HomeMy WebLinkAboutProduct Approval -1
MIAMI-D,F►DE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786),315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww y.miamidade.goy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miaini Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense'of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their,jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to 'comply'with the Florida Building
ing ne Zone.
DESCRIPTION: Series"5500"PVC SinHung Window—L.1VLI
APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation-
LM",sheets I through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section. "
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's'name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0519.05 and consists of this page I and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0714.03
MIAMI•DADE COUNTY f % Exprra ,
I p l E(D APP a s e: gus ,2016
( Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
(Submitted ander previous NOA No. 15-0519.05)
2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets
I through 13 of 13, dated 05115115, with revision A dated,05/05/16, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,L6 ading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked up drawings and installation diagram of aPVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using:Kodispace 4SG TPS
spacer system,DurasealO spacer system, Super Spacer'o NXTTm spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 1202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3:2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7964,dated 11115114,signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0519.05)
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E.
(Submitted underprevious NOA No. 15-0519.05)
C. CALCULATIONS
Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014),dated 05115115,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA N& 15-0519.05)
P E
Manuel i
e
P e
Product Control
Exam' er
NOA No. 4.03
Expiration Date: July 30,2020
,
App royal Date: August IS,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(cowmED)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS(CONTINUED)
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance,complying with FSC-2010 and FBC-5th Edition
(2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.05)
2. Statement letter of no financial interest,dated May 15;2015,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P,E.
(Submitted under previous NOA No. 15-0519.05)
3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by
Jaime Gascon,P.E. Supervisor,Product Control Section.
4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series
"5500"PVC Single Hung Window-L.M.T."approved on 07/30/15 and expiring on
07/30/20.
Manuel Per .
Product Control G am' er
NOA No.16- 4.03
Expiration Date: July 30,2020
Approval Date: August 18,2016
E-2
ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING
EXAMPLE FOR 28-118"MAX.O.C. 21- " FOR ARCH-TOP
RADIUS-TOP 64'MAX.BUCK WIDTH MAX O.C. HEADER(SIM FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
HEADER(SIM 1Y MAX.FROM ISTANT
A1LL FRAME SEAM ( 30' 1Y MAX / WINOOWIYPFS)
WINDOW TYPES) SHEET3 _SEEB. MAX O.C. '
52-1/8'MAX BUCK WIDTH
10'MAX•FRO SEE SHEETS r 1.114"
B.BEE A.SEEI-- '7 12°MAX / FRAME D.SEE -� B&9 1
SHEET 3 --._ l 30"MAX.O.C. �2'MAX. SHEET 31r i K 1D VISIBLE' SHEET4 r 111
8H.SEE
- MTH
1 12° FIXED SHEET 3 �-30'MAX O.C.-►�`�12'M C,
III SHEET4� I I
�- EQUALLY VISIBLE T A Sff(" / 1Y MNC I /
/ SPACED / LIGHT 17-7/B•MAX.O.C. SHEET31/ y /
EQUALLY 17-718'MAX.O.C. AN PER
SPACED / �_ TABLES 9•N /HEIGHT �- EQUALLY I / 17-7/8°MAX.O ) / I
ANCHORSPIR 91.78° SPACED
TABLES&11 MAX ANCHORS PER 0 ! / 0. BUCK
O �. BUCK TABLES&11 62°
T MAX T HEIGHT _ CK I AS SIGHT
HOWN
X i 10°MAX.O.C. HBUCKEIGHT 10"MAX.O.C. H IGHi X i Q MAX)
ll l� �� -I L
L--- - / 13.3/4"MAX O.
EQUALLY / 13314°MAX.0.C. EQUALLY SASH 13-3/4*MAX O.C. EQUALLY
�� �_ 1 VISIBLE UGHT �_ SPACED )L - -� SEE I ---
///// SPACED 1j I ...JJJ
TABLES 9�j, j A SCHORS PER
TABLES 9411 / HEIGHT A TABLES&HORS�11 SHEETS / 1.
1 JA 8&9 C
- &12'MAX &,f2'MN(. 6.1P2'MIA7C
B � W BFJ �CHORS AT SSEESILLWEEPB Nper_ 1-1J4° SEE SI WEEP-
ILL 4 NOT D
ETAILS,EEPSASHVISIBLEXBUCKWIDTH54'MAXBUCKWIDTH NOTCH DETAILS, LGHTWIDTH NOTCH DETAILS, 4
SHFET3 SHEET3 SKEET3
ELEVATION FOR TYP.FLANGE FRAME LEVATION FO NEL FRAME
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP,FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEWCONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN
75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.....-. -....-. .1
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 ELEVATIONS.............................1
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS..ANCHOR
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CBO OPTIONS..._._._._-.-.........2
INSTALLATION,FIANCE&
CONCRETE MASONRY UNTTS AND CONCRETE WITH MIN.K51 PER ANCHORTYPE.
4)ALL WOOD BUCKS LESS THAN 1-1/Y INTEGRAL RAL FINNTEGTHICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE ............-..3
DEPICTED AS 2X ARE 1-ill'THICK OR GREATER.IX 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,(AOR). &J-CHANNEL__.-......._._4 I
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING PRESSURES
_.._..._......-.6 I
__SHOULD BE SEALED. VERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES......._-......6-1
8)1141 MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT-FLUSH TOTHE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES...........---8-10
-- - — EXTRUSION PROFILES................11
7)DESIGN PRESSURES: ASSEMBLY&PARTS LiST.. . - - - - --
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED:
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL S CYCLE TESTING AND GLASS PER ASTM E1300. .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS
-- NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT :ASTME1300-09
E7300ABPA CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. _ NDS-2012 FOR WOOD CONSTRPRODUC7'REVLSED
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 - -- ay li ft ode ryp
10)REFERENCES:TEST REPORTS FTL-7964&7986;ELCO ULTRACON NOA;F_LCO CRETEFLEX NOD;ELOO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRO.—RE/ •AIS1S100•07/52-2010 Aao tw.,M 16'o a3�
UGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSMAF&PA NDS&ALUMINUM DESIGN MANUAL Eb'o N)oe Dm 2D
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL .��.1 " !l;l�,• Rer7sed By. Oaf°: WADDED ADDED SPACERS
DO
USER INSTRUCTIONS: ; .. JR 05/05/16_ BY
TO SHEET 11: Mi nlpado P�afi,cl fbntm9
D"f°- RaNsloa
OBd Sr.
1)DETERMINE THE SITE SPECIFIC,WINDOW OPEMNGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TOTHE INSTALLATION CONDITIONS. ,
3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGNG DmMpVon: Omuta BI:
PRESSURE FROM TABLES 4S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES H7 ELEVATION J ROSOWSKI
OPENING OBTAINED IN STEP I. (!, 14 1� '.r..
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILLMEETREQUMLEMENTS FOR 6 f 1070 TCFBdOIO(iY DRIVE 1)Ue: — Oata:
YOUR OPEMNGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. •.
.. N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .'','•�'•..� :-�
'i! > "" 1\.• -•��' (941)-400-1600 Sodm/ModaL• Seals Saeet: Dmvtrq Na Raw
INTEGRAL FIN OR EQUAL LEGIBOX)DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, '!!(-1 N 14 CERT, OF RUTH.028296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A
P.E860105
TABLE 1:ALLOWABLE GLASS TYPES
Glass Design Pressure Frame Glass Frame Frame
»,p@ Daacdptlon(Ltdedfrom Extedortotntedary Tabla# Shoot# Toes Options Conf(ga Shapes tnstAlationOpffonsthat may Jig used
5 7(W Laminated LG.:118'A Exterior tap+7116°Air Space+5116*Laminated;(2)Utes of t/8'A Glass with.GW PVB lntedayor 4,5 6 (sae Fig B) (see Table 1) (see Fig A) (see Fig q)
6 718"Laminated LG.:118°T Exterior Cap+7118"Ah Space+5118°Laminated;(2)Line of 1/8°A Glass with.090'PVB Intedeyar 4.6 6 ,..:into 2X Wood FromelBuckstdp-sheat 3,option 1
7 7f8"Laminated I.G.:3/18"A ExtedarCap+3t8'Air Space+6tt6't.amtrtatad;(2)Utes o}tib'A thu s with.040"PVB tntada sr ITan a Equal-Ute, SquarefRect, option 2
y 4,6 fi 9 5_116 OdellPrmlow Arah-Top& 11 n ugh the Name...,into ConeratalCMU-sheet 3,
6 7/8"Laminated I.G.:3116•T ExterioriCap+318"Air Space+51161 Laminated;(2)Utes of i/B'A Glass with.090'PVB lnterlayor 4,6 6 (#2) &Colla RadiusT of Lha window...... ,,,,gr 8h 1X Bucksbip Into ConcratelCMU-sheet 3,option 3
4s op
8 718"Laminated LG,:118°A Exterior Cap+7M8"Air Space+5116"Laminated;(2)Utes of 1!e"H Glass with.090'SO Interlayer 7 7 ....into Mete(-sheet 3,option 4
10 7/8"Laminated 1.0.:lAr TExtedor Cap+7116°Air Space+5116'tamtnatad;(2)U n;of 118'H Glass with.090"SG Intadayer 7 7 B --into 2X WOod Frame/Suekstdp-sheet 3,option 1
11 7/8'Laminated I.G,:3116°A ExtedorCap+318'Air Space+5110°Laminated;(2)Utas of lie"H Glass With.OtW SG Intedayer 7 7 / Equai•Lite, Square/Ract,Thmu h fie frame ....Into Concrete/CMU-sheet 3,o on 2
Equal-ten 5.16 Ode9Prodew Arch-Top& 8
t2 718"LaminatedLG.:3f1O'TExteriorCap+318"AirSpars+5116"Laminated;(2)Litesof 118°HGlasswtBt.040`SGbdedayor 7 7 (#4Y &tbttege Radius-Top Othowkrdow......rl,,nla
ugb1XBuckstdptntoOoacetafCMU-sheat3,opf(on3
13 T/8°Laminated LG.:t!8"A Extedar Cap+6118"AU Spaee+7116"Lemineted;(2)LRes of 3116'A Glass rfih.09D°SG Irdedayar 8 7 Metal-sheet 3,option 4
14 71W Laminated I.G.:UB"TExterior Cap+671•Air Space+7118"Laminated;(2)Lhes af3/i6"A Glass with.0801 SG tntedayer 8 7 Through the 2XWood FrameMucksirip-sheet 4,option 5
16 WIT'Laminated LO.:3110'A ExterlorCep+114"AG Space+7/16"Leminated;(2)Ursa of 3116'A Glass with.090"SO IMorlayor 77 J-gremrel Equa'J., Squam/RecL,Integral On...... Metal-sheet 4ti7
16 718"Laminated I.G.:3118'T ExtedorCep+114"Air Space+7116"Laminated;(2)Utes of3/16"A Glass with.090"SG IMedayer 7 7 (t11) 5-8 "iayPmrtew Arch-Top&
RadiusTopThrough the imine2X WoodFrom - trip•sheet 4,option 6
of he window...... Metal-sheet 4,action a
TABLE 2:ALLOWABLE ANCHORS THROUGHTHEFRAME GLASS TYPES 5,7,0,11,13 Through the 2X Wood FramelSuckstrip-sheet 4,option 5
&16 MAY NOT BE USED IN Integral Fin 6dagrat On_._...
Gree Anchor Substrate Min.Edge Min. Equal-Ute, SArch-Top&'
Group THE HVHZABOVE 30'. 5-e OrieOPrmiew Arch To & •...intoMetal-sheat 4,option 7
Distance EmbedmanY • (#3) P Through the Game..-into 2XWood FramrJBuckstd sheet 4,o
&Caaage Radius Top P option e
#10 SMS Steal,A36'G 0.55y 7/i8" 1318" antis w7ndow..,... .,-Into Metal-sheet 4.opt int 8
P.T.S m rre S
(steel,l&8 S.S. eel Stud,,853 G 318° 0.050" •MIN.OF 3THREADS
or 410 S.S.) St„ r.33' 3/8° 0.0451`(18 Ga.) BEYOND THE METAL FIGURE A FRAME CONFIGURATIONS FIGURE B:PRAME TYPES
A A annum,8063-T5' 318° 0.050° SUBSTRATE.FOR A=ANKSALED
P.T.Southern Pine(SG=0.55) 7116" 1.318' STEEL STUDS, !� 'H'=HEAT STRENGTHENED
3116"Steel Ultracon Concmta(Min.2.85 ks() 1' 1 &++ MIN.Fu=45 KSI& y/ °T°=TEM-ERED
MIN.Fy=33 K5i. f 2 'PVB'=.aev aurACT�PVB
Urtgrouted CMU,(ASTM G90) 2-112" 1-1/4" %� 0 4 O OV KURARAYAMERiCA,INC.
P.F.Southam Ptne(SG 0.55) 9118" 1.315" 'UNGROUTED CMU'
#12 SMB USED FORVALUES GROUTED / BOX OR Q SG°=.030 SENTRYGLAS®
B (steel,18-8 S.S. Steel 636' 3/(i° 0.050° FLANGE EQUAL- INTERLAYER BY KURARAY
or 410 S.S.) Steel$lust,.0853 GG 33• 3B° 0.0451'(18 Ga.) CMU APPLICATIONS. LEG AMERICA INC.
Aluminum,608375• 3181 0.063" EOUAL-t LTE ORIEL COTTAGE
1/4"ateei Ultracon Concrete(min.285 ksl) 1' 1-314"
C Ungrouted CMU,(ASTM C-90) 2-1/2° 1-114" FIGURE C.FRAME SHAPES
114"steel Creleftex Concrete(min.3.35 its!) 1" 1.3/4° -►BUCK WIDTH) •--►BUCK WIDTH---- (BUCK WIDTH�-
1W steel Ultracon Concrete(min.285 kst) 2112° 1.314° r-
114'steel Ultracon P.T.Southern Pure(SG=0.55) 1° 1.318" T T
114"steel Cretegax Concrete(min.3.35 ke() 2112" 1314' c�ar7f 1 I Ungroufed CMU,(ASTM C 90} 2112° 1-114° w w = T J-CHANNEL I
D 114"steel Cretellex x = 2
P.T.Southern Pine SG-0.55) 1" 1-3/al
f x
114"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112' 1-318° /!/ mL21
o
P.T.Southam Pine SG=0.5 1" a" 7 1!4°steel Aggtn Gator GroutedCMU,(ASTMC-90) 2a 2' 111
RECTANGULAR RADIUS.TOP ARCH-Top
TABLE 3:ALLOWABLE ANCHORS THROUGHTHE INTEGRAL FIN - WWDOWSHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY !•RfiylriED
BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING - PRODUPRODUE:Cagwbhtiailarids
Group Anchor SubstrateMin.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT SLOCKSIZE FROM as cumgGede
Distance Embedmone THE TABLES ON SHEETS 8.10.
A—ptoMe N,!(0-071 00
X.31 = r-c•a t•.r•fli. Revload By. Oa Rorixks: Pxpimtist Dalt: //1. 20
2-1/2'Ring-ehank Roofing Nail P.T.Southam Pine(SG=.55) 31W 2-7116" ` Tr
1-We' `�•' ;.•,` RmrtrW a}- Oona RrNrlaa• Mi-i rrecatto rc$
#10 Thtashead SMS Aluminum,8083-T5' 318" 0,050°
(steel,18.8 S.S. Steel Stud,Gr.33' 318" 0.0451"(18 GaJ _ _
or 410 S.S.)
F Steel,A38• 318' 0.050" °MIN.OF 3 •:. - I
THREADS BEYOND (JL•'y�/�/ GLAASSIANCHORS/FRAME OPTIONS ROSOWSKI
P.T.Southam Pine(SG.55) 9118° 1318° THE METAL `';,I ''t
#12 SMS 1070 TECHNOLOGY DRIVE naa aN;
Aluminum 6083-T5" 3t8' 0.083" SUBSTRATE.FOR H.YENiCE,tl 3f27S
(sisal,1&8 .) bIMLSTUDs. •`••..?:":::: .;;•` SINGLE HUNG WINDOW INSTALLATION LM 05/15/15
of 410 S.S.) Steel Stud,Gr.33' 3/8" 0.050° •. (841)-480-1600
Stoat,A3$• 318' 0.050^ MIN.Fu 48 KSI& "rtr, t; ''i� SMrejNadet• Srnie Srueb D mrkp tto. Raw.
MIN.Fy=33 KSI. A'L Pmn)�.E, CERT CF Alll}1.829296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCRETE(CMU. BUCKSTRIP INTO CONCRErEfCMU.
OPTION I EDGE DISTANCE SEE NOTE 2.7HIS SHEET.
ANCHOREDTHROUGH EMBEDMENT
FRAME INTO 2XVVOODEMBEDMENT ItrMAXSHIM
FRAME OR SUCKSTRIP. is)-N I'll.MAX SHIM
SEE NOTE 2,THIS SHEET. SASHVISIBLE
EMBEDMENT
FLANGE FRAME j j EDGE 17 LIGHT WIDTH EDGE
SHOWN DISTANCE D DISTANCE
---If 44 BALANCE
IW MAX .. ...... TYPE VARIES TYP.ANCHOIR
SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPIE.
TYP.ANCHOR TYPE, EMBEDMENtAND WEIGHT 54 ELMEDUM
EDGE 30
EMBEDMENT AND EDGE DISTANCE PER _ANDE.
DISTANCE PER SUBS IRATE, DISTANIMPIER
SEE TABLE 2,SHM SUBSTRATE. ...... EDGE suasTRAM
is SEE TABLE Z SHEET 2. EXTERIOR DISTANCE SMTAELE2,
87
SHEIFF2.
Fl)�ED 19 20
OPT.SASH TOP ED 00 M E b.
VISIBLE FAN
ME GE 2 EQUAL
LIGHT J
HEIGHT FORALLVANDOWS: NOTES- 1-14 BUCKIVIOTH LEGSOX
49
48 FROM END AN1 ANCHOR @D AT 1)USE ONLY
3.W HORIZONTAL SECTION A SHOWN
21 CENTER SUBSTRATE-APPROPRIATE
22 FORWINDOWS ANCHORS LISTED ON TABLE 2,
72a OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FRC COMPLIANT ALUMINUMGTEEL FRAMING OR STEEL STUD.
ADDADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2.SHEET2.
14 45 46 41 SCREWS @16.3'8' INSTALLATION OPTION SHOWN MAY
35 FROM ENA BE USED ON ANY SIDE OF THE
o FORVVINDOVVSI?VITH WINDOW 1/4MAX
BUCK 16 BOTTOM LOCKS: 2IED MAYBE SHIM 010OR#12STEEL 1/4'MAX
HEIGHT 60 ADD ADDITIONAL USED INTO WOOD AS PERTABLE 2, SELF-DRILLING SH
SCREW8§8-aw SMS(05),SEE
30 FROM END. SHEET 2.ALL WOOD BUCKS LESS
THAN 1412'THICK ARE TO BE TABLE Z
SASH CONSIDERED IX INSIALLATIONS.IX SHEET2.
TABLE
SHEE'
EXTERIOR MSIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLYTO
<3 HEIGHT SUBSTRATE.WOOD BUCKS
is DEPICTED AS 2X ARE 11-lir THICK
OPT. 86 1— USE]EITHER OR GREATER.IX AND 2X BUCKS
65 LATCH OR (WHEN USED)SHALL BE DESIGNED
(2)1' 81- 31 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL
INTERIOR TESTED UNIT I I
THE STRUCTURE.WOOD BUCK FRAME
WEEP LOCATION:A-5fir _THE
INSTALLATION is THE - SHOWN FRAME
NOTCHESAT 80 FROM SASH M. RESPONSIBILITY OFT
F THE ENGINEER III SHOWN
EACHFND. (-g�N OR ARCHITECT OF RECORD. Ul RtOR
7-- - 8 66 3)VISIBLE UGHT WlIYrH OR HEIGHT INSTALLATION INSTALLATION
BY (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PROD=RBVAM
OPENING)IS MEASURED FROM ANCHORED THROUGH
EQUAL-LECIBOX El BEADING TO BEADING, ANCHORED
FRAME SHOWN r,)r---I ---ilWMAXSHIM FRAME INTO METAL FRAME INTO METAL Ac�arip
I i It ll!" fiftl"d W. Data, . li..Date
.2r X 125° fly
VVEEPHOLE�
T FLANGE OR NOANCHORS Minn ado pN*d
WICOVER@ REQUIRED IN VISIBLE LIGHT FORMULAS R.Wfoad By:2ArfROM
EACH END. EQUAL-LEG WIDTH
FRAME SILLS @SASH:BUCK WIDTH-6-112"
@ FDIED LITE:BUCK WIDTH-4-W FLANGE&EQUAL-LEG/BOX FRAMES
J ROSOvvm
HEIOKTMMMAHE) 1070 TECHNOLOGY DRIVE 17U. 0.1ft
VERTICAL SECTION B-B BUCK HEIGHT12-3-16H6' %
N.VENIC�FL aZMSIN -LM 05fi605/18/'t5GLE HUNG WINDOW INSTALLATION
(941)-480-160O
'dot meet:
I F
P OF AUTH,'.6 SH-5500
NTS 30 13 MD-SH550"1 A ,
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5
ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN
LAT) ION EMBEDMENT WOOD FRAME OR BUCKSTFUR SEE INTO 2X WOOD FRAME OR
ANCHORED THROUGH INTEGRAL I-- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS S EDGE DISTANCE
FIN INTO 2X WOOD FRAME OR — i
BUCK-STRIP.SEE NOTE?,THIS EDGE DISTANCE it4*MSHIM 16 1/4'MAX SHIM
SHEET. TYP.ANCHOR TYPE, SASH VISIBLE
J-CHANNEL E FOMENT AND EDGE
FRAME 0 PER SUBSTRATE, 18 LIGHT WIDTH 17
SHOWN S E TABLE 2,SHEET 2.
• --------------4Z— -1 (SCREWSHOWN) BALANCE
L1114MAX SHIM "YPEVARIES aQ EMSEDNEWT
42 WITH SASH
TYP.ANCHOR TYPE. EDGE WEIGHT 54
EMBEDMENT AND EDGE DISTANCE 30
DISTANCEPERSEE TABLE 3.SHEET
TE, 31
9EET 2
(NAIL SHOWN) EXTERIOR 87 TYP.MCHORTYPE,
INTEGRAL EMBEDMENT AND EDGE
3 DISTANCE PERSUBSTRATE,
FD(EO FM-D VISIBLE FIN
20 OPT. J-CHANNEL LIGHT FRAME SEE TABLE 3,SHEET 2-
VISIBLE UFT RAIL SHOWN (NAIL SHOWN)
LIGHT
HEIGHT FOR ALL WINDOWS NOTES: SHOWN
48 1ANCHOR @155' FRAME SUCK WIDTH
49 FROM END AND AT 1)USE ONLY
21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
22 FORWINDOWS ANCHORS LISTED ON TABLES 283
72 a OVER 3W WIDE: OF SHEET 2.FOLLOW EMBEDMENT IW MAX DADEAPPROVED MULLION,FEIC COMPUANTALUMINUWSTEEL FRAMING OR STEELSTUD.
AODADDITIONAL AND EDGE DISTANCE LIMITS.ANY
14 45 46 47 SCREWS @116*W INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORMONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.
1Q) FROM END. BE USED ON ANY SIDE OF THE
BUCK 0 v FOR WINDOWS WITIJ WINDOW_
HE[ 16 BOTTOM LOCKS: N10OA#i2 STEEL IMMAX
60 ADD ADDITIONAL z)MASONRY ANCHORS MAY BE SELF-DRI G SHIM
30 T
USED INTO WOOD AS PER TABLE Z
85 SCREWS @ 8-&r FROM END. SHEET 2.ALL WOOD SUCKS LESS SMS(GS)THAN 1.1/2°THICK ARE TO BE 00 TABLES 2&3.
SASH CONSIDERED IX INSTALLATIONS. SHEET2.
EXTERIOR VISIBLE LIGHT IX WOOD BUCKS ARE OPTIONAL IF
HEIGHT USEEITHER UNIT IS INSTALLED DIREOMYTO
16 LATCH(SHOWN) SUBSTRATE.WOOD SUCKS
OR BOTTOM DEPICTED AS 2X ARE I-lreTHICK
OPT. 86 1 m , LOOK(SHOR GREATER.IXAND 2X SUCKS
65 (SHEET 3j. (WHEN USED)SHALL BE DESIGNED
(2)1° 1 30 Im 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN ANDJOR
INTERIOR41 LOCATION,6-5/V
WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED
NOTCHES so aCsidWAN5 INSTALLATION IS THE 13 IN-FIEL
EACH END. RESPONSIBILITY OF THE ENGNEER INTEGRAL FI
NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOO
REQUIRED IN FRAME
7 -BILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION
THROUGH FRAME. _(ALSOREFERREDTOASDAYlUGHT__ -OPTION 7 OPTIONS _
OPENING)IS MEASURED FROM
1W MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL- .,Vm*ivs With to pr4ift
SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED)
27'X1.26'VVEEPHOLE Asim*
td . . GIJ
�OWICOVER @ 2.
FROM EACH END. BY
VISIBL LIGHT FORMULAS Munni do
Rah Dr. Dwtl.l Rovidw.
TYP.ANCHO I- ISOMOISTANCE
EMBEDMENT WIDTH
DISTANCE PER SUBSTRATE, I W@SA BUCKDTH.&reI
SEE TABLE 3.SHEET Z --I EMENEDMENT@F LITE-BUCK WIDTH-4318•
(SCREW SHOWN) J-CHANNEL&INTEGRAL FIN FRAMES J ROSIOWSKI
HEIG QUAL4M
INSTALLATION OPTION s VERTICAL SECTION D-D BOC HE 1070 TECHNOLOGY ORK 771to, Date.
IGHT12.3-16116* ........ N.VENN,R.34275
SINGLE HUNG WINDOW INSTALLATION-LM
INTO 2X WOOD FRAME OR SUCK- • 105/15/15
ANCHORED THROUGH INTEGRAL FIN • • (941)-480-1600
Na tier.
STRIP.SEE NOTE 2.THIS SHEET. gkk*"
MD-SH A
CENT.OF AUTH.J29 SH-5500 NTS 4 OF 13 1" 5500-01
i -
--►{ 7/8'NOM. � � 7/8'N 718°NOM. � � 718'NOM. � � 7/8'NO 5/16")VA PVB I 5116'AIA PVB I 5/16"A/A PVB I 5116"A!A PVB 5/16"H/H SG
7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 318,AIR SPACE 7/16"AIR SPACE
118"A GLASS 1/8"T GLASS $116"A GLASS 3/16°T GLASS 1/S"A GLASS
a EXTERIOR G]EXTERIOR a EXTERIOR a FXTERIOR a EXTERIOR
III
76-78
78-78 76-79 78.79 78.79
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9
7/8•NOM. {+ - 1 7I8'NOM. {�- -+{ 718'NOM. Imo- -1 716'NOM. �+- --�{ _V NOM. �-
6/16"H1H SG I 5116"H/H SG I I 5118"H/H SG I I 7116"AIA SG I 7/16"AIA SG
7/16'AIR SPACE 318"AIR SPACE 31W AIRSPACE 5/16"AIR SPACE 5116"AIR SPACE
1/8"T GLASS--\ 3/18'A GLASS 3116"T GLASS 118"A GLASS 1/8'T GLASS
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR G]EXTERIOR
78.79 78.79 76-79 76.70 6•�
—R
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14
-1 7/8"NOM. -1 7!8°NOM.
7116'A/ASG-I 7/16"/VA SG
1rz•NOM.GLASS GLASSTYPES9THRCUGH 1/4"AIRSPACE 1/4"AIRSPACE
76.79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS
WITH J-CHANNEL OR
72 74 INTEGRAL FIN FRAMES aEXTERIOR -- -- aEXTERIOR
GLASS TYPES6,7,9,11,13 X79 79
816MAYNOTBE USED IN
ODUCrREVISED
EXTERIOR 75 . THE HVHZ ABOVE 30'.- __ _ __-_ _ __. _ _ = _ ._ _ _ ___ __ �Rm ft8 htop1�b __ _ _
a GLASS TYPE 15 GLASS TYPE 16 1; 9�°"r„ d •03
38 30 Revind Fr. Dale: R�bAxr intm Dme 4�20
OQ❑ •:•_t:{i:l;!''1 'f: Miam' udc Product
o .:,:.• Ravfsed Or. Date: Revlrkre
• ••• GLAZING NOTES:
DroNa By
TYP.GLAZING DETAIL "i'=HEATTSTRENGTHENED /� ® GLAZING DETAILS J ROSOWSKI
'r"=TEMPERED �L VL' 6 l`: Dofo
'PVB .090•BUTACITE P 1070 TECHNOLOGY DR
�yBBYKURARAYAMERICA,IN0. I� . :;•.+ DRIVETitles
'SG'-.090'SENTRYGLASPBY KURARAYAMERICA,INC. "' •" N.VENICE,FL 3+275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
'� •'.;:'.reF.�,':'1.`''•: (941)-480-1600
FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. !'•i,,'.'' ""•, Serrea/lfodek Scot: 6'h"oE ormr7a9 No. Rev:
.•A`L 10.,a ' CERT.OF AM.#29298 SH-5500 NTS 50F 13 MD-SH5500-01 A
d.�dras
TABLE 5: TABLE 6:
TABLE 4: ma.7yp1 odWns.tn .a
6v.ryp.. Doslpn Pressure,Iballt) 6 ooa dplml gp. B.hHdplt �elpn Pre.aure,IbelDa obu Tpas Ddslon Pressure,lb 0
6,8766 IbinLl-1 PAIWOWkdas R-p161) Wnd-e.kwdh 0,762
+1-60.0 R2 motsh- u IA48 1 57125 +65.01-7010
R.I.t Lew) 23.6 Egw44b 11.501 4810 I-70.0 I 460. -710 R.InL Owl
R1 For Ovirdm&ouh aims SlrtdadCdbp 14.617-16.070 +BSD •70.0 1+BSA -70.0 R0 Ferae Obdmand Bosh Ohba
28 Egir40D 11509.11.610 .650 -7010 4610 -70.0
SEE TABLE 9,SHEET 8 FOR SumaM Pmisv 17.317-11.662 46.0 •70.0 410A •70,0 SEE TABLE 10,SHEET 9 FOR
NCHOR GROUP AND QUANTITY. rum% 21517-2526 4e50 70.0 46SO 70.0 ANCHOR GROUP AND QUANTITY.
SWWMCdtq. 2n6B-2&818 .810 -70D 46A 70.0
37.375 Eq.4Do VAR-20.067 46o •"D .57.0 -70.0
6bndlMPrak7 11617-17.616 +6.0 -TOA .65.0 •70.0
8halotl 1197-14510 .6.0 ..A +6810 •TDO
Tura% 27510-51.911 4610 70.0 4610 70.0
QYbim Sbe 26617.27602 460 -TDO 465.0 •70.0
6badrrd Camp 2&517-29610 46.0 •70.0 .1310 70.0
HEADER 44 Eg04D. 2D617-23618 .6.0 •700. 465.0 -70.0 HEADER
Obnd 1PMAm 17.617-20.618 +Bio "A .GSA •70.0
23 c t-sl. 11517-17516 460 •70.0 486.0 -70.0 23
SbW d 11.577-taste 46.0 •TOD 4860 -roA
hlrl 51.66]-05.011 160 No .8610 -70.0 0
c SWdaOCdbp 20617-31582 440 -70A 486D -790
Eq.4Y. 24517-29510 4610 .70A .6D 70.0
o D MEEINGRAIL 48 slad,dPmdea 17.617.20.510 4Z0 •70.0 .65.0 760 MEETING RAIL
Wslam Shia 15517-17.518 +mo -70.0 465.0 700 D
25 0 om..Sim 12517-10.618 oso •m.0 1 4610 1.70.01 27
EXf[i21 a sh d t 11]77.12510 TO -70.0 4WD •70.0 9MMOR
o p Ufmt 3&20-3786 +r60 -70.0 .aso 751
D iR 6WWMCdbp 2&617-11= .60 760 4610 lam v p
23 Equ", 23517-2&510 460 701 4WA 795 23
JAMB pctan6ba 2MOf47-21510 4650. .7010 .610 -70.0 JAMB
16029 j
Bb dPndw 17517-21510 465.0 470.0 460 710 10R SASH
E%IEWOA SASH patsim 14.517-17.618 +610 -700 466.0 •70A HEIGHT
HEIGHT Oni,msi„ 1y517_1g5y0 .60 no 406.0 -70A
snow 110.77-lzne 460 _ron .6n 7no
T. l Mi7-41A44 .60 -TOA +6510 70.0
6bnbdC4%ap 31.617.59610 460 -700. .e&0 70.0
23 Eq.RO. 20.517-31.610 .ED -100 +65.0 qao
6landaal PmJA 23517.296/8 .60 .7no -WA -7010
SILL e2 C.to sba 20.617-25515 u&o 1-7Do 1+55.0 -70.0 SILL D
dabxn Bh. 17617.14610 46.0 -70.0 4510 710
C.1p,8ha 14.517.17.818 +6A -7010 1+530 491
(181101 She 13017-14618 460 -710 4830 87.3
5821131 i1.m1.13m0 460 -700 460. 496
T5.1 30.517-41544 46.0 -710 48&0 an0
,o Clnt..M. 39617-30.518 .610 -MA 466.0 70.0
Eq.t4b 53617-36610 +6.0 •700 *mm 760
75 Oohmsim &251-36610. .W -7no 4WD -70.0 SECTION DETAIL FOR WINDOWS WITH
SECTION DETAIL FOR WINDOWS WITH - Sbae4dP W- X517.32510 .6.0 .70D 4M0 70.0 - -
LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C.-M.. 21517-20516 46.4. -10.0 .610 10.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE hW t 2&6b-20515 .430 -roA 4WA 495 (REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES 8 EgwtD. 3&617-41M44 .60 .70.0 1&0 •70.0 APPLY TO ALL FRAME TYPES 8
CONFIGURATIONS) 64 C.mnsb. 55617-36610 I 463 1.700.14W.0 475 CONFIGURATIONS)
_ - Stvdrdit"a .33A10-35.610 460 •710 +60 46s PRODUCT REVISED
alae Tm 41Aa 1•60 1-70.0 1 4610 1 416 - - - - - - _. .as complyingWRh DmPladda
SEE TABLE IO,SHEET 9 FOR ANCHOR GROUP AND QUANTITY.
OaildiOgCAtle J
••MIN.SASH HEIGHT=WINDOW BUCK MGHT-50.136 AlseptOnco No.6'
O/4
Gx" Dale
RevLW W. Date. IteWWn:
3•`;.' D•liami)Ade Preaud
.. q.H3.d 9Y: Dafe: Devi**..
' W.
_
Ororrr
t)UE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •��OTES' ® GN PRESSURE TABLE JROSOWSKI
. 6 Ir'I�I� DESIGN
TECHNOLOGY DRIVE MW Date:
.:;
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE. - N.VENICE,R.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO 741E NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600
��• `•'•. • � Serlee/Nadeb
ON THE TABLE. ,,A.L'Yl N:MI 'AE. ,
.Efl 6e CERT.of AUTH.129296 SH-5500 Scala: SheaNTS l""6':
Drewatp OF 13 MD-SH5500-01
No. Ray.A
TABLE 7: BLE 8:
Al.�7yp.
447,1L.VOR.Q.
0.0. °aO1sTf94. 90118a.f77
IBedbw6r90.Am SbligpM Deslon Peasum,tw613SUDtftf0aa.hu.Idd
a.nimowm- 0p M) vwb 13 (O 031-Laftw@ww- Po0m Davtmb
DPBfN.M90fma lbo[lil
36Ra
o
Hdgm sfwm epte40 1 40 1 52125 11 3 Nd0ai9111111 7B 1 24 32 30 1 40 1 40 1 62125 54
216 I EgWY 11-394 .703•110.0.70.11 4100 1 702•110.0 1.70.0 1 4la0 23.6 EgaaHmo 11204 .70.01-110.0.70.0-110.0•710-110.0•70.0-110.0+110 1•170.0 1•70.0 1-110.0 70.-110.0 -70.01-110.0
SIaMIad Cap 14517-16.670 .700 410.0 70.0-710& .110-170.0+110-110.0 BladmOCOtlaO. 74.577-15&70 •70.0•11D.0 470.0-170.0.110-110.0 70,0-7160+mo-1720 •70.0-110.0•70.0-"ED +70.0-110.0
26 Eq m. 11.561.14310 4703-1100 0.0.0-110.0 4700-1140 470.0 4110& 28 EgOSN. 11.503-11570 70.0&10.0 70.0-110.0 00.0-110.0 740•1160•70.0•110.0 •70.0-Me•70.0•110.0•?0.D-1140 O
smrdmO Ruie. 11977-17 3 62 .110•1400 .110-11a0.110 4t0X•70.0 4110& simdad pwiA 17.377-11682 •70.0-110.0 +110•710.0•70.0-110.0 70.0-71010 70.0.110.01.70.01-110.0•70.0 410.0.7o.D-110.0 HEADER
TMA 21517.251780 1703-1faA +70.0-110.0+110-110.0+110 41W Td t 22617-257511 •Tao•110.0 •740-110.0 +70.0 41".760•tido.7ao•11D.0 70.0-Hao•70.0 410.0 70.0 •110.0
6t..1.d Quw 20Ai6•a.56 4703 410.0+703 4fM0-me-110.0+110-7710 5aO4lOCO0ap 20.160.0.510 •70.0 410.0.70.0-71010.70.0 4160.110 41aO 7ao•11040 .110-Hao•7ao-1110 70_0-1f0.o 25
37.375 ETAft 17.617-21967 .70,0 410.0 4110•710.0.110 410.0+110•100.0 3L3f. Eq.*M 17517.20567 70.0•71DA 740-110.0 70.0 410.0 •70.0-110.0•10.0•710.0 -70.111410.0 70.0 410.0 •110-100.0
staad.d PmA 10.5/7.17310 1113 410&70A•110.0+mA 410.0 70.0•110.0 SUMamPmAM 14517-17510 70.0-110.0 70.0-110.0 70.0-110.0 70.0-110.0 70.0-110.0 .740-770.0 70.0•770.0 70.0-110.0
small 11.377.14.610 +TOA 410.4110.110.0 +7110•107.0+740•1010 sbe.61 11.777.14519 •70.0 41DA •110-770.0•70.0 410.0 •70.0•1td0 70.0-110.0 +70.0-/70.0 70.0 401.0•70.0•1030
T.w 27303.31.011 .703 410. OAD AOA .?0.0 •010 .110 ADA T.W 27.633.31371 .70.0•110.0 .110-110.0.me•110.0 70.0-,dao+70.0•110.0 70.0 90.0 70.0 03.0 703 40.0
0.10.11 B® R91-7-MM 82 +703 110&+703 410A+110 410.0 4110-710,0 ad.msw 26517-27502 .703 41&0 •110 4103•110-770.0 •710•1160 70.0•110.0 •7ao-1140.70.0-110.0•7010-1110 o O MEETING RAIL
V.,d.d 0.1m. 0517.20310 +70.0-110.0+110 410.0 .710•1/0.0•110 qt-DZ Surdmd Ca0a0. 21617.20519 71X0-110.0 Me-110.0•70.0•110.0 •110•11aO•110•170.0 •70.D 411-0•703-110.0 701•1160
N Eq.Me 21517-21610 .70A•110.0.70.0.110.0.110 410.0+110•110.0 N 154"41. 2657-23510 70.0-110.0 70.0-itO.D 70.0 410.0 •70.0 4lat 740•IID.D 70.0.1160•70.0 410.0.70.0 410.0 27 0
610.066 Pnab., 17517-20.519 .703•110.0+70.0.110.0-70.01-110.01-MO 4%0 6Taa4u0Pmlm 17.617-2 0519 •70.0 410.0.70.0•110.0•70.0-1140 •70.0•110.0+70.0•11D,0 70.0 410.0.70.0 410.0.70.0-110.0 EXTERro
ouwa l6m 14517.17.510 ♦703 410.0 470.0•110.0+70.0.110.01#70.0.4110 Cudamsae 14.617.17570 •110•1IQD+110-110.0+740 410.0 +70.0-lite 70.0•1103.110 4160 70.0 410.0 •70.0-110.0 0
877 1 10".14.615 .700 410,0+703•170.0 70.0.107.0+70.0-1010 811.0441 11.377-11510 .70.0-110.0 70.0-110.0.703 4120 70.0 41LO 70.0-110.0 70.0 410.0•110 We •101•103.0
Te.11 31.83.33.911 +703.110.0 .703 -010 .110 4110 +704 -903 TOM 3LS3-75911 +110•710.0.70.0-110.0•Me-IMD .7aD-1110 Me-110.0 •70.0 920 •110 413.0 .700 810 •L6
slavd.d C*O 26.517.3/.517 .703-HOA 7aD 410.0 +710•110.0.110-11&0 StwW f,aaae 26517-3 7502 •70.0-110.0•70.0•110.0-me•110.0 70.0•ifao•70.0-170.0 •110•110.0 70.0•110.0.7113•170.0 JAMS
EO". 24517.26519 .703-1100 -MA 110.0•713 410.0+760-110-0 EODdO. 20.617-26518 +70.0-110.0•70.0 Alto.110-110.0 .110-1110.110 410.0 •70.0 410.0 720-110.0.710-110.0 EXTMOR SASH
0 Standod R%4m4 17.517.20319 .70A•110,0 +70.0•110.0+7010-110.0.70.0 all 48 sland.d PWIM 17517-2/5111 •70.0-110.0•70.0-110.0•110•110.0 70.0-it10.70.11&10.0 70.0-110.0+70.0•ifao 70.0-11&0 (� HEIGHT
lSst-Sh. 1457.1T.618 +70.0•1100 NO6 4140+110 410.0.110•110.0 adore 8w 14.617-77510 70.0-110.0+110-1140-Me 41D.0 70.0-1740.110-H0.D •70.0-110.0 70.0-110.0.110-110.0 r
pefmnsw 12517.10.518 4700.110.0 470.0-110.0 4740.11010+70.0•1140 ordmnew 12 517-14510 +740-tloo •70.0•110.0•7ao.110.0 •70.0 4110.70.0-110.0 4110.410.0•70.0-110.0 •70.0 410.0 SECTION DETAIL FOR
6tgtca7 11.97-1251. .70.0-110.0+70.0•Hao.mo•Hao+me-1100 'd2 Sn.de.l +1377-12510 7ao 4110•110 410.0.110 41MO HDA-110.0.70.0 41&0 .7ao 4toa.70.0•1faD.7&0-Rao WINDOWS WITH
g
Tam! 33.708.9.5. 410.0 4103+70.0 -Me +703 340 .703 -mA L Td.1 33.208-37.636 -no-7t10 703-770.0.110-lima •70.0 1110.110-110.0 7&0 4140 .70.0 310 .70.0 840
17 atraduOWtl.p 24sir•3110i .ma-7roD.703-110.0.1100•110.0.TOA•1177& i SWd dllda 26617-73207 70.0 410.0 7ao-110.0.70.0-HAD+110 Mae•70.0 41DA 7&0-Hao•70.0-110.0.70.0-110.0 LEVEL 173 REINFORCEMENT 26
Egad43. =517.29.610 .70A•110. •703 4100 +70.0-170.0.703 4 0 Egudae 23.517-2&515 .70.0-1160 70.0 410.0•70.0 410.0 .110 1110•70.0 410.0 .110-110.0•7D.0.170.0•700•1120
"s &GLASS TYPES 9-18
�� 43.10.11 6w 11517-0.576 4100.-Hoa 4703•Hao.mo-110.0.700 Imo Cadam e.0. =577-0.510 7ao-Hao 70.0-170.0 7ao-Hao 4110 4110 7ao-110.0 740 410.0 wo.D 110.0 0010•Hao SILL
ae.s5 REINFORCEMENTS SHOWN IN
810.26.6 Promo, 17.0.17-211.58 1700-1100+110-HOA 7ao-Hao 70.,11 1100 SlaadaNProem 17.87-20519 .7ao-ifao 70.0 4140•70.0•110.0 7ao-110.0•110 410.0 70.0•Hao 410.0•110.0•70.0-710.0
o.tamsw 14.517•TiA10 +7ao-110&.7ao-110.0 70.0 41QD+110•111X0 cusumew 11.57.17510 •70.0-110.0 70.0-Hua•70.0 4110 00.0•Hao.70.0-110.0 7ao-Hao.70.0-110.0 70.0-110.0 FIGURES ABOVE APPLYTO
0.tmisw 12517.14.51a +700-%joD.703-110.0 4710 410.0+70.0-7110 =mmsle 12617-1451E 70.0-1110 Me•110.0 70.0-HOD •70.0•110.0•7ao•110.0 +70.0-110.0 7ao-110.6.me 7110.0 FLANGE&BOXIEQUAL-LEG
Shd.t 11377-726120 +700.110.0 •70.0.110.0•7a0 410.0 221110 sa.dw 1%377-12559 •11.0-170.0.10.0 410.0•70.0•1110 70.0-110.0•70.0•113.0 70.0-110&•110•110.0+70.0-Hao FRAME TYPES ONLY.ALL
T.U.1 30.517-41."4 .70.0.110.0 170D-170.0.Tao-110.0+110.H2O Ta9G1 38517-42644 7ao-Hall•7010-11&0 70.0-11D.0 •70.0 410.0.ra0 41&0 •70A 410.0.70.0 410.0•110-1067 CONFIGURATIONS APPLICABLE.) o
SWd.d CWW 31317-30.59 1700•7100 Me•110.0+70D-1100+110•110.0 5I.W.4co". 3%SV-39518 •70.0-110.01.70,0•110.0.110 41D.0 .70.0 4110•70.0 410.0 +703-110.0•70.0 4065•110-MID
Egc60m 2IL617.MAID +700 410.0 •110-11110+70.0-110.0.110 410 E0udI91 20.517-37.576 70.0 41411.70.0 411.0.70.0•110.0 70.0•110.0 70.0-110.0 •70.0•110.0 70.0-107.9 70.0-1024
m d.a Paa4mv =617.20.50 .700•1100 470A 4140+70.0•170.0+70.0 410& slaldatd PnSfew =577.20310 70.0-110.0•70.0•1140•70.0•1120 +Me 410.0•70.0•110.0 .110 410.0 70.0-110.0 70.0•1042
el cw..e 20.6t7-0.510 +70A•1110 mo-110.0 70.0 110.0.70.0 41FO 62 0.6011018 24617-23510 .70.0 410.0 .70.0-110.0.70.0•110.0 70.0•1110 70.0-110.0 70.0 410.0.110-110.0 740 222
o.om6w 17317.20.50 *702.4101).703 41OD +110•110.0.7aD•NICO 4161177900. /7.517.20510 .110-110.0.70.0.110.0 7&D Mae •703-110&•70.0-110.0 70.0•110.0-70.0141D.0 740-ro28
Q nw 14517-17.610 700.1511&.110 410.0+70.01-110,0147110 110.0 t2ldOm9a0 71.617-0510 .70.0 41ILD •110 410.0•70.0•1110 +110-106&.70.0 UZO •1D.0-15.6-70.0140B.5 MA•100.5
001911 sw 12a19-N31a +700 4110&•70.0-110.0+110 410.0.110 110.0 amamBw 73.57.14510 •116 410,0 •70.0 2±•7ao-mss +720•111&7.70.0 -0711 .110 414 •70.6 Ala 710 90.4 GLASS TYPES 9 THROUGH
abN al 11584-11.070 .7oD-1190+70.0 4to..roA 4100.110 410.0 500.600.1 1IM4-73010 +70.0-110.0 •T&O-Hao 7ao-1020 •70.& 873 .110 333 •76.0 Oat •110 -me .7ao 81X0 '16 MAY NOT BE USED WITH
709111 3157.0,644 4700•IDD+110-110.0+110-10D•110•710.0 Dow 30517-41.50 7ao-110.0•70.0-110.0 70.0•7110 •740 410.0-me-Imo 70.0 4116•110-101.6 •70:0 440 J.CHANNEL OR INTEGRAL
M/v.Sw 9&617.9&5e .70.0-116&1703•110.0+110-110.0.110 410.0 cast-sw 31617-3 9519 •70.0-170.0+70.11-71010 70.6•110.0 70.0•110.0•70.0-11DA 70.0-110.0•70.0•101.7 7010 A&3 •FIN FRAMES
Egid1[b 35.617.3&610 4700 4110+70.0 410.0+Me-If%0 4790 110.0 Eq.". 3150-38619 70.0•110.0 •710-11&0.70.0-110.0 70.0-120•110•110.0 70.0 410.0.70.0-,.- 00.0 810
_ 76 -t3ntaasw 20517-35.610 .70D•110,0 .70.0-110.0 470.0 410A+703•110.0 75 O.O.M. 32517-35516 70.0-1140.11.0 410.0.70.0 410.0 .70.0•110.0 70.0•1100 •110 410.0•70.0-100.7 470& e 2
6606.0.Ff.4ow 29.877 4]2.8]8 +700•1100 +11.0•1120+110-1140+110-7M0 51906.11 PmMw ;;-::16 +70.0-110.0•110•1140.70.0-110.0 •70.0-1160.70.0•110.0 +110-1028.110-1111.0 AMO
Oabm6w 21517.20.510 .700 4100 470.0 410.0+70.0•110.0 70.0•110.0 oWan9w - 18 .70.0-770.0 +70.0-110.0.rOD-&17.0 •70.0 402.4•70.0 AOA .m0 4&4 70.0 493 215111.211.510 170D-11.Z.70.0 41x0•7aD-110.0 4110 410.0 SWIM 25.516-29518 •70.0-170.9 70.0-110.0 70.0-INA •70.0 -00.1 .110 415.4 .70.0 424 70.0 324 EaO.". 30.917.47511 .70D-lia0+70.0•110.0.7011 411X0.110-110.0 E094O 39.617-41.84 70.0•710.0 70.0-110.0•70.0-110.0 •70.0•1faD•70.0•110.0 •70.0-109.0.110 89.7 84 OafmnSw 35517.38.510 1700 410D+70.0•10.0+70.0 1110+110-110.0 04 Cav-s" 34617.3&510 -X.-710& 70.0 4'011+10.0-107.0 70.0-7014 70,0 40.8 70.0 0.&a •70.0 814 StantivdPi.,6r 9 4 810-31 610. +700 110.0 •mo-1460.70_0 4110&•110-710.0 - - St dPW- 31818-3 53 7 0 •703-170.0•110 411&0•70.0-1029 •700 47.0 7aD 37.3 •70.0 &0.1 00.0 30.0 PRODUCI'RBVI$BD
4701)4100 +703•110.0•70.0•1100.110-1700 91.78 T., 40.],00 •70.0-110.0 •mD-110.0 700-1028 70.9 17].0 •70,0 33.7 .740 90.1 +110 903 05 edmplyU9H'+th Dro Flotilla
SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 171nldulg Code
"MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 "MIN.SASH HEIGHT=WINDOW BUCK HEIG Accept* KO.O I O3
R.I..d W. OAts ROW— 11 1111 Datt e
•pI I , 4�. Dy
R.H3.d By. Data RevillDm. 111111771 7760.Pt9dt-MI
MOTES: 07&111 BK
USE THESE TABLES FOR WINDOWSINSTALLEDrHROUGH THE FRAME. - '�• 6 'u I'H ® DESIGN PRESSURE TABLE J ROSOWSKI ;
1 1070 TECHNOLOGY DRNE TOO.' Oats
2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE- N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1
-480-1600
3)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,•. ' """ (941)
. ':"' Sedev/Madot Srnlr. SheOD om177rtp Rm
04470E TABLE. b:Ll'NTa1LER,1P.61�` CERT-of AVIV X29298 SH-5500 NTS 7 OF 13 MD-SH5500-01
No. A
PIdBaBtb�
-+3..i50(r 3b 3500" .0� 3.600°
1.483 1.483' 1.483" 1.483' .070' �r-" -060' -�+I 1.184' r+--•
LAS ❑ ,716" F-:7-
.625'
.070".810..625'
1 1.105' 11 .150`
HEADIJAMS FRAME "j� HEAD JAMBE l;;J HHEW]JAMB l;�HEAD/JAMB FSE tiCHf SASH -F HD SASH
1 OREINFORCEMENT 26 REINFORCEMENT
3AS3' 3.483" ----""{ 3.483° -070'--�T -+{ 1.182' �.070'
--77'' �1 -►�f►- .862' 3.483° _-o.��''(' i -ir-'F•
•--�{^'+- .062" } �H- .OBY I1 -"-11+-.tl82° T
.701"
1.036" 1.041"
tlll I3
(� 1 .130'
2.444" 2A4.? ll i a1331- N- -.� 1.340'
2.444I-+-
RFJNFORCEMENT
-
RECRER
QJu REINFORCEMENT
a o __LL QQ
J-CHANNEL
/ o
F
O 1.3 FRAME SILL "� �;J FRAME SILL 1�7� �7- St FSE 0 EQUAL
SILL
1.87Y -►i r- 1.641"
I
1.830' 1216' 2.1W 2.178" 1A72" 1--L 1565'
1.378' {•+-- 1
3.874' 35" a .050' A71° .21 �
.� 34T.08FBALANCE P uFT RAIL BEVELED
E---A 10HUT
� RAIL SASH RAO 7 E� NTERLOCK RLOCK COVER INTERLOCK INTERLOCK _
COVER
_ PRODUCT REVISED
FA'.arlam®an��e1�I-a i ;03 -
-' R6vhed Or. Dale: ��2v
oa 176' .316^ 1-"y- ,300' `,i;a L•,.r : ( ..r. - � �• BY odoFrodacTCon
.760• R"wd By: Dow R**kw
,035• Deaniydaa: Draw Br.
72 LAM110 B, EXTRUDED ROLLED F €(b WINDOW EXTRUSIONS J ROSI?WSKI
BEADING SCREEN FRAME SCREEN FRAME 1070 TECHNOLOGY DRIVE Tide: Data:
N.VIROM FI.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
(941)-480-1500 „/saa x s a�wr�r1a R�
CERT:OF AUTH.#29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A
TABLE 12 TAaIE 12,COIR: SILICONE STRUCTURAL HOT-MELT BUTYL
Bill of Material Bill of Material,cont SILICONE
# Part# Description Material # 1 Part Description Material STRUCTURAL- 1W NOM. FOAM 3nfr NOM.
POLYISOBLITYLEN
1 620 01 S ng a Hung Frame ea &Jambs-J-Canne PVC 720197 Auto ac echo set C Steel WITH DESICCANT WITH
620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT
3 62D103 Single Hung Frame Head&Jambs-Fm PVC 47 720195116 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS
4 620104 ISInale Hung Frame Head&Jambs-Equal LeglBox PVC 48 76X1180P7X#6 x 1-1/6'Ph.FH BOB(Auto and Sweep Lock Screw) SS
5 620105 ISHtDH Frame Sill-J-Chantel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc
6 620106 ISWDH Fame Sill-Flange PVC 50 76X34PPA 08 x 314°PH.PH SDS(Keeper Screw) SS
7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled Tlit Latch Comer Key PVC WT•GLASS INT.GLASS
8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC
14 620131 Fixed Meeting Rail PVC 53 7634PHFL #8 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER
16 62D129 Sash Rag(Sides,Top&Bottom) PVC 54 420183 Tin Latch PVC 7s 4SG TPS O SPACER NXTTm
17 820134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC
16 620133 Sash Stop/Screw Cover PVC 56 720207 T nit Latch spring SS
19 820158 Pug Rail Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM
20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLV150 DESICCANT FILL AREA
21 620157 Beveled Interlock 6005 T5 AI 59 420180 Ptwt Bar Comer Key PVC BUYLENE SM5'NOM•
22 620145 Beveled Interlock Cover PVC 60 720206 Ptwt Bar SS 5A6^NOM. B SILICONE SEAL
23 620150 Ught Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc BUM& ROLL-FORMED
DESICCANT STAINLESS STEEL
26 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast fiic FOAM
26 620153 Standard Meeting Rail Reinforcement 6DD5 T5 AI 65 7834FPT #B x 314°Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS
27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zlrlc EXT.GLASS IN
30 81644 Weethelstrlp,.187"X.270"Fin Pile 67 7a58B #8 x 5/6'Ph.FH SMS(Strike Plate Screw) SS
31 60300 Weatheletrip,.190°x.300'Foam Bulb Flex PVC 72 720135 laml I.G.Bead PVC
32 61719 Weatherstrip,.187°x.220°PolyPlle 74 Baokbedding,GE 7700 or Dow 791 Silicone INT.GLASS O L GLASS
33 61825 Weatherstri Plug,.220'Finseal 75 71646N Setting Block /8°x 1°x 1/8'),a5+/-6 duro. EPDM
35 76X1MTTT #8 x 1'Ph.PH SDS(Interiook Mounting Screw) 60 61012 Extruded Screen Frame Alum 7a DURA$EAL� XL EDG Er'"
36 78X3THPX 48 x 3°Ph.PH SMS(Meeting Rail Screw) 410 Ss 81 61011 Roll-Formed Screen Frame Alum O SPACER SPACER
37 716WSP Meeting Rail Screw Support Plate 6063 T6 Al a2 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC
38 720210 We it 8 Comer PVC 83 . 47042 Screen Comer Key with Pull Ring X2 PVC
40 720Xf000( Conslart Foroe Balance 84 47041 Screen Comer Key without Pug Ring X2 PVC
41 #8 x 31V Ph.FH SMS(Con.FOroe Balance Screw) Ss 85 7CASPM Tension Spring SS
42 Spiral Balance 86 61816048 Screen Cloth Fiberglass
43 720205 Spiral Balance Shoe Nylon 87 61635181614 .140'Screen spline(Machine/Hand Rolled) Vinyl
44 78X114FPAX#8 x 1-1W'Ph.FH SMS(Spiral Balance Screw) 410 SS
Part# Description Material
76 Kommeding 4SG TPS Spacer System PRODUCTRBVr3eD
ull
77 Quanex Super Spacer nXrWth Hot Melt Butyl See this M—j4yiagwIhdwFlartdo
Sheet for n 4m°� t6 o7t4.o3
78 Quanex Durased Spacer Materials
79 Card-mal kL Edge Spacer """�.• Rahad W. D.I.. Reridw.-
RE NCE TEST REPORTS:FTL-8717, 968&8970 "r' %••` JR 05/05/16 A)ADDED SPACERS MInmI Ada Pioducl
Rrvlced W. Dab: R.VWM:
Dmn W,
.f7r ®. I>aaeriptron.
C{ BILL OF MATERIAL(BOM) ROSOWSKI
.j":�r 1070 TECHNOLOGY oRNE fres �
NOTES: •.i;.r;���;�:;••.•ti;�;:`•' N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i
%�``,`l.•:.,'i".:,• �i`,; (941)-480-1600 Sarw/Modsh Scall Sheth Dmrrng No. RN=
1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXMUDER CODE q[Lyr{'�7JCLER�P E
2)ITEMS 09-13.15,24.28,29.34,b9,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p, gy8705 CERT.OF AUIH. 29288 SH-5500 NTS 12 OF 13 MD-SH5500-07 A
I
i
r
OPT,SWEEP LOCK
qg OPT.AUTO LOOK
48 Q 47
20
57 OR 68 qg
85
61 0R 62 I l
i
�O 45
i 1 55 ' i ' I`
O OPT.PULL RAIL •�• III ' 22 �,` 82 OR B4
19 INTERLOCK&I
,
COVER 66 l ! 87
\`4 �•• OPT.
BEVELED
j MITERED FRAME WITH 2INTERLOCK
1
\, INTERIOR AND EXTERIOR 16 ( '0 8 COVER
I FRAME WELDS O 54
72 4 ,•,i
16
60 7 I' 80 OR 81
i
14 stole r \ SCREEN
pT'(p�H-•' qg �•` so OPT.PULLHANOLE ASSEMBLY
' 84 WITH LATCH DETAILS
41 — 40 CONSTANT FORCE 65 16 OOR 83
• !• OR BALANCE '~ \1
-- OPT.PULL
`40 RO 42 43 SPIRAL BALANCE HANDLE 83
\�'��• 1 1667
MITERED FRAME WITH
SASH INTERIOR AND EXTERIOR
ASSEMBLY � ME WELDS
66 —• f " 36 DETAILS
-- l - �. - - -- --- EXTERIOR~ - - 53 - - --- - ---
sa
_ 69 1 ('ROD fU:VI
_ _ _ _ - �� +�n"comMpio�g xhihtliiflglde•i
•.�, `�...-_ ----`.`- p 53
' n�Woo pb 16-0 f4.03
_ ........"`•' Expirali n Dale 7 A
FRAME - RevlaedW. Data. R-Wm' y �—
B
ASSEMBLY ®' M;m, deRbawt
DETAILS - ` R-F6ed Or. Oct. Revlalan: ''
rL Daaedpuam Dmm si
ExTEraoa' `.Q IH)(6 EXPLODED ASSEMBLY J ROSOWSKI
NOTES: -�'�' ,.e�.l' 1070 TECHNOLOGY DRNE RNe: Dote:
1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CURRY. N.VENICE,R.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
2)J-CHANNEL FRAME SHOWN.PARTS#185.OTHER FRAME TYPES APPLY. �'i: •.'t:. �•`.•1,'• (941)-480-1500 sariea/ModeL• scale: sheet Dlmr7n9 No. Rev:
3)FOR REINFORCEMENTTYPES•SEE DETAILS ONSHEETS6&7. ''/A'LNMN PE.
4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. PE#5-9705 CERT.OF AUTH.#29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A