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Product Approval Menu>Product or Agplita[ion Search>Application Lis[>Appflcation Detail
FL# FL29700-R1
e Application Type Revision a
Code Version 2020 �tC1
Application Status Approved CODE COMP AMCE
Comments STo LME COUNTY
Archived B®CC
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller, P.E. File Copy
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the A.Lynn Miller, P.E.
Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 02/19/2023
Validated By Steven M. Urich,PE
I Validation Checklist-Hardcopy Received
Certificate of Independence FL2000. R1 "C61 Cert of lndependence.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://fioridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtzAOINAXhYvbYOtbzx201aFla%2b6lLVC10is[XwPMUmHg%3d%3d 1/2
3/16/2021 Florida Building Code Online
f
Product Approval Method Method 1 Option D
I
Date Submitted 09/10/2020
Date Validated 09/10/2020
Date Pending FBC Approval 09/18/2020
Date Approved 12/16/2020
i
I Summary of Products
FL# !Model,Number or Name Description
29700.1 ;PW-5520 Impact-resistant,Vinyl Fixed Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F.L•29700 R1 II PINS520.FPA:REV,A.pdf
Approved for use outside HVHZ:Yes t Verified By:A.Lynn Miller,P.E. PE-58705
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other:Please see the enclosed documents for product 11,29700 R1 AE PW5520:=Eng Eval.pdf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
29700.2 PW-5540 Impact-resistant,Vinyl Fixed Casement Window
Limits of Use Installation instructions
Approved for use in HVHZ:Yes FL29700 R1 n -PW5540`FPA--REV A Rdf
Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller,P.E. PE-58705
Impact Resistant:Yes Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Please see the enclosed documents for product 6F 9700 R1 AE PW5540, Eng Eval.p�f
performance information,anchorage details,and anchor type, Created by Ind =ependent Third Party: No
size,and spacing information. '
c�, ris:a
Contact Us::2601 Bln(r Stone Road Phone:850-4874823
The State of Florida is an AA/EEO employer.Cop r�rl6ht 2d07=7013 State-of`ftoRBa.:;Privacy Statement::,Accessibility Staternmt::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may he used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
https://floddabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtzAOINAXhYvbYOtbzx20]aF[a%2b6lLVC10islXwPMUmHg%3d%3d 2/2
Engineering Evaluation Report # PW5520-20200909
i
Prepared by:
A. Lynn Miller, P.E.
r 1070 Technology Dr:
N.Venice, FL 34275
(941).480-1600
Certificate of Authorization:#29296
Manufacturer:
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
Product Description:
PW5520 Series Impact-Resistant Vinyl Fixed Window, (LMI), FL-29100
Compliance:
The above-mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
This product has been evaluated and is in compliance with the current Florida Building Code, including the".High Velocity
Hurricane Zone"(HVHZ).
Supporting Technical Documentation:
1.Approval Document: Drawing number PW5520 LAMI Rev.A, signed and sealed by A. Lynn Miller, P.E.
2.Test Report No.: FTL-7897,FTL 19-9037&20-2107.1-4,signed and sealed by Idalmis Ortega, P.E.
Fenestration Testing Laboratories, Medley, FL 33166 I
TAS 201-94 Large Missile Impact Test
TAS 202-94 Uniform Static Air Pressure Test
TAS 203-94 Cyclic Pressure Loading Test
3. Calculations, signed and sealed by A. Lynn Miller, P.E.,dated 09/27/14&03/19/20
4. Miami-Dade RER Product Control Section NOA's; PVB Interlayer by Kuraray America, Inc.
Limitations and Conditions of use:
• Units must be glazed per ASTM E1300-09, refer to approval document for glazing details.
•This product is rated to be used in the HVHZ.
•This product is impact resistant and does not require impact protection in wind borne debris regions.
•Frame and sash material to be extruded Vinyl.
• Units must be installed in accordance with approval document, PW5520 LAMI.
YN
No.58705�
91_9120� ,
;STATE OF `
A. Lynn Miller, P.E.
P.E.#58705
FLORIDA PRODUCT APPROVAL 929700 -
SERIES 552Q IMPACT RESISTANT, IMPACT RATING DESIGN PRESSURE RATING
VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE. IMPACT RESISTANT TABLES 4-5.SHEET 5
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.
SESTA&ES 4-5,_ --
VELOCITY HURRICANE ZONE(HVHZ). ? l:ONGSWE)- __ MAX.BUCK WIDTH SEE TABLES 45,-_�
(SHORT OR LONG SIDE)
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS I1 SEE 1S'112-Lim"P•D• � 6"MAX" D.SEE _ �-} MAX.O,C,SEE TABLES 4.5 1.25"MAX.
REGIONS. SHEET3� .,� SHEET4� •� I
•___:_:_ -� T
31 MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ---- -(- —fi=,, �;
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER - - I •- ' '
ANCHOR TYPE. VISIBLE - '. - VISIBLE
+---=------ —:= � COPYRIGHT:)2(120
LIGHTWIDTH MAX.BUCK LIGHTWIDTH PGTINDUSTRIES.INC.
4)ALL WOOD BUCKS I ESS THAN 1-1/2'THICK ARE TO BF CONSIDERED 1X _ HEIGHT,SEE _ _ _ LIMITED LICENSE TO MAKE
_�--..J .—.—.._ -
INSTALLATIONS-1%WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED f I - --}-- �'. TABLES 4-5 �— '— � COPIES FOR PERMRTING_,
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK (LONG OR
/// VISIBLE
OR GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED 70 ' �- LIGHT ' SHORT SIDE) �; ,� '- ADDEDULTRACON+
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND HEIGHT } ,I VISIBLE
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A _ - A,SEE C.SEE '( / LIGHT C .ANCHORS
ARCHITECT OF RECORD,(AOR). I/ SHEET 3 SHEET 4•�JF / HEIGHT Al,-JR-9/812020
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1 (1(1 f J MAX:BUCK
EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL --�, _I 1 'HEIGHT,SEE
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION TABLES 4-5 -
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE I MAY- I (LONG OR W i `l Q
INSTRUCTIONS. MA%.O.C, .SHORT SIDE) > io 1n
SEE -
61 MAX 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE _ I, _ TABLES
PRODUCT IS NOI FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF 4.5 '• s_i-_y,� s_-,_{---•�- Y� g�, ,;c;/ g
TRANSFERRING APPLIED LOADS,WOOD BUCKS.BY OTHERS.MUST BE _'j, * s--s--_� O N
B 1-- 6..MAX. -^� I'�- O —_—, 1.25'MA%, .�r.I Imo_ O I o
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE ��
wwoow. TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL. O 1Ji o D
7)DESIGN PRESSURES: FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) =Li
ff'
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALIGVCLETEST PRESSURE, o o
(ANCHORED THROUGH NAIL FIN) U W O-co �.•�,
FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.25'MAX F-Z 4 i yt0
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 6•,MAX,- - `(� o> Z
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER - If_ __ p a' O
ASTM E1300. '.�-� '"'Z ^ Q LL
C.OCSIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO, !�� /S+ (�� ir. /�Y���r^�-'r• -• > O
W
B}THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE MAX.O.C.SEE_„ �• 7�. I j
WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 15-12"MAX.O.C,fY TABLES 45
�} 9 C 0❑ ,Q,7-7s
33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS N
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION f' �' f,�?3 E �' LLI
O
OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH OTHER O.S /F z
DI SIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9 J/ J
BUILDING CODE FOR CORROSION RESISTANCE. f:- �� VISIBLE VISIBLE MAX, ;¢ W Z =°^
W
LIGHT MAX.BUCK LIGHT HEIGHT.SEE
9)'METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS HEIGHT HEIGHT,SEE //J HEIGHT TABLES 4.5 0 LL c •CN
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE TABLES 4-5 J (LONG OR - W } W ,n
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (LONG OR �/' (/ SHORT SIDE) O Z W
SHORT SIDE) O_
r >10)REFERENCES:TEST REPORTS FTL-7697,19-9037;ELCO ULTRACON NOA; C7_,yI/. -fi77 .;sal
ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND •.. VISIBLE )J6' _ VISIBLE
DOOR PROFILES,LTD WHITE&BRONZEfLIGHTER SHADES OF CAP COATED r- LIGHTWIDTH LIGHTWIDTH
PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD �j•�_ ��tt LY
CONSTRUCTION,ANSIIAFBPA NOS 8 ALUMINUM DESIGN MANUAL 6'MAX.. I-- e� 1 , �Y ONY; NN4l�
11)PVB INTERAYER MANUFACTURED BY KURARAY AMERICA,INC. ` ---- 'r. I '��' --t-•.-- `�a'�a tICENSF �(�
10 M"O.C. I I 6-MAX 1.25' I I+- MAX O.C.SEE TABLES 4-5 1.25"MAX;-. Q •�';�
-MAX;SUCK WIDTf1 SEE TABLES 4.5 I' MAx. I(I
(110it7 Qii LONG SIDE). --'-""�111 - MAX.BUCK WIDTH SEE TABLES 4.5 -` I r _ _
�- (SHORT OR LONG 4' _-
GENERAL NOTES&ELEVATIONS„._,_,,.......s..1ANCHOR A 9(��10 t
TYP..EQUAL-LEG/BOX& TYP.INTEGRAL FIN& -p sTaTE1aF
NSTALATON,F FLANGE EQUAL LEG,.,,._......3 VIWIDTH:uLE lcicWIDTH GHT ORMU6LA5' FLANGE FRAME(CURVED )_CHANNEL FRAME(CURVED OR �����-'•:FLORIDA;•G�?�`
INSTALLATION,INTEGRAL FIN&J-CHANNEL....4 ANGLED CORNERS)
DESIGN PRESSURES_:... HEIGHT:BUCK HEIGHT-4.3116° OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN)
BOM&ASSEMBLY„....................,.._....,..._.._._..-6
A.LYNN MILLER.RE,
RE 0 58705
TABLE A. LEGLASSTYPES ' FRAME TYPES:
Glass' Table' Sheet ANNEALEO
Description 'H"=HEAT STRENGTHENEO .+
Type # # "PVB"=•090"TROSIFOL@1PVB ,.� 7/16"LAMINATED ..: _ 7/16"LAMINATED
1 7/16"Laml(3/16"A-.090"PVB-3116"A) 4. 5 BY KURARAY AMERICA,INC. GLASS STACK GLASS STACK
2 7116"Lami(3116'H-.090"PVB-3/16"H) 5 5
y - —3/16"A -3/16"H FLANGE EQUAL LEG OR BOX
TABLE,2:ANCHORS INSTALLED THROUGH FRAME .090'PVB .090'PVB 1 i
(steel.18.8 B.S.
Group Anchor Subltrato Min.Edge Min. rl •_ __ ,_ DieWnae EmbedmenC "•EXTERIOR J,,--3/16"A -3 EXTERIOR 3/16'H
_
NID SMS Steel.
Pine(SG=0.55) PIS- - 1=18' .
Steel.A36• 316' -O ow J-CHANNEL INTEGRAL FIN
or 410 S,S.) Steel Slud,A653 Gr.73• 19' 0:045P(16 Ga.) '• ��' - -
A Aluminum,6061T5• 18' 0,05Q"
"116'slee Ullman or 'P T_Soumem Pien.3 k5l).55) 7/16^ T-1B' GLASS TYPE 1 GLASS TYPE 2 EXTERIOR -
UllrecoM Concrete(mmin.3 ksq 1"
116'a eat_ilrocan Ungrouled CMU,(ASTM C•90) 2-1/2" 1-114"
3/16"steel Ullmcon- Ungrouted CMU,(ASTM C'-90) 1", 1•V4" - { �t111- 11'1'NOM.GLASS
012 SMS PT,Southern Pine(SG=0.55) 9/16' TIVIr _ ] L SITE TYP.
• Simi,A36' will 6 05e" Mmenal Mm.Fr- Min F. IIf t
or 410 S.5.) Steel Stud,A653 Gr 33' 19' 0,0451'118 Gag $led screw ;D2 ki1 /2a bt - ). � i+)4
Aluminum,BW3-75' 16" 0083' - 1sar,4re4- -,60i�.+t e5kfi '
B 1/4"steel Ulliacon or (SG=0.55) 1' Otis— 00 UI- tie ill I -
Ullracon. PT.Souihem Pine 1-1a' �Q, ,MA
pg-GAcW 57 ksi 06 kei _
114'61e91 Crelerax P T.Sculhem Pine(SG=0.55) 1" 1-16" 'EIW L'•aa:w. 166 Mai 177 kei - 7tl)_-•,• I rI
1/4"sleelA YI6'DeWall Ultrargnrg 117ka -164ke1.
9gro-(3alor P T Soulhem Pine(SG=0.55) 1" 1.16" 1!a•DoWeii NZCm�ao 14B kei 15i hd
1/4"sleet Ullraeon Concrete(min.(AS TM
ksi) 1" - - 13/4" 41055 vaaewal1Arvl0160' 1274 MI 1s9.7ksi 1-'�•�S-7i2'�'�U�.
Ungmuled CMU,(ASTM C-90) 2-tl2' 1-V4"_ 1S atuaanvn ,u kf1-�?a eH.,
C G—rate(min.3ksi) 1-116" _ 1.T/4" TYP.GLAZING DETAIL
1/4"steel Ultr4con• - U.limuled CMU,(ASTM C-90) t• 1-174• Gr 335 SBB�Siud :.33 Yf1'•, 45ke1__
114"steel Crelesex Concrsls(min 3.35 ksi) 1" 1-14'
1/4'steal Ulimcon Concrete(min 2,115 ksi) 2-1/2' 1-14'
1/4'steal Ullwan• Coxmte(mm.3 ksi) 2-1/2' 1-&4'
114"steel Unracm� Ungmuled CMU,(ASTM G901 2-1/2' 1-114'
D 114"steel Cre(eflex Concrete imin 3.35 kwl 2.112^ 1-3r4" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
Ungrouted CMU,(ASTM C-90) 2-1/2" 1 1-1/4" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-5.SHEET S.
1/4"steel Aggre-Galor C icicrele(min.3 275 ksi - 1•V2' 1- LONG LONG LONG SHORT
G=led CMU,(AS7M C-90) 2' -• 2' - -"
L" SIDE_-....._._..-i ._. SIDE --"---i - SIDE .____."1 --� IDE
—_. r S
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. r" -"y: "-
'UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. �in
09
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 3 .1,, ,I- o
LONG LONG LONG LONG LONG COPYRIGHTW 2020
Group Anchor Substrate Min.Edge Min, I- SIDE- '� - SIDE _ SIDE .a T� SIDE =�i SIDE -i a PGT INDUSTRILS,INC.
Distance EmbedmenC f - - d/ ( ) - o LIMITED LICENSE TO MAKE
\ �i•'~� F ( { F I COPIES FOR PERMITTING.-
2-11Y Wng•1lnank Roofing Nail" P T.Sdulhom Pine(SG=.55) 318" 27/18' -. ( F•� _ E� -
P_T South Pine(SG=.55)_ 7/Y 1-3/8' �I oo.• ,r"" \ D Oo - -- -
#10TruseheadSMS _ 10 �' 6w: � •� ;�r(Si t xm f 2vDi
Aluminum,6063-T5 18" 0.050^ `n { I f( 'n JJJ111 ��7 !r/
(steel.18-B 5.51 Steel Stud,Gr,33' 3/8' 0.0451'(18 Ge,) 1 r i 5......__._.t 1 �'` 1 i, _,.>!'`,. ► ._ `�.��pNY:LYMN��`
or 410 S.S.) - '-"" •'�10ENSg
F - Steel,A36" 318'_ 0.050' ��.�� •,tc,9.
P.T.Southern Pine(SG=,55) 0116' VINYL FIXED WINDOW(LMI) 19 I Z.*j No'W705
Al2 SMS 06/061
(steel,1B-B S.S. Aluminum 8063-T5' 18' OOB3 ..
or4105.5-) Steel Stud,Or._33' 1B° oosD° GLASS/ANCHORS/FRAME OPTIONS -a J ROSOWSKI .'''g' .,�,
Steel,A36' 1B" 0,050"
.. ..- - N STAiF Of"MIN;OF 3THREADS BEYOND THE)JL•TAl'SUBSTRATE. CERT.OF.'AUTH.M29296 i�(t` :ROR10�• ?
NOTE:. 1070 TECHNOLOGY DRIVE c f'74 10NAL
USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 6 3,THIS SHEET.FOLLOW EMBEDMENT AND N.VENICE,FL 34275 '
EDGE DISTANCE LIMITS,ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. - (941)-480-1600 PW-552O :4 NTS 2 OF 6 II} PW5520 LAMI j,?' A A LYNN MILLER,P.E.
P.E,4 56705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION O_P_ ETIO_N 3
F ANCHORED THROUGH FRAME ANCHORED THROUGH RAM AND 1X
INSTALLATION DIRECTLY INTO CONCRETEJCMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT
SEE NOTE 2.THIS SHEET.
EMBEDMENT
ANCHOREDTHROUGH
FRAME INTO 2X WOOD EDGE DISTANCE 1 114•MAX. 114•MAX
FRAME OR BUCKSTRIP. _�_ -�- __ �---. Iyy SHIM , l� 4 � SHIM
SEE NOTE 2.THIS SHEET. �-� �� EDGE [I �`• lL� �• �% ---1 •••1• EDGE1
'•� ( C�•� EMBEDMENT
MENT DISTANCE •, -'—J �/ ` �__ I I DISTANCE
FLANGE �. `_ _�_-.._iA. J`_I a` l•L 5 J :.� �.1. i
FRAME
SHOWN tl fl .r.' i_. -��t1 • F
,� '}. 1l4'MAX, TYP.ANCHOR TYPE, f// „ (--� 'I `J I ' TYP.ANCHOR TYPE,
l�-„T SHIM EMBEDMENT EDGE I �L__..,y f�{.� ( J•,' EMBEDMENTAND
-1III DISTANCE PER_ T'-"'� r ---EOGE DISTANCE PER
^, _I� -1 I TYP;ANCHOR TYPE, SUBSTRATE. "^_ •= �%" '-�f=" ter"""•"- ir- =f�. 'SUBSTRATE,SEE
jV )�`>,-_EMBEDMENT AND SEE TABLE 2,SHEET 2_ �• TABLE 2,SHEET 2.
(6}--� �4' 1-❑�(._-_��.I EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 2.SHEET 2 ,,
FLANGE EXTERIOR. I-_ VISIBLE LIGHT WIDTH \\\
FRAME �.� _...._---_--..-,_- EQUALNOTES: SHOWN LEGIBOX
BUCKWIDTH J FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
SHOWN
IJ LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS,ANY INSTALLATION
! OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW-
I FBC APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTTCAL'OR HORRONTAL.SEE SUBSTRATE PROPERTIES,TABLE3,SHEET 2_
[tFp PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS THAN r
BUCK VISIBLE R 1-1J2•THICK ARE TO BE CONSIDERED 1X 114•MAX.
HEIGHT LIGHT �i INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHE L HEIGHT �, UNIT IS INSTALLED DIRECTLY TO SUBSTRATE A72 STEEL 1!4"MAX.SHIM WOOD +'Y{J SINS(GS),SEE
BUCKS DEPICTED AS 2X ARE 1-12•THICK OR •�- TABLE 2•SHEET 2.
J GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
I DESIGNED TO PROPERLY TRANSFER LOADS TO THE l {�
STRUCTURE.WOOD BUCK DESIGN AND + J I ` ! �`•'��,
INSTALLATION IS THE RESPONSIBILITY OF THE
I ENGINEER OR ARCHITECT OF RECORD. l
3)VISIBLE.LIGHT WIDTH OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM
BEADING TO BEADING. I+ l
FLANGE 1 EQUAL
FRAME LEGIBOX
I SHOWNIr FRAME J
-t-----.-- I TYP,ANCHOR TYPE. .=:•':9%: SHOWN
EXTERIOR ��•-- _EMBEDMENTAND G-.O - EXTERIOR .1_;-'t�1 -_� COPYRIGHT®2020
n, ;" 1 fI j� _ __ EDGE DISTANCE PER I - PGT INDUSTRIES.INC.
( �RU( f I COPIES FOR PERMITTING, I t
I— SUBSTRATE,SEE INSTALLATION INSTALLATION LIMITED LICENSE TO MAKE
EQUAL- J 'r TABLE 2,SHEET 2, OPTION 4 OPTION 4
_ .
LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRFRAME INTO METAL
FRAME II 1/4'MAX.SHIM 1`T.(1'I 1I.LI I7.41"i
i � bYIYN ',�
I 7 VINYL FIXED WINDOW(LMI) o` 06106/19 * No.SB705 "�*=
• EMBEDMENT
f'
VISIBLE LIGHT FORMULAS FLANGE&EQUAL LEG/BOX FRAMES: n J ROSOWSKI =d q Iyl 0
*.)o
a
INSTALLATION —'-'-` _ S1 �!!
WIDTH:BUCK WIDTH 43/16^ kY'. '� '•Q BfiATE OF'
OPTION 2 HEIGHT:BUCK HEIGHT 4-3116 a +�i FCORIOP \^�
I CERT.OF AUTH,N29286
ANCHORED THROUGH �-�—^f EDGE DISTANCE f s
FRAMF DIRECTLY INTO VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE Z ��NAL 1C`�``
CONCRETEJCMU. N.VENICE,FL 34275 a - "+ A,LYNNl.l lllI,PE,
(941)A80-1600 PW-5520 N NTS w 3 OF 6 Q PW5520 LAM t-:: A P.E.95B705
i
TABLE 4:
Window Design Pressure,(+l-•psf) use IPW teox
7/16"A/A PVB Types:
Wlndow Long Side(in) - -- - - j
TABLE DIMENSIONS MAY BE
Dimensions 69.549 71 73 75 78 80 85 86 69r
96 99
ORIENTED VERTICALLY OR
32 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 HORIZONTALLY AS SHOWN. /
34 +1-70 +f-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 - ! LONG
36 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 -+/70 +/-70 +/-70 +/-70 SIDE
Imo- LONG SIDE �• _ ,(1
38 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 40 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 i COPYRIGHTO 2020
PCIT INDUSTRIES,INC.
42 +/-70 +/-70 +1-70 +/-70 +f-70 +l-70 - +/-70 +/-70 +1-70 +l-TO +/$8�3 +f$S.B SHORT, �----.- ___ LIMITED LICENSE O MAKE
_ _ SIDE \ _�
44 +/-70 +/-70 +/-70 +/-70 +/-70 ,� +/-70 +/-70 +l-70 +l70 +l$B.7 +!$5.3_ +/828 �'�' SHORT -COPIES FOR PERMTTING.
46 �. t1-70 +l-70 +/-70 *l-70 +l-70 +/70 +/70 _ +/7p *158.7 +/$6.3 +/$2.B +1$p,l - - SIDE ---- -- - -- - '
48 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +l-70 +/$9.2 +!$8.7 +/$4.2 +150.9 +158.7 I I_
a 50 +/-70 +/-70 +/-70 +f-70 +/-70 +/-70 +1$8,3 +/$7.4 a1$4.8- +/$2.3 +/•58,9
e 52 +l-70 +1-70 +/-70 +1-70 - +1-70 +1.70 '+1.66.7 +/$5,8 +1$3.1 +l$0.6 Imo- LONG SIDE ----►�
y 54 +/-70 +1-70 +/-70 +f-70 +/-70 +/$9.9 +/$5.1 +/-64,2 +1-61.5
56 _ +/-70 +1-70 +/-70 +/-70 +1$9.6 +/$0 +/$3.6 +/$2.7_ SHORT LONG ZZ
57 r+'l
-70 +/-70 +/-70 +/-70 +/418.6 +/$7 +!$2.9 S1DE �'� J SIDE u `-
LU Y
80 -70 +1-70 +l•70 +l$8.5 +1$5.9 +/-&1.2 ._ :_._ > o MAX.O,C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING Id62 -70 +1-70 +/.68.7 H$6.8 +/$4,1- _ O to O•
THROUGH THE FRAME PER SHEETS 38,4 THROUGH THE INTEGRAL FIN PER SHEET 4 + In - n Ico
Lill
+f$9.1 +157,2 */-85.2 - >-n m v,tr O0+I$7.T +1$5.6 APPUESTOB,CORDANCHORS APPUESTOFANCHORS (9 N(SEETABLE2) ISEETABIE3) `-I 'SHORT `�_ 1 O+/$8.3 15.51, ...• 4•. - - SIOE p-1 C3 to_ - - - - _ - - - _ =Ili S u O_
U U_o of
TABLES: _ - _ - - '.W Z oD
Window Design Pressure,(+!-psf)_ UiB A0 ub" o w u '
I.,C:hai 2 ! o> L
7/16"H/H PVB TTPei Z°�--' IS c IO
LU Li.
Window Long Side'(in) _ _ m O
Dimensions 69.649 71 73 75 _ 78 90__ 85- 86 89 _ 92- 96 .99-. F
32 +/-70 +/-70 +1-70 +170 +!70 - +/-70- +/-70 +/-70 +1-70 +/-70 +/-70 +/-70
_ _ - -. 3.� OO !w
34 +/-70 +1-70 +l-70 +1-70 +/-70 +l-70 +1-70 +/-70 +/-70 +f-70 -/-70 +/-70 cr
35 7
c
to
+1-70 +1-70 +/-70 +f-70 +/-70_ +/-70 +1.70 _ N-70 +1.70 +/-70 +1-70�- - +f 70 _ ?� In Z
38 +I-70 +1-70 +1-70 +/-70 +/_70 +1-70 +1.70 +1-70' +/-70 - +1.70 +/-70 +/-70 a W �-
40 _ +1-70 +1-70 +/-70 +/-70 +1-70 - +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 o X D-- o
42 +1-70 +1-70 +1.70 +1-70 +/-70 +1-70 +1-70 +170 +1-70 +/-70 +l-70 +1-70 - 1- ,J '(9 N
44 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 -- +/-70 +1-70 +/-70 w Iiz I W
46 +/-70 +/-70 - +/-70 +1-70 +/-70 +1-70 +l-70 +/-70 - +/-70 +/-70 +1-70 +1-70 - > �. d
c 48 +/-70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 -1-70 +f-70 +/-70 </770 +/-70 M.i s>:eeI
it
50. +1-70 +1-70 +/-70' +1-70 +/-70 +1-70 +/-70 +)-70 +1-70 +1-70 +1-70 N `. tttit Till 11111, -
I
_ 52 +1-70 +/-70 +1•70 +1-70 +/-70 +1-70 +/-70 +l-70 +/-70 +/-70NOTES
in 54 +l-70 +/-70 +l-70 +1-70 +1-70 _ +1.70 +/-70 - +/-70 - +1-70 - 1)BUCK DIMENSIONS SHOWN.
56 +1-70 +1-70 +1.70 +1-70 +/-70 +1-70 +1-70 +1.70
57 +1-70 '+1-70 +/-70 +/-70 +1-70" -+1-70 +1-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
_ NEXT AVAILABLE SHORT OR LONG DIMENSION
60 +1.70 +1-70 +/•70 +/-70' _ +/•70 +/-70 _, V +
62 +1-70 +1-70 +/-70 +/-70 +/-70 MAX,D.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS ISEE SHEET 2) 919120
64 +1-70 +/•70 +/-70 +/-70 THRDUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEEF4,_ FIND THE SMALLEST SQUARE WINDOW SIZE IN +-AO STAT6EIF ((7�
THE TABLE(5)ABOVE WHICH THE ARCHITECTURAL
APPLIFSTOB,CORDANCHORS APPLIES TOF ANCHORS -
66 +/-70 +/-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. 'Q�s
Be +1-70 +1-70 (5EE1 ABU:2) (5EE39BlE3) Z�/IS�
89.649 +1-70 A.LYNN MILER.PE-
SB705
1
3.500' _ 3.S-00' —._-_. ...-.__ 3600 .....���
-�
.062` ``�'�-�— .O6?.•.► �,y_.062"
(-5 ANCHOR COVER 1rt6T 1.aB3- 1:a93"
I 1 �1IIII. 1 � � .
_ ;2'
I rf. .. r..1'. JI _I. .pq c_xr--
) rL_ a t—)i:. —�.. r/�._1_-u----a, �,J-CHANNEL FRAME : -- `2 FLANGE FRAME t.375• A INTEGRAL FIN FHAME (d j EOUAL LEG!BOX FRAME
�
LAM[GLAZING
6- BEAD
1
I
I
MITERED
CORNFRS WITH
INTERIOR AND
j EXTERIOR
WELDS
TABLE 6:
# Part# Description Material
`• ��� \�� 1 62 117 dchannel Frame PVC
2 620118 Flange Frame PVC
3 620119- Integral Fin-Frarne PVC
4 620120 Equal Le
glBox Frame PVC
' 5 620133 Anchor Cover PVC
6 620333 Lams Glazing Bead PVC
FRAME �� '� 74 Backbedding,GE 7700 or Dow 791,983 Silicone
ASSEMBLY DETAILS y� � \ 1 1— 78 71646N Setting Block(1/8'x 1/2"x 4") EPDM COPYRIGHTO 2020
PGT INDUSTRIES.INC,
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING,
EXTERIOR `�'•-� '�. 1111
LYNIy .
op
VINYL FIXED WINDOW(LMI) 06/06119 IJo.56705
' i;
BOM&ASSEMBLY j;J ROSOWSKI
NOTES: `. ) ��Q�t
I)SOME PARTS NOT SHOWN FOR CLARITY. CERT,OF AUTH.A29296 �• %(P ORIUr`.�•G�2ti
2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY.
3)ITEMS 4 743,75.77 A 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 1070 TECHNOLOGY DRIVE io �77.1��NAI'�'oo
4)E14ERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. N,VENICE,FL 34275
it
941 -480-1600 PW-5520 NTS t 60F6 s;-'PW5520 LAMI ii:: A ALYNN MIIIFR.P.E.
-( ) J ✓, P E.9 56705