - I y w a u„re
U4"ateal CrMelex Concrete min.3.35 ksi 2.112" 1314' r- - T T NDA11
114"steel Aggre-Gator Concrete tmtn.3.275 ksi) 1-112" 1318" reo Epo I q I pwG �[ p, ( (�(/ ( U7UMleml a8"trata
fiN T' 10 F StR ! 74Gy n.YTABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FINN _..._ ._._
Group Anchor 8ub@rab Min,Edge Min.
Dldance Embedment, `�ti��4t1�LYNN A!/
E 2-i12 x.131'Common Nall P.T.Southam pins(68"=,55) 3!6" 27118• 1N ze, ri
2.1/2'Rkxg•shank Reding Nall P.T.Southern Pine{SG=.65) 316° 2-7116'
ti Qya:'''L}CENSF'•, p
P.T Southern Pine(SG-.55) 112' 1316" a wNo,58705 *f
#10 Trasshead SMS 4 VINYL FIXED WINDOW NOA(LM&SM) �� 9/9114
(sleei,18-8 S.S. Aluminum,6003-TS' 3t8• 0.064' _
or410 S,S.) steel Stud,,tlr.33 3t6• 0.0451'(tO Ga.) A GLASS/ANCHORS/FRAME OPTIONS ai J ROSOWSK( =-0 �=
F Steel,A36` 318' 0.050' Y1O if 3.15:fit
® -•" STA OF 4
P.T.Southern Pine{SG=,fi5) 4116' 1.31$' MIN.OF 3THREADS ...... �\ �
012 SMS Aluminum,8083.75' 316• 0.063" BEYOND THE METAL �T•OFAUTH,n2s288 N � , �,
H (etasi 18 8 S.S. steel stud,Gr.33' 318' 4.050' 3U8STRATE,FOR 1070 TECHNOLOGY DRIVE "• ',s/C7lVAl V�,•
a410S.S.) STEELSTUOS,MIN N.VENICE,FL 34275 ':+r111rx+I
steal,A36' Sill• 4.050' Fa=45KSL (941)484-1$04 DPW-5520 NTSji
20F11 q2° MO.5524.4 q A.LYNN MILLER,P.E
P.E.N 68785
INSTALLATION_DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION_2 INSTALLATION OPTION 3
ANCHOREDTHROUGHFRAME ANCHOREDTHROUGHFRAMEANDIX
INSTALLATION DIRECTLY INTO CONCRETFICMU. BUCKSTRIP INTO CONCRETFICMU-
.... SEE NOTE 2.THIS SHEET.
OPTION 1 EMBEDMENT - EMBEDMENT
ANCHORED THROUGH ---- _ 114"MAX.
rl--^EDGE DISTANCE __ 114'MAX.
FRAME INTO 2X WOOD SHIM
FRAME ORBUCKSTRIP. ..-���„— _ .._...-.1
2
4 SHIM `
SEE NOTE 2,THIS SHEET. "� r-' _ ..._.._._ .. EDGE
�\._.�.- � EDGE ` •:«�., 's:DISTANCE
FLANGE '+"�.�„� EMBEDMENT DISTANCE p• 6
-- � C.
FRAME �.._ T' .. •
SHOWN _ . .
........ .:.
.. , :: 1•THICK LG.._.. - TYP.ANCHOR TYPE, ,
TYP.ANCHORTYPE. ��
--
i14"MAX EMBEDMENT AND
2 EMBEDMENT AND EDLTE
a SHIM -' r: --1 (�� EDGERAE,SDISTANCE PER
DISTANCE PER •: IlJI 111,E_'�~� U
TYP.ANCHOR TYPE, SUBSTRATE, �•!
EMBEDMENT AND SEE TABLE 2,SHEET 2. ' __- TABLE 2�,SHEET 2
6 ..... •••EDGE DISTANCE PER l
L1 ........................ • ..
.. � ......0 SUBSTRATE,SEE °r .�'..:. .. �......................_� ��............_O �,.• �•
5 TABLE 2,SHEET 2. �p rf6'THICKi.G.
FLANGE EXTERIOR VISISLE LIGHT WIDTH -=I 7
V UAL-
EQGIBOX
FRAME
71W THICK 1.G. OTA_ SHOWN ----- BUCK WIDTH �--...__..—. FRAME
N
SHOWN
1)USE ONLY SUBSTRATB•APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION -----------------------
OPTION SHOWN MAYBE USED ON ANY SIDE OF THE
WINDOW,
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMI3TEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX
VISIBLE 1.112'THICK ARE TO BE CONSIDERED 1X —
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM p100R g125TEEL �-- I/4'MAX SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SMS(05�SEE _ _. .• I
BUCKS DEPICTED AS 2X ARE 1-12'THICK OR TABLE 2.SHEET 2.
GREATER.1X AND 2X BUCKS WHEN USE))SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. J
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM -....._;_ ,_S
C—.�
1"THICKLG. BEADING 70 BEADING, C� -- EQUAL _. .._ 4PPMC4 M COMPlylie2 nllA tM
FRAME --- l LEGMOX - :FlorldA uldrnrl od
6HOWNI FRAME Uota i!j
TYP.ANCHORTYPE, �..-�OL.._� c_•., .._..._._..... SHOWN O o 3VUAM
EXTERIOR EMSEDMENTAND EXTERIOR L��
EDGE DISTANCE PER
SUBSTRATE,SEE INSTALLATION v INSTALLATION
TABLE 2.SHEET 2.
EQUAL- OPTION 4 OPTION 4.
LEGIBOX ANCHOREOTHROUGH ANCHOREDTHROUGIi Si1��NV LYNN M'
FRAME 1/4'MAX SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN ....__. ti 's:�CENSF '•F•Q
to -
VINYL FIXED WINDOW NOA(LMBSM) g 9/9/14 1*' N0.58705
EMBEDMENT
., ..
F `�; J ROSOWSKI �I,$
4 y
FLANGE&EQUAL-LEG/BOX FRAMES ,2
J T
• VISIBLE FORMULAS •-, s Te F �;
INSTALLATION
WIDTH:BUCK WIDTH-4.3116' ® i�l�`•'• �LORLOP.•'•G�\�,
OPTION2 HEIOHT:BUCKHEIgHT-43116' CERT.OFAUTH.020296 ° �iSS'
ANCFIOREDTHROUGH •,-I- EDGE DISTANCE ry ^+o II/IIONAL tG't,��
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE I an I I r r 1 I t t L
CONCRETEICMU. VERTICAL SECTION B..-B N.VENICE,FL 34275 U :; A,LYNN MILLER P.E.
(941)-4801600 PW-5520 y ITS � 3OF 11 qx MD-5520.0 z. P.E.069795
INSTALLATION DETAILS.FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION _INSTALLATION
_ OPTION 6 OPTION 5 _-�{ 1w•MAX,SHIM
174'MAX,SHIM -�- ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENTFRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. {�— EDGE DISTANCE
ANCHORED THROUGH +J� FRAME OR SUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO2XWOOD EMBEDMENT 1 U NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE L I -
NOTE 2,THIS SHEET. ---- EDGE 1 3
EDGE DISTANCE "
DISTANCE _._.
J-CHANNEL
FRAME
SHOWNEMBEDMENT
1'THICK 1.G.
1 -114'MAX.SHIM TYP.ANCHOR TYPE, u� �_„-„,,,_.,,___ ,-,_,..
EMBEDMENT AND �"` .�a ������
TYP.ANCHOR TYPE, EDGE DISTANCE PERSTAz�amximxnmccn�s EMBEDMENT AND EDGE SUBRTE,SEE ........
TYP.
6 DISTANCE PER SUBSTRATE. TABLE 2.SHEET 2. _ ._.__ INTEGRAL TYP.ANCHORTYPE,
SEE TABLE 3,SHEET 2. (SCREW SHOWN) EMBEDMENT AND EDGE
q 6 (NAIL SHOWN) TSD 718'THICK I.O. 5 FRAME DSEE
PER SUBSTRATE,
'� SHOWN E TABLE 3,SHEET 2.
1,CHANNELEXTERIOR ------VISIBLE LIGHT W DTN --� (NAILSHOWN)
FRAME
-71W THICK I.O. NOTES: SHOWN
�._.._... BUCK WIDTH .......................
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3.SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS,ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FDC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. !4lY SE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES�7ABLES 2 8 3.3HEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD SUCKS LESS
BUCK VISIBLE THAN 1.112"THICKARE TO BE CONSIDERED 1X
LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
HEIGHT _ 114'MAX.
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. ��- 114'MAX.SHIM $40 OR H72 STEEL
WOOD BUCKS DEPICTED AS 2X ARE 1.1,YTHICK SMS(G5),SEE I _ SHIM
OR GREATER.I AND 2X DUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLYTRANSFER SHEET2.
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. d
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
—TTHICK LO. MEASURED FROM BEADING TO BEADING. piN PS'loA�vlBtHu
�tinx X ruml�a mro T
-- FLANGE MAY BE . ._....._..._...._ - plod AM C
_ x
.............
REMOVED IN-FIELD NOslo
OA
_ ..._..
' MOAN ..
INTEGRAL FIN o' EXTERIOR _ temt ePtadn
EXTERIOR 3 TYP.ANCHOR TYPE.EMBEDMENT FRAME SHOWN❑ _ D
— -AND EDGE DISTANCE PER RY
f SUBSTRATE,SEE TABLE 3,SHEET 7
INTEGRAL (scREwsnoWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
FRAME SHS ' INTO METAL.SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ��� .( LYNN,
SHOWN o c �1Z ...... yze
`Y�:' 1,\CENSE''•.'P
VINYL FIXED WINDOW NOA(LM&SM) ` 919114
*:' No 55705
INSTALLATION --'— —'-'' _
OPTION 5 _ _ i. DISTANCE ” _ =
ANCHOREOTHROUGH 7
INTBGRAL
FIN INTO 2X J-CHANNEL&INTEGRAL FINFRAMES'm JROSOWSKI =ro:� �=
WOOD FRAME OR �. `� VISIBLE LIGHT FORMULAS STA EO
--
BUCKSTRIP.SEENOTE2. WIDTH:BUCK WIDTH-4JH8' ® o- n� '�� F40RID .•'0
THISSHEET. I+— — EMBEDMENT 1HEIGHT.BUCK HEIGHT-4.3116" CERT.OF AUTH.029288 �� �5 .......... `J
1070 TECHNOLOGY DRIVE a a� '�,/0NA1_E,
VERTICAL SECTION D-DD N.VENICE,FL 34275 t;
A.LYNN MILLER.RE
(941)-480-1600 DPW-5520 y NTS i 4 OF 11 oz MO-5520.0 2 p.EA 58705
-� 7/8*NOM. 71VNO7/8'NOM. 7/8"NOM. �•+--
5116"AIA PVB -- ` 5116"A/A PVB- I 5116"AIA PVB•---- I I 5/18°AIA PVB...................
7116"AIR SPACE-----""' 7116'AIR SPACE-—- 318"AIR SPACE 318"AIR SPACE-- +Fprovad of tomF4,e4 w11h 16
Ffhip,IWfdloll 0
118"A GLASS 1/8'•T GLASS- 3/16"A GLASS--- 3116"T GLASS o0Z, 5
a/�- EXTERIOR EXTERIOR /,EXTERIOR �L EXTERIOR NOAG .
a \�-------- a--.-• ml Dade Pmd aC t
DURASEAL, DURASEAL, DURASEAL, - DURASEAL,
SUPERSPACER SUPERSPACER- 4 SUPERSPACER - SUPERSPAGER
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE
h
h
1. FA �- ,•NOIA -.� {+- ,•NGNL -.►I rc
II _._.......I.... ......
•�atl
7118°AIA PVB - 7116"AIA PVB 7/18"AIA PVB-............................._.. 7118"AIA SG
7/16"AIR SPACE- - 318"AIR SPACE - 318"AIR SPACE— 318"AIR SPACE } �, ol0n p o
1/8'T GLASS-- 3118"A GLASS 3116'T GLASS 3118"A GLASS p N �
EXTERIOR EXTERIOR EXTERIOR EXTERIOR z LL LL
a - - a a a---- % _
DURASEAL, DURASEAL, DURASEAL, - DURASEAL, U L) X y d
SUPERSPACER----- SUPERSPACER------ SUPERSPACER SUPERSPACER g .20
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER o l� X
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 .^"-z a zz a
z 0
OO 7aa45
�-
I'M K -►{ Imo• I'M 1"N -.�•� Z
I I I I Q �
7/16"A✓AA SG--.- _ 7116'HIH SG--- --- 7/16"HIH SG -- Ex19!!pR X z N
3/8'AIR SPACE 7/16"AIR SPACE— 3/8"AIR SPACE Z q
112'NOM.GLASS
3116"T GLASS 118'T GLASS 3116°T GLASS,--NBITE TYP. > a
75 OR 78 OR 77
GlAKTERIORG]EXTERIOR EXTERIOR - 381 '�rotl sau05
_ 7 8
SU ER PADURASCER- SUPERSPACER— SUPER�CER-- LYNN
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER ';• ucENSF •�Fp'%
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 8 No.50705
.....,......a. Sjh E
0,5
GLAZINa,N0TE5 GLASS TYPESI4THROUGH •• �rN�t`•'•.1,20RI'DF, `
A'•ANNEALED 17 MAY NOT BE USED WITH
*H'=HEAT STRENGTHENED is
J•CHANNELORINTEGRALRAI TYP.GLAZING DETAIL ,,�0AIAI.tt�;
'T"=TEMPERED •FIN FRAMES
'PVB*-.09V PVB
"SO'_.090"SENTRYGLAS A LYNN MILLER,PF.
P.I 68745
TABLE 4:
Window Design Pressure,(+!-psQ UsothIst
118"ACap-Airspace-51WA/A with PVB taca3s 7
WIndow Long Side(in) FABLE 0lMENSIONS MAYBE
OtmensioOnsWns 51,05 84 58 88 62 64 68 72 76 BO 84 87 ORIENTEOVERTIGALLYOR
18 +1-SO +450 +/S6 +160 +/5D 4!110 +1.66 +150 41•-60 _ +160 +454 +1.50 HORIZONTALLY AS SHOWN.
20 +150 +/50 +1.60 +140 +1.50 +1.50 +1.60 +1.50 +ISO +/-56 +1.50 +1.60 LONG
SIDE 'EPP�bveSxxcnmplylaR+r(tS1Iw
22 +1.50 +1.50 +450 +/GO +/•50 +/-50 +480 +1.60 +150 +/-60 +1.50 +1-50 (-+-• LONG SIDE •- Dula n1Gin C
24 +150 +1--50 +1-5041-60 +150 +1.50 +1.60 +1.50 +150 +1.60 +1.56 +1.66 Onln
NOh9 m
26 +156 +1•50 41-50 +1.116 +/-60 +/-60 +156 +156 +1-66 +1.56 41-66 +150 nanml woPmd pmt
SHORT
28 +150 +/SO +1.50 +150 +1.50 +ISO +1.60 +ISO +1-50 +1.50 +1•60 +150 SIDE 4y
30 +1.56 +450 +1.50 41.60 +1.50 +1.60 +ISO +1.50 +1-50 +1-50 +/-50 � SHORT
32 +150 +1.50 +1.60 41.50 +150 +1.60 +1.50 +150 +1.50 +150 - SIDE
0 34 +1.50 +150 +1.60 +1.60 +150 +1.50 +1.110 +/50 +1.60 a
36 +1.50 +15o +1.60 41.60 +1-60 +/-50 +/-SO
LONG SIDE -+-i
N 39 +150 41-60 41-0 +1.50 +1.50 +150 +/S0
40 +150 +1.60 +460 +150 +W +1.80 a
42 +150 +450 -0•60 +1-50 +t 50 MAX.OUGHTHEFPASPACING IFANCi#DPoNO MAIL D.C.SPAQNGIFANCHORING SHORT LONG
THROUGHTHEfRAME PERSHEET83&4 THROUGHTHEINTEGMEFINPERSHEEf4 SIDE SIDE
44 +/-50 +1.60 +150 4150 Y
46 +/-50 +1-60 +1-60 APPEIESTOA,O,COR DANCHORS APPLIES TOEORPANCt{OR5 co W
48 +150 +150 (SEETABLE2) (SEETABLE 3)
51.05 +ISOC.1> N tZ
d iso p c
SHIRT d � a
zz v om
TABLE& V ( d
Window Design Pressuro,(+/-psf) Use M table t,-Z m p to
118"TCap-Airspace-51161 AIA with PVB rcr"Pa 8 0 00 � � c .-
Z a-z va
WlAdow Long Sme{fn) ¢ w k
DImenslons 60,926 04 68 66 76 74 77 80 84 B7 82 97 99 z ¢1 m
32 +150 +156 +1.60 +150 +150 +1.60 +1.50 +150 +1-% +450 +460 +150 4/•50 -S F
34 +1-64 +460 4150 +150 +150 #156 41•50 4150 W-60 +1.60 +JSO +1-07.3 +1.46,7 eP p I'a
36 +150 +1-W +150 +150 +I50 +1.60 +150 +150 +1.60 +/-50 +/•47.6 +1.45.4 +/-44.6 Z
38 +/S0 +/50 +1.60 +150 +1.80 +1.60 +7.110 +150 +1.60 +1-49.1 +146.1 +1.43.8
40 +1.60 +1.50 1 +/-50 +450 +/S0 +150 +1.50 +150 +1•$0 #1.482 +446.1 W a 'S
42 +/fi0 +1.60 1 +150 +150 4150 +150 +1.50 +/50 1 +/49.8 +1-07A LL z
44 +460 4150 +1.60 +150 +150 +1.50 +1.60 +150 +1.48.9 a } 0
U) 46 +150 +1.60 +450 +/•50 +1.60 +460 +1.60 +1.49.9 0
is 48 +1-60 41-0 41.50 +/50 4150 +1.60 #150 olrt '�satl sa!3s
60 +1.60 41.60 +150 +150 +150 +150
52 +/-60 +450 +1.50 +/5D +150 MAX,D.C.SPACING THROUGHTHEFRAMEIF ANCHORING MAX.PERSHaTS3S3&A THROUGH0I
THEINEEGRAER PERSHEET4 NQTEs \��4� 0%�j ILYNN����i���
64 +1.60 +ISO +/•8D +/•50
66 +1-60 +1.64 +t50 APPUESMAB•CORDANCHORS APPLIESTOCORFANCIMS 1)SUCK DIMENSIONS SHOWN.
(SEE TABLE 21 (SEETABLE3)
58 +160 +/-50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 1 No.58705 *��
15° _
80.52& #1110 Fr. FOREANOlORS,4°FORFAfdCHORS NEXTAVAOABLE SHORT OR LONG OIM,ENSHIN.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2)
FIND THE SMALLEST SQUARE WINDOW SIZE IN "O
:` 0 0 �
•'•((/
THE TABLE($)ABOVE WHICH THE ARCHITECTURAL %�.5�'• SA • (,vim
WINDOW WILL COMPLETELY Fir WITHIN, F`S''•";<ORIOR.• Gtw�
70jq '0
A.LYNN hIILLER,P.E.
P.ER 68795
TABLE 6:
Window Design Pressure,(+1-psf) uselrt h
3116"A Ca -Ails ace-5116"A/A with PVB I Typ- Wo
3/16"TCa -Airs ace-5116"A/A withPV6 TTP '
TABLE DIMENSIONS MAYBE
Window Long sidep) ORIENTED VERTICALLY OR
Dimensions 80.828 64 66 Be 70 74 77 s0 84 87 92 1 97 89 HORIZONTALLYASSHOWN.
32 +1.50 +1.60 +/-60 4/-50 +1.50 +150 +1.60 +1.60 +1.50 +1-60 +1-80 W-5D +1.60 LONG Xppmreils�e"mpt}iugRlibOn
SIDE t7nrida uldiup-
34 +/50 +1-50 +1.50 +1.50 +1-60 +1-W +/•5D +/•60 +/-50 +1-50 +/-60 *60 +1.60 •- LONG SIDE O"ic 5
38 +150 +1.60 +1.50 41-50 +1.50 +l-50 +150 +/-60 +/SO +/-50 +1.60 +1.50 +/a NOAP
Mi"lal Dido Ptoduq -
38 +I-8D +1.50 +1-50 +1-50 +1.60 +1•50 4/50 +1.50 +I.50 +1.60 +1.50 41-SD
40 +1.50 +1.50 0.50 +150 +1-50 +1.50 +150 +1:60 +1.50 +/-60 +1.50 SHORT / By,
9�' ..
42 +f-SD +150 +1-60 0-50 +1-W +r-60 +1.60 +/-50 +1.50 +1-50 SIDE SHORT
_'_� ._.__. _.
as *50So 41-50 +1-W +1-60 +1-50 +1-60 +I-SO +1-60 41.60 SIDE _
'JI 46 +/50 +1.60 +1.5D +/•50 +/-50 +/-50 +/.SO +/-50 a
48 +1-60 +1.50 +1.60 +1-50 +1.60 41-50 +1.50N
LONG SIDE -.►I ......................... a
60 +150 +1.50 +1-50 +I-6D +/-50 +1-50 n
62 +150 +1-50 +1•50 +/•50 +1.60
MAX.O.C.SPACING IFANCHORING MRX.OX.SPACINGIFANCHORING T-
64
PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHUT4 SHORT
54 +15D +150 +1.50 +150 y LONG
68 +150 41.60 +1-50 APPLIES TO A.6,COR DANCHORS APPUESTO EOR PANCHORS SIDE �" $EpE
(SEE TABLE Z) (SEE TABLE 3)
58 +1.60 +/50
15' 3.S'FORE ANCHORS,4'FOR FANCHORS 0: O+ •S
80.928 +/50 p a� U) o0
M, 0C-4 KN
N
SHORT TLO A
J u?
TABLE 7' SIDE r� 0 ly �W coo
Window Design Pressure,(W.pef) X 6
lur Glass 1 j U -
118"TCap-Airspace-7116"A/A with PVB Type; Z !A Ola
Wiraw Long Sldepn) n wj m Y nxG
m
Dimensions 60.828 84 66 68 70 74 77 80 84 87 92 97 99 2 a Z 7}
32 +1.70 +1-70 41-70 +1-70 +/-70 +1-70 +1.70 +1.70 +1.70 +1-70 +1.70 +/-70 +1•70 v "1 2
34 +1.70 +/-7D - +1.70 +1--70 +1.70 41.70 +1.70 +170 +1.70 +1.70 +170 41.70 +/-70 z r-
36 +170 +1-70 +1-70 +170 +170 +1-70 +1-70 +1.70 +1.70 41.70 +170 +170 +/-70 ® � on W IaayS
38 +17D +1-70 +/-7D +1.70 +170 0.70 +/-70 +170 +1.70 +1.70 +1.70 +1.70 Z tY
40 +1-70 +1-70 +1.70 4170 41.70 +1.70 +1-70 +770 +1-70 41-70 +1-70 3: N Z
5 42 +170 +1.70 +1.70 +1.70 41.70 +1.70 +1.70 +1.70 +1-70 41.70 0
44 +170 +/-70 +/-70 +/-70 +/-70 +I-70 +1.70 +1.70 +1-70 0 ?� Il o
vl 48
+1-70 +170 +1.70 +1-70 +1-70 4/-70 +1-70 +1.70 <L
48 41-70 +1-70 +/-70 +1-70 +/•7D 4/-70 +/•70 Z to
60 +170 +1.70 +170 +1-70 +170 +1-70 j p O
62 +/70 41-70 +/-70 41.70 +/70 MAX MC SPACING IF ANCHORING MAX.04.SPACING IF ANCHORING ep} nsa0 seua5
54 N+1.7041.70 +1-70 +1.70 THROUGHTHEFRAMEPERSHEEr53&4 THROUGH THE INTEGRAL FIN PER SHEET486 +1-70APPUESTO 9,COR DANCHGAS APPUESTOFARCHORSN�LYNN58 +-70 (5Ef7ABLE2) (SEETABD's 3) . ` \Oj1)BUCK DIMENSIONS SHOWN.
80.928 sY
2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ No.66705
NEXT AVAILABLE SHORT OR LONG DIMENSION- - Wre
3)FOR ARCHITECTURALWINDOWS(SEESHEET2). �� : S ?wFINDTHE SMALLEST SQUARE WINDOW SIZE IN %0, ;• !U
THE TAEILE(3)ABOVE WHICH THE ARCHITECTURAL -.-4ORIi1l`.•'• •� ��
WINDOW WILL COMPLETELY FIT WITHIN. S, • •••• G
A.LYNN MILLER,P.E
ji REM 58705
TABLE 6:
Window Design Pressure,(+/-psi) UsoMIS taus
3116"A Cap-Airspace-7/16"A/A with PVB is 12
Window Long 6ide(ITABLE DIMENSIONS MAY BE T
ORnantlOM 69.649 8 71 T3 7B 78 80 85 86 88 82 88 99 ORIENTED VERTICALLY OR
32 +1.70 +1.70 +170 +/To +170 4170 +1.70 W-70 +f•70 +1.70 4170 170 HORIZONTALLY AS SHOWN.
34 +1-70 +1.70 +1•70 +1.70 W-70 1.70 +1-70 +1-70 +00 +/-70 +/-70 W-70 LONG
36 +1.70 +1.70 +1.70 +1.70 +1.70 4/•70 4/-70 1-70 +1.70 +1-70 4/-70 +170 SIDE edweonf0lyitgq>,y ,
I+Io,Wsaid-
40
C ppp
38 +1.70 +/.70 +1-70 41-70 +1-70 t!•70 +7-70 +1-70 +/-70 1.70 4/-70 +!-TO T-�^ LONGSIDE nid_ �p�:n�n�•Fj-
40 +/•70 +f•70 +1.70 +1-70 +1
O t1-70 4/-70 +1-70 +/-70 +1.70 W-70 +1-70 .70 NO`S
Miami do Prnldq
42 +/-70 +170 +1-70 1 +1.70 +1.70 1 +1-70 +170 +1.70 41.70 +/-70 +1.616 +/-66.7 SHORT
SIDE I BY.,1
44 -70 +1-70 +1.70 +1-70 +1.70 +170 +170 4/-70 a1-70 +!•69.9 +/•6&4 +/•63.7 t_ -4 SHORT
I _
46 +1.70 +/•70 +/--70 +/-70 +/-70 +170 +170 +170 +/-69.8 +1.67.4 +1.63.9 +/-61.7SIDE
48 +170 +1.70 +1-70 W-70 +170 +170 +1.70 +1.70 41.67.8 +1.65.3 41.81.9 +1-59.7 '
o:a
60 +1-70 +1-70 +170 +/-70 +I70 1-70 +!89.5 +/-68.6 +1.65.9 1-63.4 +/-69.9
62 41.70 +1-70 +1•70 400 +1-70 +1-70 +/•67,8 +1.66.9 +/-64.2 +1.61.6 LONG SIDE
�- "•�
64 +1-70 +1-70 +1.70 1-TO +1.70 +1-70 +1.66.2 41.65.3 +/-62.8 T-
SO
>
N a
66 +170 +1-70 +/-70 +l-TO +1.70 +/-69.2 +!•641.7 +1.83.8 SHORT f LONG a
67 +1.70 +1.70 +/--70 +1.70 +/•69.8 +/-68.1 tf-64 SIDE SIDE _
Y
60 41-70 0-70 +/•70 +/•69.7 +1.67 ............
62 +170 +/•70 +1$9.9 +1.67.9 +1.65.2 MAX.D.0SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING EY at
THROUGIITHEFRAMEPERSHEET53&4 THROUGHTHE INTEGRAL FIN PER SHEET4 C3 0)
64 +170 +1-70 +1.68,3 41.68.3 'T „oo p
66 41.69.9 41.68.8 4/-687 APPLIESTO 0,CORDANCHORS APPUESTO F ANCHORS RT --"- 0
(SEE TAKE 31 (SEETABIE3) SHORT O -�
6B t/68.4 +167.9 155, 4• SIDE OW-j $ 8
69. p
Z U LL t0 uaw cd
649 +!•87.1 U X N d
TABLE 0: 2 •oN
Use this leNa
Window Design Pressure,(+!-QsQ
for Glass d§ �
3116"T Cap-Airspace-7/16"AIA with PVB Tyco: 13 �z n:z � � w
window Long Side(In) o o
ORnonalona 69.649 71 73 78 78 80 85 88 69 92 96 89 F ro
32 4/40 +170 1-70 +1.70 +170 +1.70 +170 4170 +170 +1-70 170 41-70 pQ 1u ,ao„S
34 +1-70 +1-70 +1-70 +/•70 +1-70 1.70 +/-70 +/70 +170 4170 +/70 +170 Z
36 +/-70 +1.70 +1.70 +1-70 +1.70 +170 t/-70 +1-70 +1.70 +7-TO +/-70 +/-70 � z
38 +1--70 +/-70 +1-70 +1.70 1-7D +/-To +I-70 +/•70 1.70 +/•70 +/-70 +1.70 in W
u1 W
rim
40 al•70 + + ELZ
42 +1.70 +1.70 +1.70 +170 41-70 +170 +1.70 W-70 +1-70 +1.70 170 +1-70
44 +1-70 +1--70 +1.70 +170 W-70 41-70 +170 1-70 a/•70 1-70 +1-70 +1-70 Z W
46 +1-74 1--70 +/-70 +1.70 +1•70 4/-70 +1-70 +170 W-70 W-70 +/-To 4/•616 ? G
46 +1.70 41.70 +1.70 +1.70 +1.70 +1-70 +1-70 +1-70 +1-70 41-70 +1.68.8 +/-66.3 enu '�saG�fluos
F462 +1.70 +1.70 +170 +170 41.70 1-70 170 +170 +f--70 +1.688 +186.6 � Cl� LYN(y���`i��i'
NOTES; 4\GEN,SF'•.
N 64 0-70T0 +1-70 41.70 +17 W-69.60 +/•70 rJ•7D +/-70 +/•70 •69,fi Ap
1)BUCK DIMENSIONS SHOWN. '
66 41.70 +/-70 +1.70 +1.70 +1-70 a/•70 t/-TO +l-TO = I s4
67 0-70 +l•TO t1-70 +1.70 +170 +/•70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 58705 i
NEXT AVAILABLE SHORT OR LONGOIMENSKSN. �� r
so +/-70 +1•70 +1.70 +1-70 4170 41•70 --O '•" ,7 P LC
62 +1.70 +1.70 +1.70 +1-70 +170 MAX•O•C•SPAdNGIFANCHORINO MAX.O.G SPAONGIFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ••.
THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRALFIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE =,0,�'.• Si EO /C7:
64 41.70 +1.70 +170 +1.70
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL •'•.F40RION
nP.•'• �
APPLIES TO B,C OR D ANCHORS APPUWINDOW WILL COMPLETELY FIT WITHIN.
ESTOFANCHORS
66 +l•TO +1.70 41•70 SJ C1
68 +170 +1.70 (S£ETABIE 2) (SEETAOlE 3) /,fir,�NAi 1 1" `
15.5' 3.9°
69.649 +/-70 A.LYNN MILLER,P.E.
P.E.0 6905
TABLE 10:
Window Design Pressure,(+1-psQ
for Glass 14
3116"A Cap-Airspace-7116"AIA wish SG Type:
Window Long Side fn)
Dimenslons 69.649 Ti 73 76 78 80 85 66 89 92 06 99 TABLE DIMENSIONS MAY Be
ORIENTTEDED VERTICALLY
RTICALLY OR
32 +801-110 +801.10 +SO1-110 +801.110 +BO/-110 +801.110 +801-110 +801-110 +601410 +M-110 +801-110 +801-110 HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +601-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801.109.4 +801.108.3 +801.107.6 LONG �ppravnt e�ampllio8 eil6 t)+,
36 +801-110 +801-110 +801.110 +B01.110 +801-109.5 +801.108.6 +801.106.8 +801.106.6 +801.105.6 +801.104.7 +801.103.6 +801-102.9 SIDE plarld "1111411 C o
38 +801-109.7 +801.108.9 +801-107.8 +801-106.8 +601.105.8 +801.104.6 +801.102.7 +801-102.4 +80t.101A +801-100.6 +801-99.4 +8D/-98.7 LONG SIDE 10Onte
NOAH
40 +801.106.3 +801.105.5 +801-1044 +801-103.3 +801-101.9 +801-101 +60/-99.1 +001-9B.7 +801-97.7 +80/496,8 +801.96.7 +BW-96 -"�� irlieml deProd�N ito
42 +801-103,3 +80!•102.6 +001-101.3 +801-100.2 +601-98.8 +801-97.8 +BDJ•95.8 +601.95.6 +801-94,6 +801-93.6 +801-924 +801.90.7 SHORT
SIDE
44 +601.100.7 +801-99.8 +801.98.6 +601-97.6 +801-96 +801-56 +301-929 +80/•92.6 +BOf-91,6 +801.96.4 +841.87.1 1801-84.7 SHORT
46 +801.98.4 +801.97.6 +801.96.2 +80f-95 +881-93,4 +601.926 +60/•90.3 +801.89.9 +801.88,1 +601.85.8 +801.83.1 1 +801.81.8
0 48 +801.96.3 +SOI-96.4 +80/-94.1 +801.929 +80!•91.2 +801.60.2 +80148 +SO/•87.6 +801.84.6 +601.82.6 +80/-80.2 +1-78.6
60 +0-94.6 +801.93.6 +501.922 +80/30.0 +BD/49.2 +801.88,2 +SW86.4 +BO/•84.5 +00/•82.4 +SOI-BD.2 +1.77.6
......................... z
62 +8Gf•93 +601.92 +80130.6 +BD149,2 +60/47.4 +80/•86.4 +WI-813 +80/-82.8 +801.80.2 +1.78 LONG9IDE -+-{
m 84 +801.91.7 +801-90,6 +80149.1 180/•87.7 +60145.8 +80144,7 +801-91.3 +60140.4 -+/-7&1
56 +801.00.5 +80/49,4 +80/•07.8 +80146.4 +60!.64.4 +801.83.2 +1.79.3 +178.5 SHORTLONG
S rc
�°
67 +8W90 +80148.8 +601.87.2 +80%85.6 +80143.4 +60142 +176,4 SIE SIDE -
w .1. Y
60 +80/•87,2 +601.86 +801.04 +601.626 +801.80.1 +/•78.6 I_ ..._.__�___...._ j
> .- N •�aa
82 +80144.6 +801438 +801821 +Sol.80.4 +1-78 MAX.O.C.SPACING IFANCHORING MAX,O.C.SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET
64 +801.02.9 +801.82 +00!.80.1 +1.784 > tom. "LaO O c
APPUESTOB,COROANCHDRS i.7 N. � N
66 +801.81.1 +801.60.1 +178.3 a u�i
(SFE TABLE 21 NOT APPLICABLE SHORT O •7
68 +1.79.3 +178,4 GLASS TYPES 14 THROUGH
13,1 17 MAY NOT BE USED WITH SIDE O N-F o 2
69.649 +1-77.7 V.INTEGRAL 2 ��,U- M4�
TABLE 11: Ike Ws tads FIN FRAMES. m d am
WlndowDesignPressure,(+1-psQ o Y as OM11R
31161 T Cap-Airspace-7116"A/A With SG ror TG p- 15 z a z ate)
Window Lang Sido(n) y W LL
Z
Dimensions 77.70 79 81 S3 s0 87 91 94 98 99 104 107 111 O
AUAWABLE tAAX.O.C.SPAgNGIF
38 4601-110 +801.110 18011111 +801.110 +80!•110 +80!110 +80/•110 4801-110 +801.110 +801-110 +BW-110 +80!•114 +841-110 ANCHORGROUPS ANCHORINGTHROUGH O w Iwvs
40 +801.110 +801.110 +801110 +80'•110 +801-110 +601-109.9 +801-108.6 +•801-107.6 +8061089 +BD1-108.1 +801.104.8 +801-104.1 +80x•103.3 in 04
PER SHEETZ THE FBAIuff PER SHEETS
42 +W-110 +801•109.9 +801-108.8 +801.107.9 +801.108.7 +84!•100.3 +80/•104.8 +s0/-103.8 +601.103,2 +80/•100.8 +801.97.7 +801.984 +80V•84.5 D,CORO 13.r N
44 +80/•107.3 +801-106.7 +801-105.7 +801-104.7 +801-103.4 +80/403 +801.101.4 +80198.6 +8-88.7 +801.941 +84!•91.4 +801-90.3 +801.89.2 O W
48 +801402 +801.101.3 +BW-100,3 +00.2 +80197.3 +801.90.2 +841.92.6 +801-90.4 +80149.2 +801.87.3 +901.64.4 +80/•827 +0•80.6 p X d
60 +8-98,8 +80199.1 +80'•98 +601.96.9 +=-Me +801.93.1 +60149.9 +90147.7 +84/48.2 +801.843 +801.81.1 +1.70.3 +1-77 u
51 +841-98.8 +801.98 +801.90.8 +80!•95.8 +60/928 +801.92 +ecy-5&7 +841.90.4 +60145 +801428 +179.0 +1.77.7 +1.76.3 Z W a
64 +8- 0!9
98.1 +85.3 +801.94 +801.821 +80149.4 +0.8&S +&1.85.1 +801.827 +801-81.1 +1.78.9 +1.76.3 +/-732 +/-70.0 S p
c 56 +80f94 +80193.2 +80191.8 +801.90.1 +801.87.2 +80146.3 +0.828 +6-80.2 M-7&6 +1.78.3 +/-726 +170.6 a+Bi ''SBG as a
v 66 +801.81.4 +M-OD.8 +049 +601.87.6 +801.861 +SOI.84.2 +80160.6 +178 +/•7&3 +1.73.6 +1-70.2
61 +80147.8 +80/•x7 +80!45.3 +80/•83.8 +80141,2 +80140.5 +/•77.3 +1.74.0 +1728 +/•70.4 \``� ONV LYNN 441`!
w 63 +801.86.6 +80164.6 +801.828 +80141.1 +/•78.8 +178 +1.74.8 +1.723 +/-70.6 NOTES:. ��,. I�CENs •.Fq
64 +80!•84,4 +901$3.6 +BW-01.7 +1-8D +1.77.6 +1-78.0 +1.73.6 +1.71.2 1)BtiCicDIMEN610NSSHOWN. `z
68 +801.822 +80141.2 +/•7&4 +1-77.8 +/-76 +1.74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _
' No.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION. _ $-
68 +l-00 +1-79.1 4177.2 +1.76.4 +1727 +171.9 O �• Q'
MAX.O.C.SPACING IF ANCHORING MgX.O.C.SPAgNGIFANOLORING 3 FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), - �7 1111
70 +178 t1-771 41.16 +1.73.2 +1-70.6 )
iRROUWiTHEFRAWPERSHEETS3&4 THROUGH THE INTEGRALFIN PERSHEET 4 FIND THE SMALLEST SOUARE WINDOW SIZE IN Q STA COF 401
72 W7x +/-76 +/-73 +1.71.1 APPUESTO B,CORDANCNORS THE TABLES)ABOVE WHICH THE ARCHITECTURAL ~%��••.FCORIOP:.••Ui�c:
74 +174.1 +1-73 +1.71 (SEETABLE2) NOTAPPUCABLE WINDOWWILL COMPLETELY FR WITHIN. i"',S'/0NA-S:,,"
78 +1722 +1•71.1 33r
77.70
+/-70.6 F A.LYNN MILLER,P.E.
P.E.J168705
I
TABLE 12: -
Window Design Pressure,(+/-pSt) Use this
Glass
TABLE DIMENSIONS MAY BE
for asa 18 ORIENTED VERTICALLY OR
118"TCap-Airspace-7116°WH with SG Type: HORIZONTALLY AS SHOWN,
Window Long Side in) LONG
Dimensions 60.926 64 66 68 70 74 77 60 84 87 92 97 99 SIDE
r•+-- LONG 310E -
32 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 +sot--110 +601.110 +801.110 +801.110 +8D/•110
�• pl roxed saeoroptylagnlitt lR�
34 +801.110 +801.110 +801.110 +801-110 +8P7-110 +901.110 +80/-110 +8W-110 +801-110 4801-170 +601.110 +BO/-110 1801-110 _�`� Flntide IsIGI o
n �
36 +801.110 +801-110. +801.110 +801.110 +801-110 4801-110 +BO/-110 +8x•110 +801-110 +801.110 +801.110 +801.110 1801.110 SHORT Qnu
...........................
SIDE 7CDAy
38 +801410 +801.110 +801.110 +801.110 +801-110 +801-110 +801.110 +B01-110 +801-110 4801-110 +801-110 +8W.1 to SHORT _ n1lam1D deProdrG f.
40 +801110 +801.110 +801-110 +801-110 +BDI.110 +801-170 +801.110 +801-110 4801-110 +801-110 +801.110 �- SIDE
42 +80/•110 +801-110 4601-110 +801.110 +801-110 4801-710 +8011110 +Ba-110 4801.110 +801.110 Hy`
44 +801.110 +801-119 +801.110 +801.110 +801-110 4801.110 +801-110 +801.110 +801110 (_--
y46 +801-110 +801.110 +801.110 +801.110 4801-110 +801-110 +801-110 +BN-li0 LONG SIDE
g 48 +80/-110 +801.110 4801-110 4801.110 4801.1 t0 4801.110 +801-110 1 &
ZB --"'--
H
60 +80/-110 480!•110 +801.110 t8P/•110 +801-110 +801.110 SHORT N LONG a
MAX.O.C.SPAUNGIF ANCHORING MAX SPACINGIFANCHORING SIDE f SIDE y
62 +801.110 4e01.110 +601-110 +BD/-110 +801-110 ,
64 +801.110 +801-110 +801-110 4OW-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTTGRALFIN PER SHMT4
a`
66 +801.110 +801-110 +801•110 APPUESTO B,C OR D ANCHORS
(SEE TABLE 2) NOTAPPUCABLE
68 +801.110 +601.110 � `t •nay
170 GLASS TYPES 14 THROUGH
60.926 +801.110 17 MAY NOT BE USED WITH I SHORT I+ D:
J•CHANNELORINTEGRAL -1 SIDE C/�� O
•FIN FRAMES. �•ti slat (O N
TABLE 13: at C4
Window Design Pressure,(+!-psn us01hblawe s rn'� o Q o
for Olas6 17 LL N J C; uxaQ
3116"TCap-.Airspace-7116"HIH with 80 Type =W r LL :4
Window Long Side(In) WVW z O 'j y oa
Dimensions 77.76 79 87 83 86 67 91 94 98 99 1Q4 107 111 118 120 125 138 144 F m O ca -p
36 4801-110 +801.110 +801.110 +801-110 +801-110 +801-110 +801.110 +801-110 +801.110 +80/110 +801-110 +801-110 +801-110 +SOPIIO +801.110 +801-110 +801-110 +801.1f0 > p aOG W
40 4801.110 +801-110 +801-110 +BDI-110 +801.110 +BD/-110 +001.110 +601.110 +801-110 +801-110 4801-110 +801-110 +aw-110 +801-110 +601.110 +001-110 +80!•110 +80'•110 Z C.Z Q W W
42 4801.110 +801.110 +801-110 +8W-110 +801-110 +801.110 +801-110 +801.110 +801-110 +801.110 +801-110 +801-110 +801.110 +801.110 +S0/-110 +801-110 +801.110 +BD'-110 z pp--qq1 0
44 +801.110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +80%110 +801.110 +801-110 +801-110 +801-110 +801.110 +801-110 +801.110 +801-110 H
48 +801.110 +801.110 4801-110 4801410 4601-110 +801.110 +801-110 +801110 +80mlo 4801110 +801.110 +801-110 +801.110 +801--110 +801-110 +BQI-1to ® 0 W loays
6D +8111.110 +801.110 +801-110 +801.110 +801.110 +8O/d10 1801-110 +801.11Q +801-110 +801.110 +801-110 +801.110 +101.110 +801.110 4801dt0 �_
61 4801-110 +801-110 +801-li0 4801-110 +801.110 +801-li0 +801.110 +801110• +801-110 +801-1i0 +801-110 +801-110 +801.110 +801.110 3
54 +801110 +801-110 +801-110 4801-110 +801.110 +601.110 +801-110 +801.110 +801.110 +801-110 +801-110 +8Q/-110 +801-110 W olo3g
66 +801-110 +801.110 +801-110 +80[•110 +801-110 +801.110 +801-110 +601.110 +601-110 4801-110 4801-110 +801.110 O X 4
68 +801-110 +BOJ-110 +601-110 +801.110 +801410 +801-110 +801.110 +801-110 +801.110 +601-110 4801-110 1 LL Z
g61 +801-110 +801.110 +801-110 +801-110 +W-1 to +801-110 +601.110 +601-170 4801.110 +801.110 W
N
63 +801-110 +801-110 +801-110 +801-110 4801-110 +801-110 +801-11Q +801110 48DMID 7 Q D-
64 +801-110 +801-110 +801.110 +801.1!0 +801.110 +BO1-110 +801-110 +801-110 aim osnL sway
66 +001-110 +801.110 +BD/•110 +801-110 +801.110 +801-110 +801.110
68 +801-110 48DI.110 +801.116 +e01-110 +801-110 4801-110 ,\���p�y(VNN Yee
MA
70 +801.110 480!•170 +801.110 +801.110 4801110 MAX.O.C.SPAUNGIFANCHORING MAX O.C.SPACINGIFANCHOgING a�_.•'`LCENSF'•.FAQ
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 t
72 +801-110 +801-110 +801110 +801-110 ;k;
APPLIES TO B,C OA D ANCHORS No.58705
74 +801.110 +801-110 +801.110 -
(SEETABLE2) NOTAPPUCABIE
76 +801-110 4801110 B• -,3 ct :!r
77.76 +801-110 3 +S
W,
p s7ATEor• �tJ,
'o. FtoR...
slonjni �.
1)BUCK DIMENSIONS SHOWN. r'
NOTES: ��r4r11niiN�,
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SOUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, P.F-#68705
-
-��+— .062' —""��+— Mr —�-i�'�'-- .062'
1 r—P
..._.....�_ _. ...........�..
�' 1A83' 1A83• 1.483' 1,483`
ILI]
1
`Trf']
'625.�D 1.3178• V J-CHANNEL FRAME -EW FLANGE FRAME 1.376' Q INTEGRAL FIN FRAME C4)EQUAL LEGIBOX FRAME
]±n--
1.378' ,884' 301' .884' �+-- 175'
OANCHOR COVER C8)718'BEAD O P BEAD
TABLE 14:
# Part# Description Material
1 620117 IJ-channal Frame Ma
2 620118 IFlange Frame PVC
3 620118 lintogral Fin Frame PVC
4 620120 JEqual LeglBox Frame PVC
6 620133 Anchor Cover PVC
MITERED 6 720136 718"Glazing Bead PVC
CORNERS WITH jo7 720135 11,Glazing Bead PVC
INTERIORAND
EXTERIOR 74 Backbedding,GE 7700 or Dow 791 Silicone
WELDS 76 Quanex Super Spacer nXr with Hot Melt Butyl Composite
76 Quanex Dureseai Spacer Composite PP a m°roPbing with mi,
77 Cardinal X Edge spacer Composite 104u
78 1 71646N ISetting Block !8'x 11 x 118`),85+/-5 duro. EPDM 1voA#
A IDadcP
6y
6
ASSEMBLY FRAMEDETAILS 7 `\`��\�pt Y tLYNAf
1
EXTERIOR VINYL FIXED WINDOW NOA(LM&SM) 919/14 No.58705 a 7 T _
C? BOM&ASSEMBLY m J ROSOWSKI Q S !r
NOTES: CERT,OFAUT'Fi.#28288 !,�s .............
7)SOME PARTS NOT SHOWN FOR CLARITY. 1070 TECHNOLOGY DRIVE 2 ''.�70AIAt.f- t
S
2)J-CHANNEL FRAME SHOWN,PARTS#I.OTHER FRAME TYPES APPLY.
3)ITEMS#8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 n ' n
4)ROYAL PVC TO BE LABELED FOR AA.MAEXTRUDERCODE. (941}-480-1600 I PW-5520 ,A NTS y 11 OF 11 tj
0= MD-5520.0 �i A. p�#687705 P.E.