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Prodyct ARproyal Menu>Product or ApcticrrlontSexrc >gRnlication List>Application Detail
�D FL# FL29698-RI
5
I Application Type Revision
r
Code Version 2020
S h G�
Application Status Approved
Comments "1 REV' E®
FOR
Archived CODE C®Mif"'LOANCE
Product Manufacturer PGTlndustries STn LUUF COUNTY
Address/Phone/Email 1070 Technology Drive ®®
North Venice,FL 34275 BOCC
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
'Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com File Copy
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung `
i
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
`. Validation Checklist-Hardcopy Received
Certificate of Independence FL29698 .R-1 C07 Cert'-6F4nftendence.pd
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://floridabuilding.org/pr/pr app_Otf.aspx?param=wGEVXQYADgsJwwM3n%2b4Th36EVgVgxAMezdSOHuOY!hlCzPWsrgoiXQ%3d%3d 1/2
2/10/2021 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 09/10/2020
Date Validated 09/10/2020
Date Pending FBC Approval 09/20/2020
1 Date Approved 12/16/2020
Sut mrttary of Products
FL# -I Modelr Number or Name Description
----- - -— _._—r_--_--_w__
29698.1 SH SS00 I Impact-resistant,Vinyl.Single Hung Window
Limits of Use. -` Installation Instructions
Approved for use in HVHZ:Yes FL29698' RS U. SH5500 FPA-REV A.pjf
Approved for use outside HVHZ:Yes Verified By:A. Lynn Miller, P.E.PE-58705
I Impact Resistant:Yes Created by Independent Third Party: No
( Design Pressure:N/A Evaluation Reports
Other:Please see the enclosed documents for product FL29698.121'AE SH550b-Eng Eval.pdf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing Information.
ti,ck. rUlrt
Contact Us::2ftl l'Blalni5tade�Raad.Tallihai�ee:F.= o§-Phn"ne:'e$d'�874924
The State of Florida is an AA/EEO employer.Co;lyfl6f 26n7-2dd Statn of.Florida,;;Privacy Statement:;Accesainility Statement::Refond.statement
tinder Florida law;email aEdressesar.public records;
P ords;If,you do n6t cantyoury mall addresssuel6ons,in coif tfS5ub87 4coMs'pursueitf a5e'i.Lo dt Icctmnlc
riail'to this eiilt fnstead mnktctthe"office b hone.or h tradltlonal Riau if au have anypleasen 55,275¢S),
Flov—da:statutes,effi:cbrve Octdber 1 N14 Ilcensecs Itcensed unde`;Chapt44g5,.FS,must,prbvfde the Dep6r}ahtwlih andnjail address•it.fiey-6ave one.Thaemails
provided maybe 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 dick here.
Product Approval Accepts:
Y_..® ' E
Credit Card
Safe
l
https://floridabuilding.org/pr/pr app_Oti.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th36EVgVgxAMezdSOHuOYihlCzPWsrgolXQ°/e3d%3d 212
Engineering Evaluation Report # SH5500-20200909
Prepared by:
A. Lynn Miller, P.E.
1070 Technology Dr.
N.Venice, FL 34275
(941)480-1600
Certificate of Authorization:#29296
i Manufacturer:
PGT Industries, Inc.
1070 Technology Drive
j North Venice, FL 34275
Product Description:
SH5500 Series Impact-Resistant Vinyl Single Hung Window, (LMI), FL-29698
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 SH5500 LAM[ Rev.A, signed and sealed by A. Lynn Miller, P.E.
2.Test Report No.: FTL-7964, FTL-7966, 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 05/15/15&05/13/20.
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 El300-09,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, SH5500 LAML
r .
�� NY LYNN 'l-
R'.
No*58706. k
4'91912f0
Q STATE OF. ((/
sZONAL
A. Lynn Miller, P.E.
P.E.#58705
' ANCHORAGE / - - - - FLORIDA PRODUCT APPROVAL 429704
XAMP
ELE FOR 2B•11B"MAX.MAX.O,C,
21-518^ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING 'II.IPl;Ci RATING
RAOWS-TOP • _ -�I' 52.118'MAX.BUCK WIDTH - _O`C );Od.ARCH•TOP -- --1'-"
HEADER(SIM. 12"MA%,FROM 1�, LARGE 8 SMALL MISSILE
,� - l 1�HEADER(SILL FOR ALL +gS.O/-70.0 PSF
FOR ALL <<` ''FRAf:.E SEAM -�I 3D- Ems— r 12°MAX, �rr � I IMPACT RESISTANT
WINDOW TYPFSJ
WINDOW TYPE �cJ / f, B.SEE,. MAX:O,C, ��/r� -`;• ,r-I' S2-ilB-MAX,BUCK WIDTH
'llld SHEETS --T
A.SEE --. ^� +^.. I J,7/ 10"MAX.FROM
B,SEE �-30'MA%.O,C.• -r I 12 MAX. FRAME SEAM '�� r✓ 4-MA%,O,C,
SHEET3 r. - �}-=12'MAX, SHEET) FIXED VISIBLE �� DSEE _,�- S IrJ 111J°
LIGHTWIDTH -L t-J SHFET4 1 I
__
A.SEE r '� - , B.SEE. MAX..-.-30° O.C.- -
12°:MAXI SHEET3 y �12�;MAX, C SFF'"" ( i !1V�
SHEET3+ / - FIXED •�•z- -_- I _I�_�---SHEET4j ) 1
EQUALLY VISIBLE ; A SEE .� -•� i"MAX.O.C-
L �. SPACED' / ! IV.MAX. I }
EQUALLY I i 17-718'MAX.O.C. (� LIGHT 17_71B°MAX.O,G. SHEET 3 f 1 --1-
ANCHORS PER _ _
SPACED_- I �- TABLE 5,- I I % HEIGHT _ �_ EQUALLY i I i ► .r
I 17-718"MA%,Q-C, I 1
ANCHORS PER 1 r I lI
TABLES{ - a I 91.78' SPACED 1} %, _
MAX- ANCHORS, ER j p I 1
84 _ I ( BUCK TABPEO I •, -„- - fit' p O
�- MAX. HEIGHT I -- ` MAX, !4�Is_ - .�• BUCK
BUCK BUCK - - HEIGHT
x .I -- 10'MA;O,C. HEIGHT _ _X - •-U,• �� 40�A)(.O.C.. -I �( f f 10 .C. HEIC,HT - x i I^!, AS SHOWN
13-314"MAX,O,C,
EQUALLY 13.3I4"MAX,D.C. EQUALLY� - SASH 13-314"MAX,O.C: EQUALLI I - i --- - MAX-)
SPACED I ._L_- bPACEO:' VISIBLE _,_ SP(:EO. I -- �..•�. 1 f I
ANCHORS PER. _ - FL'CHONSPEIi, _ LIGHT Al('hop PER. ?
TABLES III 'f{+BLEa .J� HEIGHT TARLE;3 I rr
"� 1 i� _1 _ 1
I. y 6-12'L AX. 6.171 MA(. 6.112°MAX. - .
__. - _. __ _ Ihhti
NOAl4rHORSAT SILL \ -
- I 'SEE SILL WEEP- 0. ,�1110 ANWIORS'IT SILL ` + SEE,SILL WEEP- Br••I�--• NO ANCHOREIT SILL' \ Ur_ ...... -
SASH VISIBLE f SEE SILL WEEP- i I �!"SEE SILL WEEP.
52.1I8"MAX,BUCK WIDTH -+�NDTCFI DETAILS, - v�JOTCH,DETAILS. - 52-118MAX.SUCH WIDTH f+-°_.NOTCH DETAILS. •-NO TCH DETAILS
SHEET3 LIGHT WIDTH 'SHEET3 SHEET3 SOT
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP..FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME
SHOWN,WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELlPROVIEW-CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH D THROUGH CONFIGURATION_
FOR CUSTOM COTTAGE.CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN
75"HEIGHT SEE TABLE 5 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI
SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ),
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE:
4)ALL WOOD BUCKS LESS THAN 1-Ir2'THICH ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-112"THICK OR GREATER,1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AORJ -
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN:EMBEDMENT,INST,ANCHORS
SHOULD BE SEALED..OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS,
1 6)114.
MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, ,
7)DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300,,
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.- '
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W INDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT
BEEN USED IN THE DESIGN OF THIS PRODUCT_THE U LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO CONTACT WITH GENERAL NOTES 8 ELEVATIONS—........_........_...:1 COPYRIGHT Q 2020
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. FRAME,GLASS 8 ANCHOR OPTIONS,__..,-„,„...2 PGT INDUSTRIES,INC,
9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. INSTALLATION,FLANGE 8 EQUAL LEGIBOX.......3 LIMITED LICENSE TO MAKE
l 10)REFERENCES:TEST REPORTS FTL-7964,-7966,19-9037:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 INSTALLATION,INTEGRAL FIN fl)•CHANNEL:.::...4 COPIES FOR PERMITTING,
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONE:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAFBPA NDS 8 ALUMINUM DESIGN MANUAL DESIGN PRESSURES,...................___._..,,..._n;..5 ,
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, ANCHOR QUANTITIES.„._-.__.„..-............. 6 dLlt Ll l.l1!;!.Illy
BOM 8 AS EMBbY PROFILES
.^--......�....._....�..,-.,..8.9 .�`ONY:LYNIy,Afj ;�r
USER INSTRUCTIONS: ''1,lCENSe `l9 r
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 1 41 � '
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, - VINYL SINGLE HUNG WINDOW(LMI) 06/04119 *: hh Nu.507a5 #,_
3)KNOWING YOUR GLAZING OPTION(TABLE 1).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN -- - - "� { W *✓�ZLl.4h '_
PRESSURE FROM TABLE 4.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ('GENERAL NOTESBELEVATIONS �r';EKOSS 'c3�.•P'"'"�
OBTAINED IN STEP 1,.
Q- STATE OF [(/
4)DETERMINE THE ANCHOR QUANTITY FROM TABLE 5.:VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 'L•W �.ADDED ULTRACON+gNCHORS-JR-9lBI2020 T STATE OF -G� �
YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET-SETARE MET, CERT OF AUTH.H292.R6 '� �r
5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEFT4 FOR INTEGRAL FIN INSTALLATION. 1070 TECHNOLOGY DRIVE o ,^7S�70NAt.�?s��
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES N,VENICE,FL 341275 -
• (J-CHANNEL,FLANGE,INTEGRAL FIN OR EQUAL LEGIBOX). (941)-480-1600. t SH-$SOD A NTS ff+, 1 OF 9 lR
?� SHBSOO LAM( L A, A.LYNN AMILLER,PE
Ci P.E SB705
TABLE 1:ALLOWABLE GLASS TYPES - PIGURE A.FRAME CONFIGURATIONS FIGURE B:FRAME TYPES
ANNEALED _
Glass Table Sheet �.
De8Cf11)bOD •tl'=HEAT STRENGTHENED -"" I "-- -' - 1 t 3
Type # #_: 'PVB'=,090"TROSIFOL®PVE1 1)R
1 7116 Lami(3116"A-.090"PVB-3116"A) 4 5 BY KURARAY AMERICA,INC_ �-" �- -1
f _I
2 7/16"Laml(3116"H-.090'PVB-3116"H) 4 5 J-CHANNEL INTEGRAL FIN
4 'r
EQUAL-LITE ORIEL -COTTAGE )4 _
TABLE�2'ALLOVVABIE Ar7L'HORS THROUGH-THE A_
ro Min.Edge Min. 1
G- -
up Anchor Sub>yrala Distance Embedmenr JT9 �Y
P.T.Soumemme P (5
FLANGE .BOX OR EOVAL-LEG
070 SMS - =0,55) 7/16" '- 4.31$7-
(steel,I"S.S. Steel,A36' _ 318, 0105W ,
or 410 S S I Steel Stud,A653 Gr 33• 318' 0 0451"(18 Ga.) 7/16"LAMINATED 7/16"LAMINATED :FIGURE FRAME 511,WES
A Aluminum,so63T5 3r6" 5.036. GLASS STACK GLASS STACK
3116"steer Ullmcon or P_T.Southern Pine(SG=0:55) T716' 1-318" - y f �IBUCK WIDTH+ BUCK WIDTH �-BUQLWIDTH
Ullmcon* -Concrete(min,3 ksi) 1.11-318' i •f ' 1 �' `-y
3116*steel Ulmcon ,. Ungrouled CMU,(ASTM G90) 2-1/2" -- 1-114" -.--•3116"A •--'- 3116"H
.WIG-7 ttv3 Ireton,° Ungmuted CMU.(ASTM C-90t - 1"' - 1-114" m ,'--
-P-T:Sculhem Pine(SG=0.55) 9116" 1-316' - .090"PVB -- ,090"PVB x 7--- ,, _ cs i •a
012 SMS .51ee1."A36• 316" 0,05a.
x
(sleet.1843 S,S Steel Stud,AM Or 33' _W8' .,0 045Y(18 Ga)' f( m m j m .
or 410 S.S,) EXTERIOR -^---3116"A 'EXTERIOR ••-3/16"H
B, Aluminum.6063- ' Wal, 0.063"114"sU el Ullrcon�con or i ' RECTANGULAR RADIUS-TOP AFGy-'YOP
P.T.Southern Pine(SG=0.55) 1" 1-318"
` 1W"itwl:Crt'deAur -P T.Southern Pine(SG=0.55) �1." 1_318. '�' _ WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY
;, 1/4"steel AggnrGalor P.T Southern Pine.(SG=0.55) T. -1.318" ,- '-' BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN
Concrete(min.ZBSKsi) - I"• - 1:314' GLASS TYPE 1 GLASS TYPE 2 PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
1/4"steel Ullmcon Ungrouled CMU,(ASTM C-90) -2-12" 7:1-114-- - -" TABLES ON SHEETS 5•6.
C' 1/4'steel el Ullmcon+- - .C6ncmta':(ftnW3 k5-1)' �1-3116' 1.V4' -
Ungrouted CMU.(AS TM G90) r 1.114" -
114"deal Cretsnax Concrete(min 3.35 ksi) 1' 1-314"
"IM"'steel URrocan - Concrete(min,2 8Sk511 2-11V 14V4"
1/4"steel Ullraoon+ - Concrete(min,3 ksi). 2-1/2' �i 1:3/4" •? 10'NOM,GLASS
114"steel Ultracon+ 'Ungrouted.CMU.(ASTM C•90) 2-I/2' - 1.1/4" Malarial Mine Fy, Min.F.
'0 BITE TYP, -
D Concrete(min 3 35 kst) 2./1T - 1314
1/4"slcel CmteAex Steel Screw 92 ksi 120 ksi '1 'F
Ungmuled CMU,(ASTM C-90) 2-w" 1=1/4'' _ - 72 It l 74
1"Screw W ks,' 95 ksi _ 191
Cancrete.fmin.3.Z75kstl 1,112" 1:318" T-.`
114"steel Aggre-Galore 410 Screw � 90ks, i 110 Ksi -)
Grouted CMU,(ASTM C-90) 2'- 2' -
ElcdDeWaltAggre-Gatarb 57 ksi 'B6 ksi
hI1N:OF-31HRBAOS BEYOJ�O'THE 1.16T/Ui'SUBSIF=ATB. - •31�.-. _
"UNGROUTED CMU'VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS, Elce UIImCon9 155 ksi 177 ksi E%TERIOR ,75 -
3116"DeWult UIInCm+Q1 117 ksl 164 ksi
1/4"'DeWull UllraConI;F 27.ksi 184 ksi •+'I ,�� �I
TARP.E 1i:W1:OlVABtF: NCHDHST}1R000 `TH- G L {N 410 SS ElcolDewall CreleFle,rQ1 127 4 ksi 1897 ksT ,99 t ,�.-" i �``•) � a0
6o63-TSAlu-num 16 ksi 22 ks ' - COPYRIGHT s: 2020
Min.Edpe Min. - 1
Group Anchor Substrate
,- -A36 Steel' - :38IM-: 58 ksf. L,�� __ PGT INDUSTRIES,INC.
Dlsb ince Embedment 6- if l LIMITED LICENSE TO MAKE
--- - - - -- - - -' 33 Sled Stud 37 k51 '45 ksi `7S-,,(-•ol,--�e'r. =',(`}I COPIES FOR PERMITTING,
�2-1/7'Rtng•shank^Ropfing Nail P.T.Southern Fine(SG=•55) 318, 2-7118' - - -
010 Trusahead SMS PT.Southern Pine(SG=.SS) 1/T 1-weer TYP.-GLAZING DETAIL 1111t,,.t
(steel,18-8 S.S. Aluminum,6063 T5' WW 0.050" ---_- ..a`'ONY_LYN,y��'
or 410 S,S. `Steel Stud..Gr,33' 318'- 0.0451'(1B Ga.)
F ) Steel,A36' 3/8'- - 0.05 Y' :^�: '\.. F••';�C:
P.T.Southern Pine(SG=.55) 9116" 1 3/8" VINYL SINGLE HUNG WINDOW(LMI) 06/04/19
#12SMS :Aluminum,6067•T5' 3181: O.Oti3' _ _
(steel,188 S.S. ,.�,+�,o,�.r.•s•.- `
Steel Stud,Gr.33' 318' o,Dso" 1�nT
GLASS/ANCHORSIFRAME OPTIONS E KOSS .-tG
or 410 S.S.) _ ��-; ✓ `31A11�Q ku
-Steel.A36' 318" 0:050' c - - n - Q'; STAtEOF ((/ .
'Mlrii:OF 3THREAMS BEYOND THE METALSUBSTRATE: -- - 'r
"CEKT OFAUTH.b2925d %�StS .:. laG`'•
1070 TECHNOLO
NOTE: GY DRIVE
USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES 2 A 3,THIS SHEET..FOLLOW EMBEDMENT AND N.VEN ICE,FL 34275
EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 941-460-1600 ? SH-5500 5 NTS 2 OF 9 it SH5500 LAMI • A F LYN:71.'ALLBR PC
( ) P.E.v ATos
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION z INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
OPTION 1 DIRECTLY INTO CONCRETE/CMU, BUCKSTRIP INTO CONCRETEICMU,
�+ �-�- EDGE DISTANCE SEE NOTE 2,THIS SHEET.
ANCHOREDTHROUGH -
FRAME INTO 2X WOOD - - _ EMBEDMENT FMRFDIAEN7
FRAME OR BUCKSTRIP, �1--��1 114"MA%SHIM - -
SFF NOTE 2,THIS SHEET �� �•`- ` � �6�., 1/4°MAX SHIM --�� ;f•�- ,
h -.� EMBEDMENT 4 SABH VISIBLE �, (17)- _ EDGE
EDGE ��ti i-..10 LIGHT WIDTH +t
FLANGE FRAME
ME -�1- DISTANCE + . ,. 14^` �� - DISTANCE
' Y _._ .
BALANCE _ �, � I ,
._ ._ `.. 1/4'MAX - •1�PE'VARIES .__...� t 1 1 b
- ✓-� ..'.�..-.. �. _��i . - TYP.ANCHOR
_ TYP.ANCHOR TYPE. - 42 WITH SASH '' Jl `1 t 1
DISTANCE PER SUBSTRATE, DISTANCE PER WEIGHT
y�c7 �j�� r I�I TYPE.
E
SHIM F _
2•, `I EMBEDMENTAND
7 `EMBEDMENT AND EDGE EDGE 1iD EMBEDMENT
_ AND EDGE
(,31DISTANCE PER
_ SUBSTRATE. =n-%%' I EDGE SUBSTRATE.
r1B SEE TABLE 2.SHEET 2. SEE TABLE 2.SHEET 2. ' 1 �/ff.-,. — ,EXTERIOR r .�. 1 I I / _ '. •DISTANCE SEE TABLE 2.
-� 18 -•r // I !,/' �lB81 �.. SHEET?.,
9-', (4)'-'� �:`, -
FIXED _���"- 18 :a OPT.SASH TOP J
\-'-
VISIBLE -� LIFT RAIL •'•FLANGE LIGHT WIDTH FIXED VISIBLE DUAL E -
LIGHT , I (`t—Irir 17Y,-'„ FRAME \ - BUCK W IDTH - LEGIROX
HEIGHT L"• °+ - FORALLWINDOWS: NOTES: SHOWN -
{ _ FRAME
I ANCHOR Q3.55•• HORIZONTAL SECTION A-A
SHOWN
1 48. FROM END AND AT 1)USE ONLY
Ipp '4021J CENTER. SUBSTRATE-APPROPRIATE
FOR WINDOWS ANCHORS LISTED ON TABLE 2, -
_ I0J f SHEET 2,FOLLOW EMBEDMENT AND'
p OVER 36'WIDE: FBC APPROVED MULLION,FEIC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD,
T 2 I 0 I ADD ADDITIONAL EDGE DISTANCE LIMITS,ANY MAY BE VERTICAL OR HORIZONTAL-SEE SUBSTRATE PROPERTIES.TABLE 2,SHEET`.
I INSTALLATION OPTION SHOWN MAY - - - - -
�J V .,•15 46. 1j j.. SCREWS Q76-318' -
t4 11 `Y( i 9�S FROM END. BE USED ON ANY SIDE OF THE
WINDOW
BOTTOM LOCK WITH 1/4'MAX, p12 STEEL
.BOTTOM LOCKS: • SHIM
BUCK ,, 50., 16 - 2)MASONRY ANCHORS MAY BE +_ SHIMAX.
- O - - ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, � SMS(GS).SEE
SHIM
HEIGHT SCREWS Q 8-318• �"~ - SELF-DRILLING �.
85` FROM END. SHEET 2,ALL WOOD BUCKS LESS
30" �' THAN 1-1/2'THICK ARE TO BE TABLE 2,
SASH '' CONSIDERED 1X INSTALLATIONS.IX SHEET2. `.\ ••.I
EXTERIOR :VISIBLE WOOD BUCKS ARE OPTIONAL IF } �
LIGHT - `� UNIT IS INSTALLED DIRECTLY TO 1
�xol
HEIGHT SUBSTRATE,WOOD BUCKS� DEPICTED AS 2X ARE 1-1/2'THICKT, 86 j USE EITHER OR GREATER.1 X AND 2X BUCKS` r(���'//� ' Ij ,6S LATCH OR (WHEN USED)SHALL BE DESIGNED
(2)1 81 31 ;,3p K.� ,/� _ BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO FLANGE ' /, EQUAL
INTERIOR '� .. �-'•-�' _ TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX ' t
WEEPLOCATION:6-518" I �{
,NOTCHES AT ').j-^_�-,' FROM SASH END. DESIGN AND INSTALLATION IS THE SHOWN FRAME
BD -� - 1 RESPONSIBILITY OFTHE ENGINEER -.--r;�%'1 �•- SHOWN �. zl�J/��
EACH END, } -���, I OR ARCHITECT OF RECORD. (J. >..-� ,/ I"_J
1 ` EXTERIOR '1 - OPYRIGHTG 2020
,T'S� -•._- - 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ,(1.. "INSTALLATION INDUSTRIES,INC-
(ALSO REFERRED 70 AS DAYLIGHT FICGT
MITED LICENSE TO MAKE
OPTION 4 OPTION 467)' OPENING)IS MEASURED FROM OPIES FOR PERMITTING.
EOUAL•LEGIBOX --` 1/4'MAX SHIM BEADING TO BEADING, ANCHORED THROUGH ANCHORED THROUGH
FRAME INTO METAL FRAME INTO METAL
FRAMESHOWN �� �T L f'1 __1•� -\I`jj}Il111
,�•+\Ott(LYNIV41�.
.22'X 1.25•rcll)
IWEEPHOLE ' _ NO ANCHORS �WICOVER(a� , REQUIRED IN VISIBLE LIGHT FORMULAS _2.87'FROM - •�•,� • FLANGE OR _, VINYL SINGLE HUNG WINDOW(LMI) 06104/19 Neaad7D5 *_
EQUAL-LEG -WIDTH
EACH END. P �.�
„ a
FRAME SILLS QBABH:eucK WIDTH S FLANGE&EQUAL LEGiBOX FRAMES ;r4 E KOSS 'T`'L" �'Jl U - -
- -- - Q.FIXED LITE:BUCK WIDTH-4-318'
- y 0... STATE OF
HEIGHT(EOUAL•LITE) CERT OF AUTH A29296 !"�' _ a0� •('Om9; �0 -
VERTICAL SECTION B-B BUCK HEIGHT12-3.15116^ 1070 TECHNOLOGY DRIVE ' J''S`�S,.pNAL(E L`
N.VENICE.FL 34275 — A,LYNN MILL F.R,P,F..
(941)-480-1600 4 SH-5500 NTS 30F9 0> SH5500LAMI i- A PEKILIFR
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION s INSTALLATION OPTION 5
- ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT `f WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR
•ANCHORED THROUGH INTEGRAL I+- EMBEDMENT •� i-
1 —`' NOTF 2,THIS SHEET. RUCKSTRIP,SEE NOTE 2,THIS SHEET. ' '-- EDGE DISTANCE
FIN INTO 2X WOOD FRAME OR ----- - - II
BUCK-STRIP,SEE NOTE 2.THIS u'� - - - 114"MAX SHIM I lu
EDGE DISTANCE (1s�" 114°MAX SHIM
SHEET, TYP,ANCHOR TYPE, _ I 1�•�ti�� -
SASH VISIBLE !ll J-CHANNEL =-a te EMBEDMENTANDEDGE_ ,-(1B) - LIGHT WIDTH - (17) .
FRAME �=— DISTANCE PER SUBSTRATE, 1 L�=s`�-'i' ;^•- IL I
SHOWN --� �. SEE TABLE 2.SHEEf 2. I I �rl� ^x^t_✓t:t�:^s: ..:f ..
(SCREW SHOWN)
BALANCE :-r+�... •�� 1 '7 I
L -� } 7; TYPE VARIES �,�.` t f � it Al J i EMBEDMENT
4/4°MAX SHIM -2 ->12)WITH SASH _ r \ �t.%�_{ t
EDGE /// 1 �•-- •� WEIGHT
TYP,ANCHOR TYPE, DISTANCE
I! '` -J 30}•-f._�. �• 1
_ ,+ 1
1 EMBEDMENT AND EDGE
`DISTANCE PFR SUBSTRATE. _� -�.��f�,-�%,f,,,I,.,;-,»_-,..__...a_
SEE TABLE 3,SHEET 2. - _ - _
(NAIL SHOWN) ------� //1 _ EXTERIOR B�._j .I �j TYP.ANCHOR TYPE,
_ (�..} L INTEGRAL EMBEDMENT AND EDGE
r.{19t } -_�� FIXED VISIBLE - �3`j-'` L� _ - FIN DISTANCE PER SUBSTRATE.2.
FIXED �-{2�! OPT.SASH TOP - --1. - -
VISIBLE :- -11`"'�-�'•. LIFT RAIL J-CHANNEL LIGHT WIDTH �- FRAME SEE TABLE 3,SHEET 3,
,` \-{1:.} F� SHOWN (NAIL SHOWN)
LIGHT ��i—`f�/-1+ FRAME
HEIGHT 1- ! 'a •' _ - FOR ALL WINDOWS: NOTES: SHOWN
1 ANCHOR @ 3.55- -- - BUCK WIDTH -
-+ I, , I '-Ljgg} f e�� FROMCENT END AND AT 1)IISEONLY HORIZONTAL SECTION C-_-_C
(( I `-' ( ,21 CENTER- 1)1 STRATE•APPROPRIATE
J'p !--/l•-'�Z2)"' FOR WINDOWS ANCHORS LISTED ON TABLES 2&3
1
OF SHEET 2,FOLLOW EMBEDMENT OVER 3fi"WIDE: 1/4•MAT( _ FBC COMPLIANT ALUMINUM/STFEL FRAMING OR STEEL STUD.MAY BE VERTICAL OR
L� I IORIZONTAL,SEE SUBSTRATE PROPERTIES_TABLES 2 G 3,SHEET 2
SHIM—I t L _ ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY
�L .SI SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY _ __
45 46 'qT ('S} BE USED ON ANY SIDE OF THE
FROM ENU,
\iBUCKl ".•.- FOR WINDOWSWITH WINDOW,
np BOTTOM LOCKS: —#10 OR#17 STFFI `\ _ 1/4"MAX.
HEIGHT gp ' / ; U \ 6 J• ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE ,
SELF-DRILLING-� ...(I SHIM
7/ i1 SCREWS D,B-318" USED INTO L WO AS PER TABLE 2, `�- SMS(GS).SEE •y=��->-._I I+
T. { FROM END, SHEET 2 ALL W000 BUCKS LESS TABLES 2&3.
J THAN 1-112'THICK ARE TO BE
SASH �� CONSIDER ED IX INSTALLATIONS. SHEET 2,
EXTERIOR VISIBLE- �,? \ 1X WOOD BUCKS ARE OPT IONAL IF I I •� I _r
1
LIGHT 1 UNIT IS INSTALLED DIRECTLY TO i
•,I USE EITHER ) J!
II �I HEIGHT 1� y LATCH SHOWN SUBSTRATE,WOOD RUCKS , i
-I,A �,\ DEPICTED AS 2X ARE 1-10 THICK �./
LOCK
BOTTOM OR GREATER,IX AND 2X BUCKS -
.,OPT. • _ LOCK(SHEET 3).. `
~` I I T GS 67 •\" TESTED UNIT (WHEN USED)SHALL BE DESIGNED ,+ l FIN AND/OR
(2)�°�1�(p81/ 30. ! 1 } TO PROPERLY TRANSFER LOADS -� % _
_RRERIOR;I 31 y* � �---� LOCATION:6•SfB' TO THE STRUCTURE.WOOD BUCK - "' FLANGE REMOVED 1
{{ FROM SASH ENO. DESIGN AND INSTALLATION IS THE
WEEP \ (] -i�.{ IZ�"� IN-FIELD 1' 1IIr
NOTCHES ATti EIO RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN- J1
EACH END.I �\ \ ` O T- j�r L-
- NO ANCHORS OR ARCHITECT OF RECORD. FRAME SH WN ��•.,��; IL.II__!J
REQUIRED IN FRAME COPYRIGHT O 2020
,.,!��� � SILLS IF ANCHORING 3)VISIBI E 1 IGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION PGT INDUSTRIES,INC,
'�--' THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 �7' OPTION 8 LIMITED LICENSE TO MAKE
r✓ OPENING)IS MEASURED FROM O �,-; COPIES FOR PERMITTING.
INTEGRAL FIN _ - 114 MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO M1IETAL
—� BEADING TO BEADING,
'FRAME SHOWN � � �I_ �SHIM INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) 111111 J1117
$/7 X 1,25'WEEPHOLE ............
.- `-- - ,rONLY N
13H.)WICOVER @ 2.87'• __.` -- _, `� •'l.. 4��r�7
1 FROM EACH ENO. VISIBLE LIGHT FORMULAS
TVP.AIJCHOR TYPE, r >_`—'•%' `i-C _VINYL SINGLE HUNG WINDOW(LMI) 06/04/19 *. Np•581(T•' �.
EMBEDMENT AND EDGE�✓ � EDGE DISTANCE WIDTH �•' •�;ljy('4,
OISTAt:CE PER SUBSTRATE, -- QSASH:BUCK WIDTH-6.117'
2 J-CHANNEL&INTEGRAL FIN FRAME$s• E KOSS
SEE TABLE 3,SHEET 2. -�j EMBEDMENT +-
Q FIXED LITE:BUCK WIDTH-4.318. p - - —
(SCREW SHOWN) aJ 0�•. 5fA7Et7F
HFIGHT(EOUAL-LITE)IN CERT,OFAU'I H.k20206 `c i (�`sS•`,"LORIO�_.•a�\ate
INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2.3-15116° m '+,
ANCHORED THROUGH INTEGRAL FIN 1070 TECHNOLOGY DRIVE t '4�,f41NAL'rti,�`
INTO 2X WOOD FRAME OR BUCK- N.VENICE,FL 34275- " ,.
STRIP,SEE NOTE 2,THIS SHEET. (941)-480-1600 6 SH-5500 "'NTS T' 4 OF 9 �- SH5500 LAMI 9 A A.LYNH nuu.FR.P E
P,F.k 53705
TABLE 4:
Glass Types: Design Pressure,Ibs/ft2
1&2 -
+65.0/-70.0
Reinforcement
Level:R2 For all window&sash sizes per Table 5
I
HEADER
23,+
III-f i
MEETING RAIL
T i7
' '1j F,zTFP10q 1�j ��dl
U''
JAMB in
C4lL'Atw• ).,_ SASH
y'h1 pp HEIGHT
r t
SILL
COPYRIGHT,';2020
PGT INDUSTRIES.INC.
LIMITED LICENSE 70 MAKE
SECTION DETAIL FOR WINDOWS WITH COPIES FOR PERMITTING.
LEVEL R2 REINFORCEMENT
(REINFORCEMENTS
TO ALL FRAME FIGURES ABOVE
ETYPESB LY'UtI7j�`r
CONFIGURATIONS) ;� 1,y MN'R
VINYL SINGLE HUNG WINDOW(LMI) 06/04119 `* Nu.5B70 ` *�^
NOTES: 1 DESIGN PRESSURES&GLAZING E KOSS -dt•�'�y�;�1.i11 (Yc
1)USE TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN, ' ti �O ST 9120 (U��
2)FRAME DIMENSIONS ARE SUCK.SASH HEIGHT IS AS PER THE FIGURE, CERL OF AUTH:N29296 'y ��s F�PNIVt`.• �j�=C
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 1070 TECHNOLOGY DRIVE
ON THE TABLE. N.VENICE,FL 34275
(941)480-1600 SH-5500 S NTS e 5 OF 9 a SH5500 LAMI A A LYNN MILLER.P E
!� P:E.N.58705
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062" -.��II:.�—,.Ofi2'._ -.---��713�'_ .062'l< �1�.l: . - .. �� �Ii�"�l ,�'-"r- -l��'•f II �,f_,Itmoom-"'_ ]I_- �IC I] + �r - �1 � .062^
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1:375' :HEADIJAMB (?�HEADIJAMB 1.37T (�HEADIJAMB (a�HEADIJAMB /,3'1 IGHTSASH HD MEETING RAIL.
REINFQRCE.ME14T i 27 REINFORCEMENT
A62' II✓444 .062 4�I
2.444' 2.444
.625' J-CHANNEL .625, I . FLANGE ),37rt• f \FIN FRAME
FRAME SILL I�EQUAL LEG
-1.375 5 'FRAME SILL 0 SILL FRAME SILL
1.872'
r
ohs =•�I c 1.J. }I yI1I oss �tL P-1
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— 1
S• .3,.{R
r� 755 S 74'1.6 1 s
.035' oscr .050'
23 1.00 .060" .070' .
i
FIXED BALANCE SASH STOP 1 LIFT RAIL LIFT RAIL " BEVELED i BEVELED
1A) �o SASH RAIL 1,T1 , SCREW COVER (�,•INTERLOCK °O INTERLOCK COVER �.�^`_��INTERLOCK (�?)INTERLOCK COVER COPYRIGHT(-)2020
- MEETING RAIL _ /COVER
PGT INDUSTRIES.INC,
LIM TED LICENSE TO MAKE
COPIES FOR PERMITTING.
.316" 17� .300' �� liar t�'�'Z`•••'L1tikNSF;'•'��(�GY
.610 :751 .750" NYL SINGLE HUNG WINDOW(LMI) 06104/19 -
VIiF: {Na�9705 j*-
025 /11j[V,
7z LAM]GLAZING �'` EXTRUDED ROLLED 11 WINDOW EXTRUSIONS „ E KOSS =`j'-
C7lJ -SCREEN FRAME �a TATE
BEAD �'SCREEN FRAME 81' - - O STITF•.
CERT.OF AUTH.429296
1070 TECHNOLOGY DRIVE Ss�0lunk,E��'�
N.VENICE,FL 34275 n'ICtd`'t
(941)-480-1600 SH-5500 E' NTS 7 OF 9 . SH5500 LAMI i A t Yp E3 se,os PE,
TABLE 6: TABLE.6.'ODFTT_-
Bill of Material Bill of Material,cont
0 Pad A Description" - Material #. Part N ;Description Material—-._ - _
620101 Single Hung;Frame HeacITmbs-I J•Channel PVC '45•.. =197" Auto Lock Mechanism _ - "- - - - C Steer
j 2 '620102 Single Hung Frame Head S Jambs-Flange PVC 46, 72019889 ISweep Lock - "Cast Znc
3 620103 Single Hung Frame Head 6 Jambs-Fin PVC 47 -720195&6'�Auto Lock Cover Assembly - - Cast Zinc
4 620104 Single Hung Frame Head 8 Jambs•Equal Leg/Box 7 _PVC 48'776X1180PTX 06 x"11118"Ph,-FH SDS(Auto and Sweep Lock Screw) SS '
5 620105 SWDH Frame Sill-J-Channel PVC — -49 .7 00200: Aulo.arW'Swriip;L.eck,Kgeper.- Cast Znc
' -6 620106 "SH/DH Frame Sill-Flange ".PVQ- ,50 776X34PPA- g6 x 314"PH.PHSDS(Keeper.Scrow)_. SS
T- 620107 'SH1DH Frame SIII-Fin PVC 51` 420181 UR Beveled Till Latch Comer Key PVC
-8 620108 SWDH Frame Sill-Equal Leg/Box - - _ _ PVC 52 420182 UR�Pull Rail Till Latch Comer Key PVC '
14 620131-' Fixed Meeting Rail - PVC 53. •7634PHFL N6 x 314'Ph,FH SOS(ComerKey Screw) - SS
16 620129 Sash Rail(Sides,Top&Bottom). _PVC _ 54 420183 Till•Latch -PVC -
17• 620134 Balance T"r PVC 55 420184 -Till Latch Retainer _ - PVC _
18 620133 Sash Stop/Screw Cover PVC" _ 56 720207 `1""Tit IchSprang - SS
19-' 620136 Pull Rail interlock 6005 T5 Al" 57 420186 Plastic Till Latch Finger Pull PVC
20 620144. Pull'RaOlnterlock Cover- - PVC 58 720192 "Metal Till LaIch:Finger-Pull _ Cast Znc
21' '6201.7 Bewled-Inleuock - - 6005 TS At 59" 420180 -Piwt Bar Corner Key - _ PVC
22 620146 Beveled Intedock Cowr .. PVC__ 60; 720206-;PiwtBar _ - _ SS
23.. 620150' Light Sash Reinforcement 6063 T6 Al 63-• '720191 Sash Pull Handle Cast Znc
.27 620154 HD Meeting Rail Reinrorcemenl 6005 T5 AC. 64- 7267S4 Sash Pull Handle'Nilh Latch Assembly - Carr Znc.
30 61644 Weatherslnp,,18T K:270"F,nPile 65 7834FPT N8 x 3/4"-Ph,-FHSDS-(Pull Handle Screw) - SS
•.31 •60300 Weatherstrip,.190"x.300'Foam Bulb, Flex PVC 66 -420188 -1 Bottom Latch Strike Plate - Cast Znc
32 ! 61719 Weatherstrip,.187"x.220'PolyPile - - 67 7858B- N8 x 5/8"Ph,FH SMS-(Strike Plate Screw) 55
33 6'825- Weatherstrip Plug,.220'FInseal' 72' 620332 Lami Bead PVC
75 78X1MM All x 1'Ph..PH SDS(Interlock Mounting Screw) 74 - Backbedding,GE 7700or Dow 791.903 Silicone "
`36 '-78X3THPX 98 x'3"'Ph-PH SMS(Meeting Rail-Screw) 41O SS _ - 75' - -Setting Block(118"x 1/2"x"4") .. - EPDIA
37 7 71669SP Meeting Ball Screw Suppod Plate 6063 T6 A 80) 61012 Extruded Screen Frame Alum
38 720210 Weep Hale Cover- PVC 81- 61011 Roll-Formed-Screen Frame Alum
40 720)0000t Constant Force Balance_ B2 7CKGLB21 Screen Comer Key for Exlru ed Frame X4 - 'PVC`
p8 z'314"Ph.FH SMS(Gm.Force Balance Screw), SS
63W 47042 -Screen Comer Key with Pull Ring X2 - PVC
42 ; Spiral Balance ' 84 47D41 Screen Comer Key without Pu0'Ring X2 PVC
"431, 720205 Spiral Balance Since -- Nylon 85 '7CASPM Tension Spring SS
44" 78X114FPAX p8 x'1-1W PIL FH-SMS(Spiral Balance Screw)- - 410 SS 86 816C48 Screen Cloth Fiberglass
'�- 87; 6161635/61614:,140"Screen:Spline(Machine/Hand Rolled)- Vinyl 7 ,
" COPYRIGHTO 2020
PGT INDUSTRIES,INC. '
LIMITED LICENSE TO MAKE
COPIES FOR PERMITTING,
LYNNrJf7'';.
VINYL SINGLE HUNG WINDOW(LMI) 06104/19 ANo 58'105
t *U7rCr�G
BOM t• E KOSS r1)y(,at
CERT:OF AUTH-1l29296 Cr
NOTES: 1070 TECHNOLOGY DRIVE m 'SS/ONAL
lipVC BYENERGI WINDOW AND DOOR PROFILES,LTD.:TO BE LABELED FOR AAMA EXTRUDER CODE. N.VENICE,FL 34275 - _ r"'it I I11.0 vv
2)ITEMS f19-13.15,24-26,28,29.34,09,61.62,69.71.6 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, (941)-480-1600 SH-5500I_s NTS t} B OF 9 '':= SH5500 LAMI.��'., A `"LYP E,a saios PE•
I
y
OPT,SWEEP LOCK _
46 -a 49) OPT.AUTO LOCK
){ i
'... ii ��. _—(a� � �. �.�L '• 4��„ter--�C7)
(57)OR
OpT.PULL RAIL *• I m1 •' } ¢ a \- 1
INTERLOCKS T..( � f I �77) :� �(821bHt Ha)
486, J
OPT.
k 1 '
1 MITERED FRAME WITH fZI BEVELED
i--INTERI.RAN.EXTERIOR .;16'S aM1\ ��^'+- INTERLOCK
_ 1B�:=, •' �.,, FRAME WELDS { -�_..4` 8 COVER I
/- ti.JXi
C44)-/ •7 ``. - _ ` �)
r 1J' orW G
sslo �'v� SCREEN ,.,`
OPT.PULL HANDLE
w1THlATCH ASSEMBLY �U
DETAIL
(,( CON.7(ANTFORCE �.. �" i,T(65) (16)
-r• s .pA1ANCE-
LI„_._• r I OR ::• OPT.PULL
`-40 01`l�)r !-'•{42.49SPIRAI_BALANCE HANOIfE_.
(,16 \ � 1
MITERED FRAME WITH
+ 'y SASH INTERIOR AND EXTERIOR
ASSEMBLY ;.' FRAME WELDS
+r DETAILS -
f ♦ EX 5J EXTERIOR 38,-lam'.: ^-.,�� :� , ��.:• „� t`�nr-.
\�
! COPYRIGHT 2021
PGT INDUSTRIES,INC
LIMITED LICENSE TO MAKE
r" 1
5 .. ..�• •__.-_ CH O B iLAn'CE _ 1;63Y' COPIES FOR PERMITTING.
FFRAME
ASSEMBLY 'S
� •.. •-.. �'� •'•ICU 5F lC�,';
DETAILS
`VINYL SINGLE HUNG WINDOW(LMI) 06/04/19 _*- No.50705
:EXTERIOR'-�. ,•ASSEMBLY ,",;E KOSS
NOTES: - ys K - �per•, 91A1"GOF �[1!ti
1J SOME PARTSIOPMONS NOT SHOWN ON DRAWING FOR CLARITY.J-CHANNEL FRAME SHOWN,PARTS#14 5.OTHER FRAME
,'1'I �CERT.OF AU7H,d29296 %f(Css•FLOHIO(`-• G,V���
3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 667PES APPLY. 1070 TECHNOLOGY DRIVE v �47�/fOryAt_E�1�`�
N.VENICE.FL 34275 -
1)USE EITHER SASH TOP LOCKS DR SASH BUTTON LOCKS. (941)-480-1 N SH-5500 ° NTS 9 OF 9 `'" SH5500 LAMI 1_TA A I YNN MILLER PP.