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RECEIVE-D
FL# FL29702-RI 2l�
Application Type RevisionI
Code Version 2020
MAR 2 2 2020
Application Status� Approved
ST. Lucie County, Permittin
f Comments
REVIEWED FOR
Archived
CODE COMPLIANCE
Product Manufacturer PGT IndustriesST® LUCIE COUNTY
Address/Phone/Email 1070 Technology Drive �� �
North Venice, FL 34275
j9 1 486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature Jens Rosowski
t jrosowski@pgtindustries.com
File COPY
Technical Representative Lynn Miller,P.E. ;r v
5� ,
x Address/Phone/Email 1070 Technology Dr
° N Venice, FL 34275
-0100 Ext 21142
s Imiller@pgtindustries.com
r
�y Quality Assurance Representative
is Address/Phone/Email
x Category Windows
r
Subcategory Casement
r" VpC�..
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
G Evaluation Report- Hardcopy Received
•s Florida Engineer or Architect Name who developed A. Lynn Miller, P.E.
the 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
Validation Checklist-Hardcopy Received
Certificate of Independence FL29702 Rl COI Cert of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
�u TAS 201,202,203 1994
https:/;floridabuilding,org/pr/pr_app_dtl.aspx?pa ram=wGEVXQwt...INAXhYvf%2bRb4GoaKZ7smii0DT6d4VsJV2bL%2fud8A%3d°load 3/19/21,7:24 AM
Page 1 of 2
Equivalence of Product Standards
-r. Certified By
1 Sections from the Code
m
Product Approval Method Method 1 Option D
P
Date Submitted 09/10/2020
T ," - Date Validated 09/10/2020
Date Pending FBC Approval 09/20/2020
Date Approved 12/16/2020
"�srs1 11tt1!'I1ItICYS,< ,ems , er...� e<.,. r r : »�` 77
x y' FL# fdodet,Number or Names` Descrptwn
�29702.1 CA-5540 Impact-resistant,Vinyl Casement Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes
PP E122ZQ?,B1_jLCA5540 FPA-REV A p�
`ft�vF 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
d.✓
Other: Please see the enclosed documents for product FL29702_R1_AE_CA5540- Eng Eval.pdf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
k� w � Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
s�a"y
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
u?� 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 be 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:
RE
d rit
�.j p'`�try
4 r¢ f
httpsy/floridabuildiiig.org,prlpr_app_dti.aspx?parani=wGEVXQ;•vt...INAXhYvf%2bRb4GoaKZ7smiiODT6d4VSJV2bL%2fud8A%3dro3d 3119,121,7:24 AM
Page 2 of 2
6154 Newgate Circle
Urich Engineering, LLC
Mechanicsburg, PA 17050
717-317-8454
steve@urichengrllc.com
s `
u RECEIVED
October 4, 2017 MAR 2 2 2020
ST. Lucie County, Permitting
s- +
To Whom it May Concern:
Urich Engineering, LLC is owned and operated by Steven Urich, PE.
Urich Engineering, LLC and Steven Urich, PE do not have,nor intend to acquire, a financial
interest in any company manufacturing or distributing a product listed in this product approval;
Urich Engineering, LLC and Steven Urich PE are not affiliated with an company testing or
� Y p Y g
labeling a product under this approval;
Urich Engineering, LLC and Steven Urich, PE do not have,nor intend to acquire, a financial
interest in any company involved in the approval process of the products listed in this product
approval.
Thank you. x,
Steven M. Urich, PE
F,
President
�� �V��i .SR/�/ri, by Steven MSUrich PE on-1014J2017e-uWng,a D gita)
�`•. .� Signature.
4* ' No.577°5 *%
Printed copies'dthis'document are not considered
gyp'• 57AT Af kr signed acid seaied`and the§ignatur5'Mi st be verified
✓'�`"F� nP �� on any electronic copies.
Engineering Evaluation Report # PW5520-20200909
Prepared by:
A. Lynn Miller, P.E.
1070 Technology Dr.
N. Venice, FL 34275
(941)480-1600 FRECEIVED
Certificate of Authorization: #29296
Manufacturer:
2 2020
PGT Industries, Inc. ST. Lucie County, Permitting
1070 Technology Drive
North Venice, FL 34275
Product Description:
PW5520 Series Impact-Resistant Vinyl Fixed Window, (LMI), FL-29700
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
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 perASTM 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.
A�
k.
Now 58706
:STATE OF 1tJ
tORID
t
A. Lynn Miller, P.E.
P.E. #58705
RECEIVED
f
MAR 2 2 2020
ounty, Permitting
FLORIDA PRODUCT APPROVAL#29700
SERIES 5520 IMPACT RESISTANT,
IMPACT RATING DESIGN PRESSURE RATING
VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANT TABLES 4.5,SHEET 5
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 45
VELOCITY HURRICANE ZONE SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-5( � ( (SHORT OR LONG SIDE)
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS B,SEE 151/2'MAX•O•C• r 6'MAX D,SEE _ —.I I-.— MAX.O.C.SEE TABLES 12S MAX
REGIONS. SHEET SHEET4� I I
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE. VISIBLE I VISIBLE COPYRIGHT®2020
LIGHT WIDTH MAX BUCK LIGHT WIDTH PGT INDUSTRIES,INC.
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED iX HEIGHT,SEE LIMITED LICENSE TO MAKE
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED ----- - TABLES45 COPIES FOR PERMITTING.
DIRECTLY --t------- --f------------
DIRECTLYTOSUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-12'THICK I (LONG OR
OR GREATER.1X AND 2X BUCKS VISIBLE
(WHEN USED)SHALL BE DESIGNED TO LIGHT if SHORT SIDE)
VISIBLE
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND I / i ADDED ULTRACON+
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR A HEIGHT A SEE C.SEE ' LIGHT C o ANCHORS
ARCHITECT OF RECORD,(AOR). I SHEET 3 SHEET 4• i / HEIGHT -JR-9/8/2020
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MAX BUCK
I I
EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL HEIGHT,SEE
SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION I i TABLES 4-5
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE X.MA AX O.C. LONG OR 3 Y Q
INSTRUCTIONS. I O. . MAX O.C. "T�' I SHORT SIDE) z iB 13 •„aa
SEE w
6)MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE TABLES J
PRODUCT 15 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF 4-5 '• n $ aloe O
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE Q 04 i Q'
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE B 6' D 125'MAX o
MAX —r•{ �— -- --��— O A �m ' N
WINDOW. TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LLL m LO
m Mao
7)DESIGN PRESSURES: FLANGE FRAME(90a CORNERS) FRAME(90a CORNERS) ULLi
c ®� a
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, (ANCHORED THROUGH NAIL FIN) w-co
aN
FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.25"MAX ~o W Z
C, imp
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 6'MAX
STRLICTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER Q LL
ASTM E1300: �/ Z v U >C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. O\
J
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE MAX.O.C.SEE , W
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 15.12'MAX'O.C. TABLES 4-5
33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ® pO laay8
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION ' Z W H
OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER Z
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA / p
BUILDING CODE FOR CORROSION RESISTANCE. VISIBLE VISIBLE MAX.BUCK ¢ W Z moan
LIGHT MAX BUCK LIGHT HEIGHT,SEE LLo X -1 p
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS HEIGHT HEIGHT,SEE HEIGHT TABLES 4-5 LL 1 N
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE TABLES R (LONG OR w . Z
(LONG SHORT SIDE)REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DE) / SHORT SIDE) O Z W 3
� � D•
10)REFERENCES:TEST REPORTS FTL-7897,199037;ELCO ULTRACON NOA; / ap1 •asap sauag
ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND VISIBLE VISIBLE
DOOR PROFILES,LTD WHITE&BRONZFJLIGHTER SHADES OF CAP COATED LIGHT WIDTH LIGHT WIDTH
PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.ANSI/AFSPANDS&ALUMINUM DESIGN MANUAL MAX NYlywN
6' ��.............
11)PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA,INC. ��'�'
�+----�� 15.2 1 'MAX O.C. 6'MAX 12.7 I~ MAX O.C.SEE TABLES 4-5•--� 1.25'MAX �:." ••�
MAX BUCK WIDTH SEE TABLES
No.58705
(SHORT OR LONG SIDE) MAX BUCK WIDTH SEE TABLES 4-5
(SHORT OR LONG SIDE) •, 20* ._
GENERAL NOTES&ELEVATIONS........_...........1 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& -�0, STATE OF Al-
FRAME,GLASS&ANCHOR OPTIONS...._..._......2 VISIBLE LIGHT FORMULAS J-CHANNEL FRAME(CURVED OR F�ORIDP.•'"
INSTALLATION,FLANGEBEQUAL LEG......._.....3 WIDTH:BUCKWIDTH-43/16' FLANGE FRAME(CURVED s • ......• C9�.
INSTALLATION,INTEGRAL FIN&J•CHANNEL....4 HEIGHT:BUCK HEIGHT-45116' OR ANGLED CORNERS) (ANCHOREDED CORNERS)
THROUGH NAIL FIN)
DESIGN PRESSURES............................_......._....5
BOM&ASSEMBLY........... `...............................6 A-LYNN MILLER,P.E
P.E.#58705
TABLE 1:ALLOWABLE GLASS TYPES FRAME TYPES:
M27116"
Table Sheet •Fr=HNNFJLLED
Description 'FI'=HEAT STRENGTHENED O O
# # "PV8•=.090'TROSIFOL®PVB 7/16"LAMINATED 7/16"LAMINATED
116"Lam!(3116"A-.090"PVB-3116'A) 4 5 BY KURARAYAMERICA,INC. GLASS STACK GLASS STACK
Lami(3116"H-.090"PVB-3/16"H) 5 5
3/16"A 3/16"H FLANGE EQUAL LEG OR BOX
TABLE 2:ANCHORS INSTALLED THROUGH FRAME .090"PVB .090"PVB
Distanncece Embedment* O O
Group Anchor Substrate Min. Min. <�]EXTERIOR 3/16'A <:1 EXTERIOR 3/16"H
P.T.Southern Pine(SG=0.55) 7115" 1-318"
M SMS J-CHANNEL INTEGRAL FIN
(steel,18-8 S.S. Steel,653A36 318" 0."(18
or 4i0 S.S.) Steel Stud,A53 Gr.33• 318" 0.0451 (18 Ga.}
q Aluminum,6053-TS' 318, 0.050"
3116"steel Ueracm or P.T.Southern Pine(SG=0.55) 7116' 13/8" GLASS TYPE 1 GLASS TYPE 2 EXTERIOR
Uuracon+ Concrete(min.3 ksi) 1" 1318"
WIS'steel Ukrocon Ungrouted CMU.(ASTM C-90) 2-11T 1-114"
3116'steel Uitracon+ Ungrouted CMU,(ASTM C-90) 1" 1-114' 10 NOM.GLASS
P.T.Sculhem Pine(SG=0.55) 9116" 1-3/8" BITE�'
#12 SMS Steel,A35• 316" 0.050' Matedat Mim Fr Min.F"
(steel,0 S.S.S. 6 74
or411 S.S.) Steel Saud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) steel straw to ksi 12nksi
B Aluminum,6W3-T5' 31W 0.063" I"Screw 60 ksi 95 ksi
114'steel Ultracon or P.T.Southern Pine S0.55 1" 918"1. 410 S— 90 ksi 110 ksi
UltracOn+ (G= ) Etce/DeWaft Aggre•GatorW 51 ksi S.
ksl
1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 131E Elco UlbaC-8 155 kai 177 ksi 78
114'steel Aggre-Gator P.T.Southem Pine(SG=D.55) 1" 1-31ir 311E DeWalt 11.0 D D 148 kal 164 ksi
114'DeWalt UltraConfO 148 ksi 164 ks1
1/4'steel Ultra-- Concrete(min 2.85 ksl) 1' 1-314" 410 SS ElcofDar2lt CreteFlex6 1 o
/4" 0
Ungrouted CMU,(ASTM C-90) 2-112" 1-1 '5 ksi 1847 ksi
fA63 T5 Aluml^�^ 16 ka1 23 kai TYP.GLAZING DETAIL
C Concrete(min.3 ksi) 1-3/16" 13/4" A36 Steel 36 ksi 58 ksi
1/4"steel 1)tt2COn+ Ungrouted CMU,(ASTM C-90) 1" 1-114" Gr.33 Steel Stud 33 ksi 45 ksi
IW steel Cretellex Concrete(min.3.35 ksi) 1" 13/4'
114"steel Ultracon Concrete(min.2.85 ksi) 2-117' 1314"
114"steel Uitracon+ Concrete(min.3 ksi) 24W 1-314"
114"steel Ultracon+ Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114'
D 1/4'steel Creteflex Coacrele(min.3.35 ksi) 2-1Y7' 13/4' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
Ungrouted CMU.(AS1M C-90) 2-112" 1-114" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-5.SHEET 5.
Concrete min.3.275 ksi 1-1/T 13/8" LONG LONG LONG 114"steel Aggro-Gator Grouted CMU,(ASTM C-90) 2' 2" Imo___ D SIDE SIDE E __ =i SIDE
_ Imo— _ � I'�___ �I -� _ _ I"-
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. T r I T T T
'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
3:1l
+ I I W
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 — N C.Op1RIGHT®2020
LONG LONG LONG LONG LONG o
Min.Edge Min. F'- SIDE SIDE -"i SIDE -�{ I^- SIDE -�{ �- SIDE -�{ z PGT INDUSTRIES,INC.
Group Anchor Substrate. o
Distance Embedment* �-r—— -�-r— T F——— -(-f— —-1 T f—-- -I LIMITED FOR PERMITTING.
MAKE
T T T COPIES FOR PERMffTING.
2-112'Ring-shank Roofing Nail P.T.Southem Pine(SG=.55) 318, 2-7/16" rcw I aw I I ¢w {/ i Lu I I rw
P.T.Southern Pine.(SG=.55) 1/2" 1-318' 001x Fa �j 0Q =N f� =y O 1,1yyli1111J1.1
#10 Trusshead SMS m 9� tD m co
Aluminum,6063-TS' 3/8" D.O50' I 1 ��� a`(.......
(steel,0 S.S.S. 1 1 1 1 1
Steel Sitx1,Gr.33' 3/8' 0.0451' 18 Ga. L_ —J L J �� �,� CEN �
F or 410 S.S.) Steel,A36' 3187 0.050' ) Q�� �s
P.T.Southem Pine(SG=.55) 9116' 1-3/8' VINYL FIXED WINDOW(LMI) 0 06/06/19 *:' No.58705 *�
#12 SMS Aluminum,6063-T5• 318, 0.063" /
(steel,I"S.S. GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI
Steel Stud,Gr.33' 3/8' o.05ff y/9/24
w�
or410S.S.) Steel, 318' 0.050 ® a G�O�'. STATE OF
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. CERT.OF AUTH.4129298
NOTE: 1070 TECHNOLOGY DRIVE 'ss1/oNA�tia`�
USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 283,THIS SHEET.FOLLOW EMBEDMENT AND N.VENICE,FL 34275 ALYNN MILLER P.E.
EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. (941}460-1600 PW-5520 y NTS N 2 OF 6 a z° PW5520 LAMI z° A P.NN M 58705
ILLER
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET.
EMBEDMENT
ANCHOREDTHROUGH
FRAME INTO 2X WOOD EDGE DISTANCE 114"SHIM
MAX 114.MAX.
SHIM SHIM
FRAME OR BUCKSTRIP. 2 4
SEE NOTE 2,THIS SHEET. EDGE EDGE
0 EMBEDMENT DISTANCE !� 5 Q DISTANCE
FLANGE
FRAME
SHOWN
�..•4
T-lW MAX
TYP.E ANCHOR TANDETYPE. 9 EMBED ENTANHOR PE,
2 SHIM EMBEDMENT AND EDGE EMBEDMENT AND
TYR ANCHORTYPE, DISTANCE PER • EDGE DISTANCE PER
EMBEDMENT AND SUBSTRATE, SUBSTRATE,SEE
6 EUDISTANCE PER SEE TABLE 2,SHEET 2. .00�o O�O 4`+. . ; TABLE 2,SHEET2
SUBSBSTRATE,SEE
5 TABLE 2,SHEET 2
FLANGE EXTERIOR VISIBLE LIGHT WIDTH
FRAME _f-'�_ 6 EQUAL-
NOTES: SHOWN V LEGIBOX
BUCK WIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
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.
FBC APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1-1I2'THICK ARE TO BE CONSIDERED IX 1W MAX
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #'12 STEEL -+{ 1!4'MAX SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD
SM S),SEE
BUCKS DEPICTED AS 2X ARE 1-12'THICK OR
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE TABLEE 2 2,,SHEET 2.
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �� �^
TO AS DAYLIGHT OPENING)IS MEASURED FROM u
BEADING TO BEADING. FLANGE EQUAL
FRA
E LEGIBOX
FRAME
TYP.ANCHOR TYPE, SHOWN EXTERIOR SHOWN
EXTERIOR EMBEDMENTAND ❑� COPYRIGHT®2020
0❑
EDGE DISTANCE PER POT INDUSTRIES,INC.
4 15 LIMfI w LICENSE TO MAKE
a SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL TABLE 2,SHEET 2. COPIES FOR PERMITTING.
OPTION 4 OPTION 4
LEGIBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL `71411 1191 JjI
SHOWN
1/4'MAX.SHIM
VINYL FIXED WINDOW(LMI) o O6/O6/19 F No 58705`
EMBEDMENT
< o FLANGE&EQUAL LEG/BOX FRAMES o-a J ROSOWSKI y/yJ2p
INSTALLATION VISIBLE LIGHT FORMULAS o� '
WIDTH:BUCK WIDTH-4-&16'
OPTION 2 ..: .: -'�• HEIGHT:BUCK HEIGHT-4-3116'
ANCHORED THROUGH EDGE DISTANCE CERT.OF ALJTH.#29286 m ��i SS NC9
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE Y I0NN-17%No
CONCRETEICMU. VERTICAL SECTION B-B N.VENICE,FL 34275 m
PW-5520 NTS v 3 OF 6 2° PW5520 LAMI 'z A A LYNN MILLER P.E.(941)-480-1600 N ti o z a° P.E.ZE s37as
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
Ira'MAX.SHIM
OPTION 6 OPTION 5 I/a•MAX SHIM
INSTALLATION OPTION 5
ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN I{.�
EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I Imo--- EDGE DISTANCE
ANCHORED THROUGH
n FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
NOTE 2,THIS SHEET.
INTEGRAL FIN INT02X WOOD r EMBEDMENT Ivl
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE 1 3
UHEDGETANCE DISTANCE J-CHANNEL 5Q -7
F12
RAME SHOWN
EMBEDMENT
10
1 TIM'MAX.SHIM TIP.ANCHOR TYPE,
EMBEDMENT AND
TYP.ANCHOR TYPE, EDGE DISTANCE PER i EMBEDMENT AND EDGE SUBSTRATE,SEE
6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. O INTEGRAL TYPE-
SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT
AND EDGE
5 (NAIL SHOWN) 0❑ ❑ FRAME DISTANCE PER SUBSTRATE,
J•CHANNEL EXTERIOR VISIBLE LIGHT WIDTH SHOWN SEETABLE 3,SHEET 2.
FRAME ((�� 6 (NAILSHOWN)
NOTES: SHOWN V
BUCK WIDTH
IANCHORSLISTUEDDOONTAABLszaawSHEET2. HORIZONTAL SECTION C-C
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.MAY BE VERTICAL OR
BE USED ON ANY SIDE OF THE WINDOW. HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-12'THICK ARE TO BE CONSIDERED IX
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX SHIM #10 OR#12 STEEL 1/4"MAX
WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK SMS(135),SEE SHIM
OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2.
LOADS TO THE STRUCTURE WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. 0
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. Q Q
FIN ANDIOR
FLANGE MAYBE
REMOVED IN-FIELD
INTEGRAL FIN EXTERIOR Flff-- COPYRIGHT®2020
TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN p p
EXTERIOR AND EDGE DISTANCE PER PGT INDUSTRIES,INC.
a 3 SUBSTRATE,SEE TAB ATION FOR PERMITTING.
3,SHEET 2. INSTALLATION OPTION 7 INSTALL OPTION 8 LIMITED LICENSE TO MAKE
INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME, COPIES FOR PERMITTING.
FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. III 11.
SHOWN
FRAME SHIM ���'a�NY LYNN �%,,
INSTALLATION : `
OPTION 5 EDGE m VINYL FIXED WINDOW(LMI) O6/06/19 No.5aao5
DISTANCE ti o �t #_
ANCHOREDTHROUGH.
INTEGRAL FIN INTO 2X "J-CHANNEL&INTEGRAL FIN FRAMES p4 J ROSOWSKI
WOOD FRAME OR VISIBLE LIGHT FORMULAS ® Q r'q'>., srnTE oOF cQu
BUCKSTRIP.SEE NOTE 2, WIDTH:BUCKWIDTH-4-Wlg' ' �
THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4.3/16" CERT.OF AUTH.#29296 '' SS/7f(I11I41���\`
1070 TECHNOLOGY DRIVE
VERTICAL SECTION D-D N.VENICE,FL 34275
(941 -480-1600 PW-5520 NTS N 4 OF 6 oz PW5520 LAM[pz A A L PE#MIr�LL7t P.E
TABLE 4:
Window Design Pressure,(+I-p4 Use this table
7/16"A/A PVB lot Glass 1
ryi�
W.irrdaw Long Side(m) TABLE DIMENSIONS MAY BE
Dimensions -%649 71 73 75 78 8D 85 86 89 92 95 -99 ORIENTED VERTICALLY OR
32 +/-70 +f.-70 +170 +f-70 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70 +170 +1-70 HORIZONTALLY AS SHOWN.
34. +J-70 +140 +/70 +/-70 +l-70 +1-70 +/-70 +/-70 +/70 +1-70 +1-70 +J-70 LONG
36 +1-70 +/-70 +1-70 +/-70 +/70 +/-70 +1-70 +I-70 +1-70 +/-70 +1-70 +/-70' SIDE
�- LONG 510E
38 +/-70 +f-70 +1-70 +f 70 +1-70 +17D t1-70 +1-70 +1-70 +1-70 +/70 +1-70 F'
40 +/-70 +170 +1-70 +1-70 +/-70 +/70 +/-70 +1-70 +170 +1-70 +170 +1-70 COPYRIGHT®2020
42 +/-70 +1-70 +1-70 +1-70 +/70. +140 +/70 +1-70 +170, +1-70 +/-68,3 +/-65.6 SHORT PGT INDUSTRIES,INC.
SIDE LIMITED LICENSE TO MAKE
44 t1-70 +/-70 +/-70 t1=70 +!70 +J 70 +1-70 +/-70 +I70 +1-68:7 +1.65:3 +(-62.8 SHORT COPIES FOR PERMITTING.
46 +/-70 +J--70 +1-70 +1-70 +1-70 +170 +J70 +J-To +1-68:7 +7-66:3 +/•62.8 +1-60.7 SIDE
48 +1-70. +1-70 +1-70 +(70 +1-70 +1-70 +/-70 +/-69:2 +)-66.7 +/E4.2 +1-6D.9 +158.7
a 50 3 +/-70 +1-70 +170. +/-70 +1-70 +/=70 +/-68.3 +/-67.4 +/-64.8 +/-62.3 +7-66.9 T _
r 52 +1-70 +/-70 +/-70 +170 +/-70 +1-70 +1-66.7 +1-65.8 +/-63.1 +Ib0:6 f~ LONG SIDE e
to 54 +1-70 +770 +1-70 +1-70 +1-70' +I-69.9 +1.65i1 t1.64;2 +1�61.5
56 +/-70 +1--70 +170 +/70 +1-69.6 +/-68 +7-83.6 +k62.7 SHORT iJ/ LONG
67 +/70 +1-70 +/70 +t 70 +A68 6 +/-67 +1-629 SIDE SIDE rn
LU
Y
60 +1-70 +1-70 +1-70 +1-68.5 +1.65:9 +/-64.2- >
82 +1-70 +/-70 +/-68,7 +/-66.8 +/-64,1 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING Of coO
THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRAL FIN PER SHEET cl C3 O7
64 +1-70 t/69,1 +1$7.2 t/65.2 APPLIES TO B,C OR DANCHORS APPLIESTOFANCHOR5 ((99 N °IOQ
6S +/-68.7 +1-677 +J$5.6 (SEETABLE 2) (SEETABLE3) SHORT OOj o N
68 +/-E7.3 +/-66.3 25.5" 4" SIDE OIj o K. �e to
U O_o ®"r
TABLE 5: LU Z co
co o a JMO
Window Design Pressure,(+/-psf) u5e o° o j r z
,Glass I
7/16"'H/H PVB Type; 2 co LL
1O
Window Long Sia(in) -j O
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 F
32 +170 +/-70 +/-70 +170 +/-70 +J 70 *1-70 +/-70 +1--70 +/70 +1-70 *1.70 m O W laa4s
34 +/-70 +1-70 +170. +1-70 +t.-70 +170 +J-70 +/-70 +170 +170 +1.70 +1-70 ® Z it
36 +1-70 +1-70 +170 +170 +1-70 +170 +)70. +1-70 +f 70 +/-70 +J-70 +/-70
to Z
38 +/-70 +/-70 +f-70 +!70 +X70 +/-70 +/-70 +/-70 +1.70 +/-70 +A70 +1-70 a W W
_. LL
40 +/70' +/-70 +/-70 +170 +1-70 +1:70 +/-70 +/-70 +1-70 +f70 +/-70 +170 O x a
0
42 +/-70 +/-70 +/-70 +!70 +/-70- +1--70 +/-70 +/-70 +J-70 +/-70 +/-70 +/-70 _35. 0 T
44 +/-70 +/-70 +1-70 +170 +170 +/-70 +/-70 +/-70 +170 +170 1 +/70 +4-70 O Z W �i
-46 +1-70 +1-70 +/-70 +1-70 +1-70 +170 +1-70. +1-70 +/-70 +/70 -+/-70 +1-70 5 4 O-
a 48 +1-70 +1:70 +170sf-70 +170 +/70 •+1.70 +/-70 +f-70 -+L70 +1.70 +/-70 anu '��aa saws
ry 60 +1-70 +1-70 +/-70 +170 +1-70 +170 +1-70 +1-70 +/-70 +f-70 +1-70 S+SyylilitT)///,
0 522 +470 +1-70 +1-70 +1-70 +f-70 +1=70 +1-70 +/-70 +/-70 +J70
r 54 +/-70 +/-70 +170 +/70 +J-70 tJ70 +/-70 +/-70 +/-70 NOTES.
to1)BUCK DIMENSIONS SHOWN.
56 +1-70 +1-70 +/-70 +/-70 +/-70 +/70 +/_70 +1-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE N0.58705
57 +f-70 +/-70 +f-70 +!70 +J 70 +t-70 +1-70 1k
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60 +1-70 +/-70 +1-70 +/70 +1-70 +J 70 a.
62 +/-70 +1-70 +1-70 +/-70 +1-70 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING Ir ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 919/20 �1
THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PERSHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �'., STATE'OF t1J.
64 +1-70 +1-70 +1-70 +J 70 APPLIES TO s;COR DANCHORS APPLIES 70 FANCHOAS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ���.' f RIDp
66 +1-70 +1-70 +1-70 WINDOW WILL COMPLETELY FIT WITHIN. i� •.,...
68 +'f.-70 +/-70 (SEE SAS LE2) (SEES LE3) 1N(1-
69.649 +/-70 A.LYNN MILLER,P.E.
P.E.#58705
1 -�{ 1.376' 3.500' 3.50(r
i
y , 3,500' 3.500'
.06T 062' .06T
�.062,
6 I
5 7
.oso• — �f
ANCHOR COVER 1.403 1.411Y 1.483"
�
1.463
kB6T n— &f
o
.625' .625'
1.375' O J-CHANNEL FRAME O FLANGE FRAME 1.375' O INTEGRAL FIN FRAME O4 EQUAL LEGBOX FRAME
O .735 I
O6 LAMI GLAZING J1_
BEAD
MITERED
CORNERS WITH
INTERIORAND
EXTERIOR
WELDS
TABLE 6:
# Part# Description -Material
1 620117 Jchannel Frame PVC
2 620118 Flange Frame PVC
3 620.119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Corer PVC
5 6 620333 Lami Glazing Bead PVC
FRAME 74 Backbedding,GE 7700 or Dow 791,983 Silicone
ASSEMBLY DETAILS 6 78 71646N Setting Block(118"x 1/2"x 4") EPDM COPYRIGHT®2020
PGT INDUSTRIES,INC.
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING.
1
EXTERIOR Y ,
4 �r�//
oCENisisp'•Y ��
VINYL FIXED WINDOW(LMI) a 06/06/19 * No.56705
o BOM&ASSEMBLY g m J ROSOWSKI 2
®NOTES: '0 STATE OF ttf.
Ft4R4DP ?�.:
1)SOME PARTS NOT SHOWN FOR CLARITY. CERT.OF AUTH.#29288 m i��
3)ITEMS#NEL 7-73,FRAME
&79 ARE NOT USED ANDARE NOTPART#1.OTHER FRAME ET OFTHiSAPPROVAL. 1070 TECHNOLOGY DRIVE
4)ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. N.VENICE,FL 34275 "
(941)-480-1600 � PW-5520 y NTS j� 6 OF 6 o z PW5520 LAMI,z A A.L P E M LLER RE
MAX BUCK WIDTH MAX.BUCK WIDTH FLORIDA PRODUCT APPROVAL#29702 IMPACT RATING DESIGN PRESSURE RATING
SEE TABLE 4 SEE TABLE 4 1.25•MAX,
a' r-6,SEE SHEET 3 4'MAX.O.C. LARGE&SMALL MISSILE
I•�- D,SEE SHEET 4 + IMPACT RESISTANT +65.0/-70.0 PSF
II SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ).
12.67•MAX I \ I \ 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
JAMB D.C.
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.
KSI PER ANCHOR TYPE
/VISIBLE MAX.BUCK 4)ALL WOOD BUCKS LESS THAN 1-11T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
VISIBLE MAX.BUCK INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1lZ•THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)
LIGHT HEIGHT SEE LIGHT HEIGHT SEE SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS
HEIGHT TABLE 4 HEIGHT TABLE 4 THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO
-�--- - -� r --f--- -- -y ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE
1 1 OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
SEE C C,SEE
SHEET A SHEET 3 I 6)MAX 1!4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
VISIBLE VISIBLE ON THEM BY THE WINDOW.
LIGHT LIGHT 7)DESIGN PRESSURES:
WIDTH WIDTH A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER
4'MAX
4-MAX.O.C.-T.'I ASTM E1300.
B I � * *a C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO.
4► 28•MAX'O'C25-. 4• X 1 MAX ~'1 D 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESISTTHE WINDLOADS CORRESPONDING TO THE
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL REQUIRED DESIGN PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD
FLANGE FRAME ANCHORAGE FRAME ANCHORAGE DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
FRAME ASSEMBLY TUBE MULL,SEE 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
73-1/4•MAX
SHEETS 5-6 FOR ANCHORAGE DETAILS REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
COMBINED WIDTH 10)REFERENCES:TEST REPORTS FTL-8139,8174,19-9037;ELCO ULTRACON NOA;ELCO CRETEFL EX NOA;ELCO AGGREGATOR NOA; '
ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEfUGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL
/ 11)PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA,INC.
VISIBLE 12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
LIGHT VISIBLE LIGHT FORMULAS
HEIGHT WIDTH:BUCKWIDTH-"4'
GENERAL NOTES&ELEVATIONS.........................1 COPYRIGHT®2020
63•MAX HEIGHT:BUCK HEIGHT-6-31,V
E E,SEE FRAME,GLASS&ANCHOR OPTIONS_...._...........2 PGT INDUSTRIES,INC.
FRAME SHEETS
INSTALLATION,FLANGE&EQUAL LEG................3 LIMITED LICENSE TO MAKE
ASSEMBLY INSTALLATION,INTEGRAL FIN&J-CHANNEL.....4 COPIES FOR PERMITTING.
TUBEqN..
/ FRAME ASSEMBLY TUBE.......................................5-8
LENGTH HARDWARE.DESIGN SSURFS............._.-.................-........7 j1•L11 i l hUa
HARDWARE..........._.................................................8
BOM&ASSEMBLY...................................................9 `�N\ �y`f LYN /r
12.6T MAX ti� '��O VCENSF ill��C
JAMB O.C.
—r VINYL CASEMENT WINDOW(LMI) .2()6/04/19
t No.58705
o GLASS/ANCHORS/FRAME OPTIONS om' J ROSOWSKI2b �
4•MAX(TYP) "�{' STATE OF '(C4
2a•MAx O.C. — ® `> ADDED ULTRACON+ANCHORS-JR-9/8/2020 '•.,p p,•:' ?�
DDITIONAL ANCHORS FOR FRAME i �` COR10, G
CERT.OF AUTH.#29298 ri.SS • ' N��
ASSEMBLY TUBE,SEE SHEET 5
TYP.X-X EQUAL-LEGBOX&FLANGE FRAME ANCHORAGE 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 m
(941}-080 1600 CA5540 NTS 1 OF 9 o z CA5540 LAM I z A A LYNN MILLER RE
y ' in P.N MIL 705
TABLE 1:ALLOWABLE GLASS TYPES
Glass Table Sheet "A'=ANNEAl Fn
Description 'H'=HEAT STRENGTHENED 7/16"LAMINATED
Type # # 'PVB'=.090'TROSIFOL®PVB GLASS STACK
1 7116"Lami(3/16"A-.090"PVB-3116"A} 4 7 BY KURARAY AMERICA,INC. FRAME TYPES:
2 7/16"Lam!(3/16"H-.090"PVB-3116'H) 4 7 3/16"A
090'PVB 0 d a BOX OR 11�a
TABLE 2:ANCHORS INSTALLED THROUGH FRAME O EQUAL 0
a EXTERIOR 3/16"A FLANGE 0 LEG HGroup Anchor Substrate Min.Edge Min.
Distance Embedment! 2 4
#10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1-w8"
(steel,1"S.S. Steel,A36• 318" 0.050"
or 410 S.S.) Steel Stud,A653 Gr.33' 318' 0.0451-(18 Ca)
A Aluminum.6663-T5• 3/8' 0.050" GLASS TYPE 1 r
306'steel Uilracon or P.T.Southern Pine(SG=0.55) 7/16" 13/8'
Ultracon+ Concrete(min.3 ksi) 1" I-Tir ir
3116"steel Ullraton Ungrouted CMU,(ASTM G90) 2-112" 1-1/4' INTEGRAL 3116"steel Ultracon+ Ungrouted CMU,(ASTM C-W) 1' 1-114° 7H6°LAMINATED JLFIN �#125M5 P,T.Southern Pine(SG=0.55) 9/16" 1318" GLASS STACK ill
(steel,I"S.S. Steel,A38• 3!8" 0,050'
or410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) 3/16"H
B Aluminum,6063-T5' 318, 0.063"
114"steel con-Ulfte on or P.T.Southem Pine(SG=0.5S) 1" I-To, .090"PVB
Ultracon+
114"steel Creleilex P.T.Southern Pine(SG=0.55) 1" 13/a"
1/4"steel Aggre-Galor P.T.Southern Pine(SG=0.55) 1" 131a" a EXTERIOR 3/16"H
1/4'sleet Uhracon Concrete(min.2.85 ksi) 1" 1314'
Ungn ded CMU,(ASTM C90) 2-12' 1-1/4'
C 1!4°steel tillracon+ Concrete(min.3 ksi) 13716' 1314"
Ungmuted CMU,(ASTM G90) 1" 1-1/4'
1/4"steel Creteflex Concrete(min,3.35 ksi) 1" 1314• GLASS TYPE 2
1/4'steel Ultmeon Concrete(min.2.85 ksl) 2-112' 1-314"
1/4'steel Ultracon+ Concrete(min.3 ksi) 2-112• 1314"
1/4"$teel Ullraca t+ Ungmuted CMU,(ASTM G90) 2-1/2" j 1-114" 112"NOM.GLASS
D Concrete(min.3.35 ksi) 2-1/2" 1-314" BITE TYP.
1/4"steel Creleflex Ungrouted CMU,(AST1A G90) 2-tl2' 1-114"
Material Min.F. Min.F° 74
1/4"steel A re-Gator Concrete(min.3.275 ksi 1-112" 1-wd, 72
99 Grouted CMU,(ASTM G90) 2" 2" Steel Screw 92 ksi 120 ksi
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 16-8 Screw 60 ksi 95 ksi U
"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 410 Screw 90 ksi 110 ksi
Elco/DeWalt Aggre-Gatov& 57 ksi 96 ksi
78
Elea UltraCorM9 155 ksi 177 ksi
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 3116"DeWalt UltraCcn+O 117 ksi 164 ksi
1/4"DeWalt UltraCcn+G 148 ksi 164 ksi 15 QD❑ COPYRIGHT®2020
Min.Edge Min. PGT INDUSTRIES,INC.
Group Anchor Substrate 410 SS 063-T5Elco/ Aluminum
inumCrel lexlaT 12Z4 ksi 189d ksi
Distance Embedment' EXTERIOR LIMITED LICENSE TO MAKE
6063-T5 Aluminum 16 ksi 22 last 0�2-1/2'Ring-shank Roofing Nail P.T.SouthemPine(SG=.55) 3/8' 2 7115' A36 Steel 36 ksi 58 k COPIES FOR PERMITTING.
si o 0
P.T.Southern Pine(SG=.55) 1/2' 1-Na* Gr,33 Steel Stud 33 ksi 45 ksi
#10 Trusshead SIAS '_R+1111 i r 1 i/!i 1/1
(steel,1a-aS.s. Aluminum,sos3Ts 31B° o.oso° TYP.GLAZING DETAIL `�;��q�y LYNy !i,��'
or 410 S.S.) Steel Stud,Gr.33' 318° 0.0451"(18 Ga.) 1J,��;. WCEtVS •�j_
F Steel,A36' 318' 0.050"
P.T.southern Pine(sG=.55) 9116" I-T8" a VINYL CASEMENT WINDOW(LMI) o 06/04/19 *: No.58706
#12 SMS Aluminum,6083-TS' 3/8' 0.063"
(steel,lsass, stee�Stud,Gr.33" 316' 0.050" "GLASS/ANCHORS/FRAME OPTIONS ;mJROSOWSKI " g/g/2U �
or410 S.S.) Steel„A36• 3/8° 0.050" ® �4' STATE OF w
*MIN.OF3THREADS BEYOND THE METAL SUBSTRATE. GERT.OF AIJi'H.#29296 , S
iE
/
NOTE: 1070 TECHNOLOGY DRIVE `I�i;SONA-
USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND N.VENICE,FL 34275 MILLER
z A LYNN MILLS P.E.
EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANYSIDE OFTHE WINDOW. (941)-480-1600 CA-5540 y NTS N 2 OF 9 oz CA5540 LAMI , A P E
INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3
OPTION 1 NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
ANCHORED THROUGH �i- EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCREfEfCMU.
SEE NOTE 2,THIS SHEET.
FRAME INTO 2X WOOD
1/4'MAX.SHIM SEE SHEETS B-9 EMBEDMENT
FRAME OR BUCKSTRIP. 1/4°MAX.SHIM
SEE NOTE 2,THIS SHEET. EMBEDMENTFLANGE
FOR HARDWARE
EMBEDMENT 80 4
FRAME { i :..'.r, EDGE
S
�El .' DISTANCE
EDGE 6
�1/4'MAX.SHIM DISTANCE Q
15 QOO TYP.ANCHORTYPE, f•^•% o
EMBEDMENTAND ❑ c o ❑ TYP.ANCHOR TYPE,
5 EDGE DISTANCE PER . EMBEDMENT AND
SUBSTRATE,SEE EDGE DISTANCE PER
SEE SHEETS O O O SUBSTRATE,SEE
B-9 FOR TABLE 2,SHEET 2. ao `,•.4��.• TABLE 2,SHEET 2_
HARDWARE 10 2 TYP.ANCHOR TYPE, VISIBLE LIGHT WIDTH -� (HINGE JAMB)
o EMBEDMENT AND EDGE
°.o
63
O Q 85 DISTANCE PER SUBSTRATE, .d 10 62
SEE TABLE 2,SHEET 2. FRAME 15 EXTERIOR EQUAL-
(LOCK JAMB) SHOWN LEGBOX
FRAME
NOTES: BUCK WIDTH SHOWN
1)USE ONLY HORIZONTAL SECTION A-A
SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH.
ANCHORS LISTED ON TABLE 2, HINGE&REINFORCEMENT
BUCK VISIBLE SHEET 2.FOLLOW EMBEDMENT AND
HEIGHT LIGHT EDGE DISTANCE LIMITS.ANY FBC APPROVED MULLION,FBC COMPLIANT ALUMINUMBTEEL FRAMING OR STEEL STUD.
HEIGHT INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET2.
BE USED ON ANY SIDE OF THE 1f4'MAX.
WINDOW. SHIM
1/4'MAX SHIM
2)MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2,SHEET
2.ALL WOOD BUCKS LESS THAN
72 1-1f2•THICK ARE TOBECONSIDERED o o
87 1X INSTALLATIONS.1X WOOD BUCKS
SEE SHEETS 8-9 ARE OPTIONAL IF UNIT IS INSTALLED
10 O FOR HARDWARE DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-10ANC
THICK OR GREATER.IX AND 2X ❑ TYPE,P.
MENT ❑
EXTERIOR BUCKS(WHEN USED)SHALL BE AND EDGE
DESIGNED AND SECURED TO FLANGE EQUAL ���
a FRAME DISTANCE PER L.EGBOX EXTERIOR
PROPERLY TRANSFER LOADS TO SHOWN SUBSTRATE,SEE FRAME n
SEE SHEETS THE STRUCTURE.WOOD BUCK TABLE 2,SHEET 2. V'
SH FOR DESIGN AND INSTALLATION IS THE HINGE JAMB SHOWN
HARDWARE dl�� TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER o� ( COPYRIGHT®2020
AND EDGE DISTANCE PER SHOWN) PGT INDUSTRIES,INC.
SUBSTRATE,SEE TABLE 2,SHEET 2. OR ARCHITECT OF RECORD.
EXTERIOR LIMITED LICENSE TO MAKE
EQUAL-LEGIBOX r1/4"MAX SHIM INSTALLATION nn INSTALLATION COPIES FOR PERMITTING.
FRAME SHOWN ❑ 3)VISIBLE LIGHT WIDTH ORHEIGHT OPTION4 V OPTION4
(ALSO REFERRED TO AS DAYLIGHT
OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH
• BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ���'\� y LY[qlv
EMBEDMENT
VINYL CASEMENT WINDOW(LMI) 0 06/04/19
*• No.58705
VISIBLE LIGHT FORMULAS " FLANGE&EQUAL-LEG/BOX FRAMES ;mom J ROSOWSKI 24
EDGE DISTANCE o o` •.';C)
INSTALLATION WIDTH:BUCK WIDTH ¢ O t FTATE.00F _•�(U\.
OPTION 2 VERTICAL SECTION B-B HEIGHT:BUCK HEIGHT-63/4• ® ;.�. •:.coR+o .•' �
ANCHORED THROUGH SHOWN WITH HEAVY-DUTY SASH, CERT.OF AUTH.#29296 � �"i SS ........e �N
FRAME DIRECTLY INTO HINGE 8 REINFORCEMENT 1070 TECHNOLOGY DRIVE ��/i� A11%\\�
CONCRETE/CMU. N.VENICE,FL 34275 m
(941)480-1600 CA5540 y NTS 3 OF 9 o z CA5540 LAM I z A A.L P N#MIILLLE Pr-
INSTALLATION OPTION 5 INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN
ANCHORED THROUGH 1/4'MAX.SHIM 2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX SHIM
INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE —►{ h— EDGE DISTANCE
FRAME OR BUCKSTRIP.SEE r EMBEDMENT SEE NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET.
8-9
NOTE 2,THIS SHEET. SEE SHEETS
1'YP.ANCHOR FOR HARDWARE
E
EDGE DISTANCE TYPE,EMBEDMENT
AND EDGE 80 3
,-CHANNEL DISTANCE PER
1 SUBSTRATE,SEE I�
SHOWN TABLE 3,SHEET 2. ❑ o o�❑
1/4'MAX SHIM
❑ o 0
1 a � EMBEDMENT
TYP.ANCHOR TYPE,EMBEDMENT EMBEDMENT
15 �O❑ AND EDGE DISTANCE PER a a c o 0 F-1
SUBSTRATE,SEE TABLE 3,SHEET 2 �� i
5 (NAIL SHOWN) -
SEE SHEETS �O INTEGRAL TYP•ANCHOR TYPE,
8-9 FOR O�- VISIBLE LIGHT WIDTH FIN EMBEDMENT AND EDGE
0 63 FRAME DISTANCE PER SUBSTRATE,
HARDWARE 10 0 1 .LCHANNEL 5 EXTERIOR
10 62 SHOWN SEE TABLE 3,SHEET 2.
1
85 FRAME
NOTES: SHOWN
BUCK WIDTH
1)USE ONLY
SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2& SHOWN WITH HEAVY-DUTY SASH,
3,SHEET 2 FOLLOW EMBEDMENT HINGE&REINFORCEMENT
AND EDGE DISTANCE LIMITS.ANY
INSTALLATION OPTION SHOWN FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.MAY BE VERTICAL OR
BUCK VISIBLE MAY BE USED ON ANY SIDE OF HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2
HEIGHT LIGHT THE WINDOW.
HEIGHT
2)MASONRY ANCHORS MAYBE
USED INTO WOOD AS PER TABLE 2,
SHEET 2.ALL WOOD BUCKS LESS 1/4'MAX SHIM 1/4'MAX
THAN 1-10 THICK ARE TO BE SHIM
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
72 UNIT IS INSTALLED DIRECTLY TO ��c ❑�o
87 SUBSTRATE.WOOD BUCKS
SEE SHEETS 8-9 DEPICTED AS 2X ARE 1-12'THICK
10 O O FOR HARDWARE OR GREATER.IX AND 2X BUCKS 0 TYP.ANCHOR
(WHEN USED)SHALL BE DESIGNED TYPE,EMBEDMENT
AND SECURED TO PROPERLY AND EDGE
EXTERIOR TRANSFER LOADS TO THE DISTANCE PER
STRUCTURE.WOOD BUCK DESIGN SUBSTRATE,SEE FIN AND/OR
AND INSTALLATION IS THE TABLES 2&3, FLANGE MAYBE
SHEETS RESPONSIBILITY OF THE SHEET2. REMOVED INFIELD
8-9 FOR ENGINEER OR ARCHITECT OF COPYRIGHTS 2020
HARDWARE dO❑ RECORD. INTEGRAL FlN EXTERIOR PGT INDUSTRIES,INC.
FRAME SHOWN LIMITED LICENSE TO MAKE
3)VISIBLE LIGHT WIDTH OR COPIES FOR PERMITTING.
INTEGRAL FIN ❑� 1/4'MAX.SHIM HEIGHT(ALSO REFERRED TO AS INSTALLATION INSTALLATION
FRAME SHOWN o DAYLIGHT OPENING)IS MEASURED OPTION OPTION ,+,1111_IIII'f f.f11
FROM BEADING TO BEADING. /1,
ANCHORED THROUGH ANCHORED THROUGH �� pNY.LYNNM�
EDGE FRAME INTO METAL FRAME INTO METAL ��` y10ENg �(�
DISTANCE VISIBLE LIGHT FORMULAS , No.58705'INSTALLATION VINYL CASEMENT WINDOW(LMI) o O6/04/19 *^ , yt_
OPTION 5 WIDTH:BUCK WIDTH-6-3f4•
ANCHOREDTHROUGH HEIGHT:BUCK HEIGHT-6,V4• J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI
INTEGRAL FIN INTO 2XWOOD
o ��
_ STATE OFTYP.ANCHOR
BUCKSTRIP. AME OR EMBEDMENT .0 NOTE p, p EDGE DISTANCE E.PERDMENT CERT.OF AUTH.#29286 �i (�'S �ORIOP,
THIS SHEET. VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. 1070 TECHNOLOGY DRIVE "17,,,S"ONAl-
SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) ¢
HINGE&REINFORCEMENT N.VENICE,FL34275 m ,
(941}480-1600 CA-5540 NTS 4 OF 9 o z CA5540 LAMI z A A.L P N�MILLER,F.E'
ILLUSTRATION OF CASEMENT-TO-CASEMENT(X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(XWO)
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
5540 SERIES
5540 SERIES CASEMENT WINDOW A=63'MAX.FOR FIXED CASEMENT a AWNING
A)INDIVIDUAL A=36"MAX.FOR CASEMENT WINDOW
A)INDIVIDUAL B)COMBINED (SILL)
SEE NOT COMPONENTS: ASSEMBLY TUBEIMULL COMPONENTS: A=52.125'MAX.FORAWNING COMPONENTS:
SEE NOTE 5 5540 SERIES I VERTICAL SHALLOW,FLUSH CAP
AWNING SECTION F-F
/ � \ 505ERIES WINDOW* \ A WINDOW � FRAME ASSEMBLY
54
TUBE/MULL
ANCHOR
/ \ CASEMENT I— 4'MAX.
63'MAX. \\ 63'P4AX-INDOW ASSEMBLY
1J /�\ y MIN.#10X3TH THROUGH
Qa CAS SERIES
TUBEIMULL Ff L 1IN MAX O.TION HOUGH CASEMENT
/ / SEE NOTES INSTALLATION HOLES, WINDOW
SEE NOTE 5 \\/ / SEE NOTE 5 4" SEE WINDOWS (HEAD)
\ i / APPROVAL FOR -
\ MAXIMUM DESIGN \ F t \ ANCHOR INFO. °
Ij 5540 SERIES \ 127-1/4"MAX \ 127-1l4'MAX.
L PRESSURE WHEN CASEMENT
I— SEE
_I ENOT. USING ASSEMBLY{TUBEIMULL,E FRAME WINDOW �� �� �� ANCHOR MAX SEEN 7E 3,
MULLION
SEE NOTE 2 �1 SEE NOTE 2 SEE NOTE 2: j/ j/ THIS SHEET
5540 SERIES
—
+65.0/-70.0 PSF / Gf-- CASEMENT
FRAME VERTICAL WINDOW
ASSEMBLY SECTION G-G (SILL)
TUBE/MULL�
B)COMBINED G—
COMPONENTS: B'MAX,SEE NOTE 3,THIS SHEET SEE NOTE 5 � SHALLOW,FLUSH CAP� EXTERIOR FRAME ASSEMBLY
4'MAX ADDITIONAL MULLION ANCHOR 5540 SERIES FRAME ASS
ULL
4'MAX —�I SEE NOTE 3,THIS SHEET FIXED CASEMENT
WINDOW _
/ f 6 MAX• MIN.#10 X 3I4•SMS @ 17- 5540 SERIES
/ \ WINDOW SEE NOTE 3, MAX O.C.THROUGH FIXED CASEMENT
THIS SHEET WINDOW(HEAD)
// \\ ANCHOR INSTALLATION HOLES,SEE
/ \ UNDER SEPARATE APPROVAL
WINDOWS APPROVAL FOR
E E � \ ANCHOR INFO.
63'MAX. \ /
\ / FRAME ASSEMBLY TUBElMULL NOTES.ALSO SEE NEXT SHEET:
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FORALL FRAMETYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,
TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.
2)ANY 5540-SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAYBE ATTACHED
73.1/4'MAX TO THE FRAME ASSEMBLY TUBE/MULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY.
C)HORIZONTAL
SECTION E-E: 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON
SHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES
5540 SERIES 5540 SERIES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. COPYRIGHT®2020
CASEMENT CASEMENT PGT INDUSTRIES,INC.
4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 XW4- LIMITED LICENSE TO MAKE
WINDOW a WINDOW SHEET METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO COPIES FOR PERMITTING.
17"MAX O.C.,ADD ADDITIONAL ANCHORS AS NEEDED_THE FRAME ASSEMBLYTUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER. l I ITI;71 .
5)THE FRAME ASSEMBLYTUBEIMULL MAY NOT EXCEED 63•IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY ���pNy.l'YNN99�'%,��
NOT EXCEED A TOTAL OF 127-1/4"IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBElMULL WIDTH. '� •'V,GENS;F-'• �,._�
FRAME ASSEMBLY TUBEIMU. MIN.#10X314'SMS®1T 6)SHEET 586 REFER TO UNCLIPPED MUWON -
MAX O.C.THROUGH No 58705
DEEP,FLUSH CAP INSTALLATION HOLES,SEE ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW(LMI) o 06/04/19 .*" a *-
EXTERIOR WINDOWS APPROVAL FOR TUBE MULLION UNDER SEPARATE APPROVAL. _
SEE SHEET 6 FOR FRAME ANCHOR INFO. " FRAME ASSEMBLY TUBE DETAILS A e m''J ROSOWSKI 9/912Q �=
ASSEMBLY TUBE/MULLIONJ a STATE OF
DETAILS ® ' 0�•_• ROR10?;• \��`
CERT.OF AUTH.#29296 FS cl
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 m
(941}480-1600 N CA-5540 NITS 5 OF 9 o Z CA5540 LAMI z A A.LPN MILLER RE
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUBEIMULL.FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE
MULLION UNDER SEPARATE APPROVAL
END CAP TO SPAN BOTH
INSTALL 7 ADDITIONAL GROUP F 73-1/4•MAX,
WINDOW ANCHOR WINDOWS,SEAL WITH:�, ANCHORS THROUGH THE END CAP.
SEE WINDOW
SHEETS SILICONE 73-IW MAX'
M • • • 00 C' • MAX 36'MAX. I►--
CASE CASE CASE .. i /� \ I- 1-1/4•
-►� 73-1/4'MAX. 127-1/4• - E' j1
2 OR MORE WINDOWS WITH VERTICAL MAX \
FRAME ASSEMBLY TUBEIMULL Y�6/
(4 WINDOWS MAX.) i
CASE 127-1/4'
EXTERIOR 127-1/4'MAX. _41-1/4' MA 255-3/4'
MAX.
MAX. CASE.2 OR MORE WINDOWS(4
CASEMENT• CASE
4•MAX. �{ WINDOWS MAX)FWITH
RAME
IFS- 255-3/43I4.MAX -III HORIZONTAL FRAME
ASSEMBLYTUBEIMU TUBEIMULL
2 OR MORE WINDOWS WITH VERTICAL FRAME
SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX)
A=63'MAX FOR FOQ•=D CASEMENT
�.EAS.E..LYTUBEIMULL A=36'MAX.FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: �- -�-I
FRONT VIEW FRAME ASSEMBLY TUBE NOTE: A A--52.125•MAX.FORAWNING
1)APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME ,`j p 1-1114"
ANCHORAGE AND THIS SHEET
2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS '-
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS \
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET S. BOTH HORIZONTAL AND VERTICAL
\ 2W-314'
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14'. Mom' /f/ MAX,
r / 127
MAX/
/ cASE.,
J
nwN
COPYRIGHT®2020
2ORMOREWINDOWS(4 LIMITED LICE SETO INC.
�'• (� WINDOWS MAX)WITH COPIES FOR PERMITTING.
1.874' - REMOVEFOR HORIZONTAL FRAME
1.874'
-I� r FIN APPLICATIONS ASSEMBLY TUBEIMULL
100' I
375• .62T VARIOUS WINDOW TYPES
3ssm .�, {- - 1.44 r AND SIZES. `�. ON`.LYNIy
AZ
�• SHALLOW,FLUSH DEEP,FLUSH r 05s 'UNDER SEPARATE APPROVAL
91 CAP,PVC CAP,PVC • :2 VINYL CASEMENT WINDOW(LMI) =06/04/19
[ o° ,*,.: No.58705
�----J EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE
O END CAP,PVC o FRAME ASSEMBLY TUBE DETAILS B o,�J ROSOWSKI g/g/Zfl
FRAME ASSEMBLY O STATE OF TUBE,ALUM 6005-T5 ® �.C ••.,
CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE IVALT.;���
N.VENICE,FL 34275 m
(941)-480-1600 CA-5540 y NTS 6 OF 9 o z CA5540 LAMI z A A L P E#MI58�P E
TABLE 4:
Window Design Pressure,(+I-psi)
stw,dara lrsemeccm
7116'A/A PVB swkullpa tam 1&2
Ptirorcertr�r 7118'FUfi PVB T7ye:
Window Beck Width(,n)
Dimensions 24 26 28 $0.683 31.052 31.431 31.819 32.217 32-625 33.043 33A72 33.912 34.365 34.829 35.306 35,797 36
48 +651-70 +65l-70 +651-70 +651-70 +65170 +651-70 +651-70 +65170 +651-70 +651-70 +6&-70 +651-70 +851-70 +85/-70 +65170 +651-70 +651-70
60 +651-70 +651-70 +651-70 +651-70 +65170 +65/-70 +651-70 +651-70 +65170 +651-70 +651-70 +651-70 +651-70 t651-TO +65/-70 +65/-70 +651-70
66 +651-70 +651-70 +651.70 +651--70 +651-70 +651-70 +651-70 +851-70 +651-70 +65/.70 +657--70 +651.70 +651-70 +651-70 +651-70 +651-70 +65170
70 +651-70 +651.70 +651-70 +651-70 +651.70 +651-70 +651-70 +651-70 +651-70 +65170 +65/•70 +651-70 +651-70 +6V-70 +65170 +651-70 +651-70
71.593 -651.70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +65170 +e5/-70 +651-70 +651-70 +85/-70 +SW-70 +651-70 +651-70 +857-70 +651-70
72 +651.70 +651-70 +651-70 +65/--70 +65/-70 +65/-70 +65t-70 +651-70 +651-70 +65/70 +651-70 +SSI.70 +65/-70 +651.70 +651-70 +651-70
73 +65/-70 +651-70 +65/-70 +6&.70 +651-70 +651-70 +651-70 +65/-70 +651-70 +65170 +85l-70 +651-70 +6&-70 +651-70 +651-70
74 +651.70 +65/-70 +W-70 +651.70 +651-70 +65/-70 +65/-70 +65/70 +651-70 g+651-70
+W-70 +65/70 +651-70 +651-70
75 +651.70 +8&-70 +651-70 +651-70 +661-70 +65l-70 +651-70 ♦651-70 +65/-70 +651-70 +651-70 +661-70
76 +651.70 +651-70 +65/-70 +69-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +95/--70 +651.70
77 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +6&-70 +65/•70 +65/.70 +651-70
78 +651.70 +651-70 +651-70 +651-70 +65170 +651-70 +651-70 +65I70 +851-70 rylgX.)AMB O.C.SPACING IF
79 +651-70 +651-70 +651-70 +65/--70 +65/-70 +661-70 +65f-70 +651-70 +651-70ANCHORING THROUGH THE FRAME PER MAX.O.C.SPACING IF ANCHORING
80 +651-70 +651-70 +651-70 +551-70 1 +651-70 +651-70 1 +6&-70 +66170 SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
81 11 '651-70 1 +651-70 +651-70 1 +651-70 +65/40 +65/.70 +65/-70
82 +551-70 +651-70 +65/-70 +651-70 3-70 +651-70 APPLIES TO B,COR DANCHORS APPUEEETS TO TABLE
3) R5
83 +651-70 +65! . +651-70 +BSI-70 +65/-70 (SEE TABLE 2) (SEE TABtE 3)
84 +651-70 +65/-70 +6&-70 +651-70 �� 4"
COPYRIGHT®20M
PGT INDUSTRIES,INC.
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING.
L'YN/yM/'��' .
VINYL CASEMENT WINDOW(LMI) o 06/04/19 * No.58705
a DESIGN PRESSURES 6m J ROSOWSKI 2fl �
T
O% STATE OF :4vt a
NOTES: ® ' ' �•••FLORI9P.•'• ��
CERT.OF AUTH.#29295 a s
1)Bucic DIMENSIONS SHOWN. 1070 TECHNOLOGY DRIVE 1g10NA$-0",
2)FOR SIZES NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. N.VENICE,FL 34275 m '• u A.1111 MILLER,P.I-
(941}460-1600 N CA 5540 y NTS 7 OF 9 o z CA5540 LAM] z A P E#58705
u t•
2.615'
Pofnh Wight 9nuE6ers
c 3.7A7 2
72.25tl'48249' 7 90.Wt'-48.000` 9
4C25P66.2aT { adWt'-E8.000" b
ss.2sm=rs.2as 5 ss.001-44.0ar 1 s 2.583'
7ss5aa+.00P s
VENT BOTTOM RAIL
EXTERIOR � D
60 OUSED ON STD.VENT ONLY ®I .07W
Q ATTACHED TO =�
26. 23 FRAME'AM
B 60
ATTACHED TO O STANDARD VENT RAIL
27 FRAME JAMB O
1 CA ATTACHEDTO L 1.16r
24 J VENT SIDE RAIL O 45
EE
44
26 E
1.522'
21 53 � 5 .075'6aFRAME SILLO STANDARD VENT
20 REINFORCEMENT
EXTERIORATTACHED TOFRAMEJAMB
22
ATTACHED TO MB
FRAME JAMB[ Q 25 ¢ ¢ ¢ 0
e�O
ATTACHED
TO VENT 43 42 INTERIOR
SIDE RAIL
36
60
37 2834
ATTACHED TO 39
FRAMEJAMB
a
1 28 I 316' �{
FRAME JAMB I I COPYRIGHT®2020
HORIZONTAL HARDWARE S O s1s• 754• PGT INDUSTRIES,INC.
0 FRAMEJAMB 1 0 LIMITED LICENSE TO MAKE
ECTION
—�r—� 1 COPIES FOR PERMITTING.
.035'
1 FRAME SILL 1 FRAME SILL O LAM]GLAZING O EXTRUDED
�� 72 80
BEAD SCREEN FRAME
VINYL CASEMENT WINDOW(LMI) -2 06/04/19
No 68705
VERTICAL VERTICAL 2 HARDWARE -a J ROSOWSKI
HARDWARE HARDWARE Q STATE ATEO
� OF
NOTES: LOCKJAMS HINGEJAMB CERT.OFAUTH.N29296
1)SOME PARTSIOPTIONS NOT SHOWN FOR CLARITY. 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
2)INTEGRAL FIN FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. (941)-4Ml 600 .� CA-5540 ° NTS `5 8 OF 9 o z° CA5540 LAMI z° A A LYNN MILLER RE,� to y P.E.t}56705
m r.
TABLE 5:
# Part# Description Material 3.500" 3.500"
1 620125 Jchannel Frame' PVC' Q Q
2 620126 Flange Frame PVC CO-EXTRUDED CO-EXTRUDED
3 620727 Integral Fin Frame PVC WEATHERSTRIP WEATHERSTRIP
4 620128 Equal LeglBox Frame PVC
5 620130 Standard Vent Rail PVC 2.880" 2.88g
10 620163 Standard Vent Reinforcement(Full Length) Alum.6005-T5 •1 (QUO❑I I�Q—O�❑
15 8P247 Weatherstrip,ck t1-1 dum. Flex PVC •075' .075'
20 7024 MuitFPoint Lock. C SSee1
21 7011 Multi-Point Lock Flat.Support Plate C Steel
H I
22. varies with size Tie Bar C steel 6 0 0 0 0
23 20222 Tie Bar Guide C Steel
24. 7014 MultWock Keeper CSteel .625, Ztg .825 21g
25 7]024X0562PPFX #1424x 9116'Phl.PH'Machine Screw SS 1.375'
26' 7a)04PPTM10 #8x 3141 Phi.PH Tek SS O J-CHANNEL FRAME Ore FLANGE FRAME
27 7SX112PSAX #8 x 1-1/2'PhI..FH Tek, SS
28 20249150 Dyad Operator(nanow vent.<or=to 24");UR C Steel
29 20249X/5oX Dyad Operator(narrow sent<or=to 24"1 UR SS 72 BB
3.500' 3.500'
30 20261/62 Dual Ann Operator(wide vent>24%UR C Steel
31 20nIYJ62)( Dual Arm Operator(wide mit>241).UR SS U
32 7033 - Dual Ann Operator Track SS CO-EXTRUDED CO-EXTRUDED
36 7031 Operator Backing Plate CSteel WEATHERSTRIP WEATHERSTRIP
37' 2=3 Operator Cover EXTERIOR 28601 2.880"
7030 Operator Gasket White Neoprene CIO❑ DO❑
39 Standard Handle C Stew fN���III U
40 7019 Foldng Hands CSteel .07� �� .07541 7019 T-Hande(Ttiumbtum) CSteeiIJ
42 78X12PPMSX #8.32 x 112' Phi.PH Machine Screw SS f3 : Lf �� o
43 7BS34PFAX #8 x 314"Phi.FH SS MITERED FRAME& i TT
44 78X1PSOX #8x I'Ph].FH Tek 'SS VENT CORNERS 21g J
45 7MC7032WRH Stud.Bracket,UR CSteel WITH INTER[OR AND 84 .2IT
46 7MC7032LHKRHX StudBrackel.LIR SS EXTERIOR WELDS 1.375
49" 73337LKIRH Egress Hinge,UR. C Steel—
so O3 INTEGRAL FIN FRAME EQUAL LEG/BOX FRAME
73337LHXrt2HX Egress Hinge,UR SS J-
51 73338LH]RH Washable Hinge,UR C Steel 80
52, 73338U-DURHX Washable Hinge,UR Ss VENT
57 7SX34FPAX #8'x 3/4'Pht.FH wl#7 Head SS ASSEMBLY 87
58 731877 Operator Slide Plastid DETAIL
60 73W Snubber C Steel SCREEN
63 7SX12PPSMSX #8x 1r-1 Phi,PH SS
64 20187 AnchorWePlug PVC ASSEMBLY
72; 620332 LamlGiazliigBead PVC 7z DETAIL
74 Backbedding,GE 7700 or Dow 791,983 Silicone
78 Setting Block(1181 x 11Y x 41) EPDM
a0 67006 Extruded Scram Frame
84 47040 Screen Cornet Key
85 7CASPM Tension Spring 6 COPYRIGHT®2020
86 61816C34 Screen Cloth FRAME PGT INDUSTRIES,INC.
97 61635/24 .1401 Screen Spline Mactune/Haml Rolled] LIMITED LICENSE TO MAKE
90 620160A Frame Assembly Tube Alum.6005T5 ASSEMBLY COPIES FOR PERMITTING.
1
91 620177 Shallow,Flush Cap Pvc DETAIL
92 620178 Deep,Flush Cap PVC ��11 4 11 11 4 1l i'l
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