HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWM IAM I-DADE MIAMI-DARE COUNTY
0 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 (N" .vw%v.miamidade.gov/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 Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "5500" PVC Single )Flung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -
LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05105116, prepared by manufacturer,
signed and sealed by Antliony'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 1 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
Expiration Date: July 30, 2020
(p Approval Date: August 18, 2016
Copy --Pagel
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0519.05)
2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets
1 through 13 of 13, dated 05115115, with revision A dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static All 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 PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal° spacer system, Super Spacer° 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 202-94
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 11/15/14, 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 under previous NOA No.15-0519.05)
C. CALCULATIONS
1:. Anchor -verification calculations and structural analysis, complying with FBC-5t'
Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.05) t
Manuel P ez, P E.
Product Control �xam' er
NOA No. 1& a.03
Expiration Date: July 30, 2020
Approval Date: August 18, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (CONTINUED)
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
"SentryGlasOO (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 04116115, 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 04116115, expiring on 04/16/20.
F
M111S, S tie& ftSef(5W E;ar�ce, complying with FBC -2010 and FBC-5th Edition
800 814�Id� 1�015, sued by manufacturer, signed and sealed by Anthony
proved (SubmittY���via�s
2. Statemen a er o no manci
DA No.15-0519.05)
1 interest, dated May 15, 2015, issued by manufacturer,
13 Rellcted signed ate 9@91@dng 1lM Ion
Lynn Miller, P.E.
13 Sow Spe tted under previous
OA No. 15-0519. 05)
3. Proposal issued by Product
ntrol, dated 6/26/14 and revised on 8/19/14, signed by
This review i;at& ?ft9MeSaP&nSgpw s
r, Product Control Section.
with the desk fq.,etts
gen l com � i or a%o 9�
y the Product Control Section, dated March 09, 2016,
In the Contrd act o
comments made on the shop drawings during
this �Q� not relieve Contractor from
com�ti t11e req irement of th;eV��lan
and dpecificaNW.q =WA! it Rags
0519.05, issued to PGT Industries for their Series
shall not incIdit@VM(0fStipigl� Kft W
dow - L.M.I." approved on 07/30/15 and expiring on
which the He ponent. ontractor is
responsible f�r. eons to be confirmed
and correlated at the jobsite: information that
pertains solely to the fabrication processesorto
the means, methods, techniques, sequences
Manuel Per �.
e
and procedures of construction: coordination of
the Work of all trades: and for performing all
Product Control am' er
NOA No.1 l 4.03
o. 1
work in a safe and satisfactory manner.
Expiration Date: 30 2020
P Y
Approval Date: August 18, 2016
Date 01.)f i By,
E-2
tietooroD as
WIT
1.7pa1Moo CA"14, fit
�niiub ag , niv-fcob (ti�fI8 01 W OtM
foo'll lo!ra-.fnc)D _vvqi'mf lorl
anc,kj IrIl
fileli
vlljmt8,m tie. 1.1 !rwlmne stvvx,,i ton Vqsla
berrnRmo tW 0! mcipltlomlo :le rmllmoqfsal
Isin scimm.'r-l-ni me'lesn'If* bria
A,
&IfA N.
'arAm,
TO a1wub;xw!q bm;
lo Acqw, odd
bm DIU u N ATOW
ANCHORAGE
EXAMPLE FOR 28-1/8" MAX. O.C.
RADIUS -TOP
HEADER (SIM. 12' MAX. FROM
FOR ALL FRAtt�E SEAM B. SEE
WINDOW TYPES) SHEET3
A, SEE t-'-
B. SEE .30" MAX. O.C. 72° MAX. SHEET 3t
SHEET3
A. SEE
SHEETS — {l 12' MAX
Jf
+ EQUALLY
EQUALLY I / 17-7/8" MAX. O.C. SPACED
SPACED I� ANCHORSPER
ANCHORSPER I / TABLES 9-11
TABLES 9-11 O I
I 84"
T MAX.
BUCK
10' MAX. O.C.
HEIGHT
�— 54• MAX. BUCK WIDTH
30"
.�—� MAX. O.C.
12' MAX.
FIXED VISIBLE
12''AX.
—
LIGHT WIDTH
B. SEE
FIXED
SHEETS
_
I /VISIBLE
-j- A, SEE r
UGHT
17-7/8"MAX O.C. SHEET3t
—
HEIGHT
-� EQUALLY
91,76 SPACED
O
/
MAX. ANCHORS PER
BUCK TABLES 9.11
— —
_T— HEIGHT
EQUALLY 1 / 113-3/4" MAX O.C. EQUALLY
SPACED ! �— SPACED VISIBLE
ANCHORSPER t! ANCHORSPER / LIGHT
TABLES 941 I A TABLES 9-11 HEIGHT
_ 1 I
612'MAX
B _ NSEESILL O ANCHORS AT SILL B�-.—__JNO ANCHORS AT SILL
WEEP- E
SHEET _
�— 54° MAX. BUCK WIDTHSHEET DETAILS, LSASH VISIBLE
WIDTH
S
21-5/8' l-1 ANCHORAGEEXAMPLE
DESIGN PRESSURE RATING
IMPACTRATING
MAX. O.C. FOR ARCH -TOP
VARIES PER REINFORCEMENT
LARGE & SMALL MISSILE
HEADER (SIM. FORALL
WINDOW TYPES)
ly�
LEVEL, SEE SHEETS 6-7
IMPACT RESISTANT
�[f
52-1/8•I MAX. BUCK WIDTH
/ 10' MAX. FROM
FRAME SEAM
D. SEE
& 9SHEETS
_—� I SEE
r 1.1/4'
30• MAX. O.C.12• MAX
SHEET4
S . SEE F
ET4
1
I I
'
w
10" MAX. O.C.
)(
111� MAX O.C.
EQUALLY
SPACED
ANCHORS PER
A I
TABLES 9-11
6-1rz" MAX.
t/8"MAX. O.C.
MAX.
10° MAX O.C. BucK
� HEIGHT
OI I
4
X
— I 4
13-3/4' MAX. O.C.
'---'—
--�
SEE
SHEETS
�A
8&9
/
I
•. &1rz' MAX.
SEE SILL WEEP- I SEE SILL WEEP -
NOTCH DETAILS, 54- MAX BUCK WIDTH NOTCH DETAILS.
SHEETS SHEET3
ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO
75• HEIGHT SEE TABLES 7-11
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & 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. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED .
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. 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 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS ZX ARE 1-12" THICK OR GREATER. I 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).
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
SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6)1/4" 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 & CYCLE TESTING AND GLASS PER ASTM El300. STANDARDS USED:
84"
BUCK
HEIGHT
ASSHOWN
(91.78"
MAX)
D►---� 1-1/4" --�{ SEE SILL WEEP -
NOTCH DETAILS,
SHEET4
ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300.
"
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS
•2014 FLORIDA BUILDING CODE (FBC)• 5TH EDITION
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 THAT COME INTO CONTACT
'ASTM E1300-09
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
•ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
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
10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/
•AISI-5100-07/S2-2010
LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS &ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. I , oI r;;rI
Revised W. Date: Revision:
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS.
3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW
OPENING OBTAINED IN STEP 1.
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHOR!SUBSTRATE WILL MEET REQUIREMENTS FOR
YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THATALL MIN. REQUIREMENTS FROM THIS SHEET-SETARE MET.
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES (J-CHANNEL, FLANGE,
INTEGRAL FIN OR EQUAL LEG/BOX).
a t
6; ��
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
//��`''i!r':lt�•.: �:
(941)-480-1600
�.E
687005
CERT. OF AUTH. #29296
JR 05/05/16 A)ADDED SPACERS
TO SHEET 11.
tev(eed By: Date: Revision:
PRODUCTREVISED
as ceamplyia8 with do FlcrW
Building CO& i6•o r t •hn
Aacopwtce
C-�1-lion Date
Desertption. urawn try:
GENERAL NOTES & ELEVATION I J ROSOWSKI
INGLE HUNG WINDOW INSTALLATION - LM. 05/15/15
rdas/Modal Scafe: Sheet: Om-Ing No. Rev.,
SH-5500 NTS 1 OF 13 MD-SH5500-01 I A
Glass
Type
Description (Listed from Exterior to Interior)
Design Pressure
Table # Sheet#
5
7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Alr Space + 5/18" Laminated; (2) Liles of 1/8' A Glass with .090' PVB Interiayer
4,5
6
6
7/8" Laminated I.G.: 118" T Exterior Cep + 7/16" Air Space + 5/16' Laminated; (2) Utes of 118' A Glass with .090' PVB Intedayer
4,6
6
7
718' Laminated I.G.: 3/16" A Exterior Cap + 319' Air Space + 5116' Laminated; (2) Utes of 1/9' A Glass with .011T PVB Intedayer
4,6
6
8
7/8" Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 5/161 Laminated; (2) Utes of 1/8' A Glass with .090" PVB Intedayer
4,15
6
9
718" Laminated I.G.: 1/8' A Exterior Cap + 7116' Air Space + 6/16" Laminated; (2) Liles of 1/8' H Glass with .09D" SG Intedayer
7
7
10
7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 6/16` Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer
7
7
11
7/8" Laminated I.O.: 3116' A Exterior Cap + 3/8' Air Space + 5116" Laminated; (2) Utes of 118" H Glass with .090' SG Intedayer
7
7
12
7/8" Laminated I.G.: 3/16" T Exterior Cep + 3/8" Air Space + 5116" Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer
7
7
13
718' Laminated I.G.: 1/8' A Exterior Cap + 5116" Air Space + 7116" Laminated; (2) Liles of 3/16' A Glass with .09D` SG Intedayer
8
7
14
719' Laminated I.G.: 1/8" T Exterior Cap + 5/16' Air Space + 7116" Laminated; (2) Liles of 3/16" A Glass with .090" SG Intedayer
8
7
16
7/8' Laminated I.G.: 3/16" A Extedor Cap + 1/4" Air Space + 7/16" Laminated; (2) Liles of 3/16' A Glass with .090' SG Intedayer
7
7
16
71 Laminated I.G.: 3116" T Exterior Cep + 114" Air Space + 7116' laminated; (2) Liles of 3118" A Glass with .090" SG Intedayer
7
7
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
A
#10 SMS
(steel, 18 8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
7/16"
3/8,
Steel, A36'
318"
0.050"
Steel Stud, A653 Gr. 33'
3/8,
0.0451" (18 Ga.)
Aluminum, 6063-T5•
3/8"
0.050"
3116" steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16"
13/8"
Concrete (min. 2.85 ksl)
1"
13/8"
Ungrcuted CMU, (ASTM C-90)
2-1/2'
1-1/4"
B
#12 1 SMS
(stee l, SM S.S.
or 1, S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
1-318""
Steel, A36'
3/8"
0.050°
Steel Stud, A653 Gr. 33'
3/8.
0.0451" (18 Ga.)
Aluminum, 6063 T5°
3/8,
0.063"
C
1/4" steel Ultracon
Concrete (min. 2.85 ksl)
1°
13/4"
Ungrouled CMU, (ASTM C-91))
2-112"
1-1/4"
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
1"
13/4"
1/4" steel Ullracon
Concrete (min. 2.85 ksi)
2-1/2"
1314"
1X' steel Ullracon
P.T. Southern Pine (SG=0.55)
1'
13/8"
114" steel Creteflex
Concrete (min. 3.35 ksi)
2-1/2"
1314"
D
1/4° steel Creteflex
Ungrouled CMU, (ASTM C-90)
2-1/2"
1-1/4"
P.T. Southern Pine (SG=0.55)
1"
1318"
1/4" steel Aggre-Gator
Concrete (min. 3.275 ksi)
1-1/2"
13/8"
114" steel Aggre3 ator
P.T. Southern Pine SG=0.55
1"
1318'
Grouted CMU, (ASTM C-90)
2°
1 2"
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
E
2-1/2" x .131" Common Nail
P.T. Southern Pine (SG=.85)
30'
2-7/16"
2-11T Ring -shank Roofing Neil
P.T. Southern Pine (SG=.55)
318"
2-7/16"
F
410 Trusshead SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
1/2"
1-318,
Aluminum, 606346'
318'
0.050"
Steel Stud, Gr. 3W
3/8"
0.0451" (18 Ga.)
Steel, A36`
3/8°
0.050"
#12 SMS
(steel, 18$ S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
9/16,
1-318"
Aluminum, 6063-75'
318"
0.063"
Steel Stud, Gr. 33'
3/8'
0.050,
Steel, A36"
318"
0.050"
GLASS TYPES 5, 7, 9, 11, 13
& 15 MAY NOT BE USED IN
THE HVHZABOVE 301.
MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS.
MIN. Fu=45 KSI &
MIN. Fy=33 KSI.
'UNGROUTED CMU'
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
Frame
Glass
Frame
Frame
Types
Options
Contigs.
Shapes
Installation Options that may be used
(see Fig B)
(see Table 1)
(see Fig A)
(see Fig C)
....into 2X Wood Frame/Buckstrip -sheet 3, option 1
Flange
Equal-Lite ,
Square/Rect.,
Through the frame
....Into Concrete/CMU - sheet 3, option 2
(#2)
5 -16
O& Cottage
& College
Alch Top p
Radius -Top
of the window......
,•„through 1X Bucksldp Into ConcretelCMU - sheet 3, option 3
....into Metal - sheet 3, option 4
....into 2X Wood Frame/Buckstrip -sheet 3, option 1
Box /
Equal-Lite,
Square/Rect.,
Through the frame
....Into ConcretelCMU -sheet 3, option 2
Equal -Leg g
li4)
(94)
5-16
Orie
ottage
& Cottage
Arch-Tope
Radius -Tops -To
of the window......
through1XBuckstdpInto Concrete/CMU - sheet 3,option 3
....into Metal - sheet 3, option 4
Through the
.... into 2XWoodFrame/Buckstrip- sheet 4,option 5
J-Channel
Equal-Lite,
SquarelRect.,
integral fin......
....Into Metal - sheet 4, option 7
(#1)
5-8
OCottage
8 Cottage
&
Arch Top &
Radius Top
h the frame
Through
....Into 2X Wood Frame/Buckstrip - sheet 4, option 6
.... into Metal - sheet 4, option 8
of the wtndow......
Through the
....into 2X Wood Frame/Buckstrip - sheet 4, option 5
Integral Fin
Equal-Lite,
Square/Recl.,
Integral fin......
....into Metal - sheet 4, option 7
( )
5-8
ew
Ori ge
Cott
8 Cottage
Aroh Top &
Radius Top
Through the frame
••••Into 2X Wood Fmme/Buckstdp -sheet 4, option 6
.... Into Metal - sheet 4, option 8
of the window. .....
EQUAL-LITE ORIEL COTTAGE
-+BUCK
w
WIDTH
—BUCK
w
WIDTH—
r i -
—►-(BUCK
w
WIDTH�—
S
1
RECTANGULAR
co
i
W
�1
RADIUS -TOP
Y
m
ARCH -TOP
U
1
WINDOW SKAVLb A5 ABUVh UK 51MILAK ARt AYYKUVLU. bMAFhb MAT
BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM
THE TABLES ON SHEETS 8-10.
'MIN. OF
t
THREADS BEYOND
1
THE METAL
SUBSTRATE. FOR
'. -•• �`
STEEL STUDS,
MIN. Fu=45 KSI &
MIN. Fy=33 KSI.
A. LYPjt) Ml;uER? 'I-
P.E4 58705
FIM IRF R- FRAMF TVPFR
4 Ij
4 Ij
OX OR
EQUAL -
LEG
It
■ ram.
jI
'A' = ANNEALED
'H° = HEAT STRENGTHENED
"TM = TEMPERED
.DOOM BUTACITE® PVB
BY KURARAY AMERICA. INC.
-SG'= .09T SENTRYGLASO
INTERLAYER BY KURARAY
AMERICA, INC.
PRODUCT REV)SED
as wmplyteg wilh the Floddn
Buirdinm Code
Aeeoplaace t4u 1(0"0714. nIDS
Expiration Date 74�20
By
h:iami t'oafinel Can
I GLASS/ANCHORS/FRAME OPTIONS I J ROSOWSKI I
1070 TECHNOLOGY DRIVE 77ffe: Dale:
N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
(941)-480-1600 Sedee/Modeh Scale: Sheet: Draw1ng No. —
CERT. OF AUTH. �l29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 I A
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1
EDGE DISTANCE
ANCHOREDTHROUGH
EMBEDMENT
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2. THIS SHEET.
EMBEDMENT
T
f
EDGE
FLANGE FRAME
j'(i.
DISTANCE
SHOWN
II
FIXED
VISIBLE
LIGHT
HEIGHT
BUCK
HEIGHT
SASH
EXTERIOR
VISIBLE
LIGHT
HEIGHI
OPT. 86
(2)1"
81
30
INTERIOR
31
WEEP
NOTCHESAT
80
EACH END.
FRAME SHOWN o=OI
.27"X 1.25"
WEEPHOLE
W/COVER @ '
2.87" FROM 38
EACH END.
VERTICAL SECTION B-B
L-1/4" MAX
SHIM
TYP. ANCHOR TYPE,
TYP. ANCHOR TYPE,
EMBEDMENT AND.
EDGE
EMBEDMENT AND EDGE
DISTANCE PER
DISTANCE PER SUBSTRATE.
SUBSTRATE,
SEE TABLE 2, SHEET 2.
SEE TABLE 2, SHEET 2.
I OPT. SASH TOP
LIFT RAIL
FOR ALL WINDOWS:
1 ANCHOR @ 3.55"
FROM END AND AT
CENTER.
FOR WINDOWS
OVER 36" WIDE:
ADD ADDITIONAL
SCREWS @16-3/8"
/ 35 FROM END.
FOR WINDOWS WITH
BOTTOM LOCKS:
ADD ADDITIONAL
SCREWS @ 8-318"
FROM END.
USE EITHER
LATCH OR
BOTTOM LOCK.
TESTED UNIT
LOCATION: 6.5/8"
FROM SASH END.
1/4" MAX SHIM
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
—r•I 1/4"MAXSHIM
° DQ
C
FLANGE
FRAME
NOTES: SHOWN I
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 2,
SHEET 2. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE
WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2.
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX
WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12" THICK
OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS TO
THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2. THIS SHEET.
16 114-MAXSHIM —►i �+—
SASH VISIBLE I 17�I
LIGHT WIDTH
BALANCE
TYPE VARIES
WITH SASH
WEIGHT
l5
EXTERIOR
V
FIXED VISIBLE
LIGHT WIDTH I EQUAL
B_ ILEGIBOX
BUCK WIDTH
FRAME
HORIZONTAL SECTION A -A SHOWN
EMBEDMENT
�
E
'
DISTANCE
TYP. ANCHOR
TYPE,
EMBEDMENT
AND EDGE
DISTANCE PER
'
EDGE
SUBSTRATE,
• ,•
DISTANCE
SEE TABLE 2,
• .'
�
SHEET 2.
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
114" MAX.
SHIM
FLANGE
FRAME
SHOWN
INSTALLATION
OPTION 4
ANCHOREDTHROUGH
FRAME INTO METAL
, �;1111171l1//,
NO ANCHORS
REQUIRED IN
VISIBLE LIGHT FORMULAS
'
FLANGE OR
EQUAL -LEG
WIDTH
• :•:l`'"` -
+
FRAME SILLS
@SASH: BUCK WIDTH - 6-12"
_
�"
@ FIXED LITE: BUCK WIDTH -4-WB*
16
HEIGHT(EQUAL4JTE
BUCK HEIGHT2 - 3-15116'
• ��>,'•' i;; ;�
#10 OR #12 STEEJEOUPL
_ 114" MAX•
• SELF-DRILLINGSHIM
SMS (G5), SEE
TABLE 2,Q�
SHEET2.D
FRAME
INSTALLATION
OPTION 4 rRODUCrRDVISED
ANCHOREDTHROUGH as—pty)ag Nith tits i`aft
building Cade
FRAME INTO METAL A�cepmaca Ab ( -�
Dote: Revtaiom L'xpiMian [late •!
Dy
Miam ada ProdtMl Cunlr`
Revised Br. I Date: Revfsfom.
® DesonpUm Drown 8r
FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
1070 TECHNOLOGY DRIVE Tile: Date:
N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
(941)-480-1600 Sertes/Modal. Scale: Sheet; Drawing No. Rev:
CERT. of AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A
EXTERIOR
V
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
EMBEDMENT
ANCHORED THROUGH INTEGRAL
i-- EMBEDMENT -
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP. SEE NOTE 2, THIS
EDGE DISTANCE
SHEET.
TYP. ANCHOR TYPE,
J-CHANNEL
FRAME
1
EMBEDMENT AND EDGE _
DISTANCE PER SUBSTRATE,
(�
I I I I
1
SEE TABLE 2, SHEET 2.
SHOWN
IIJ!
— T
(SCREW SHOWN)
FIXED
VISIBLE
LIGHT
HEIGHT
BUCK
HEIGHT
'--'
SASH
EXTERIOR
VISIBLI
LIGHT
HEIyGH'
86
J—
OPT.
(2)1"
81
30
INTERIOR
31
WEEP
NOTCHESAT
80
EACH END.
—1/4' MAX SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
OPT. SASH TOP
J LIFT RAIL
FOR ALL WINDOWS:
1 ANCHOR @ 3.55"
FROM END AND AT
CENTER.
FOR WINDOWS
OVER 36' WIDE:
ADD ADDITIONAL
SCREWS @163/8-
35 FROM END.
FOR WINDOWS WITH
BOTTOM LOCKS:
ADD ADDITIONAL
SCREWS @ 8-318-
FROM END.
NO ANCHORS
REQUIRED IN FRAME
SILLS IF ANCHORING
THROUGH FRAME.
INTEGRAL FIN Li114' MAX
FRAME SHOWN SHIM
0
27" X 1.25' WEEPHOLE T
38 WICOVER @ 2.87" I!
FROM EACH END. r—
TYP. ANCHOR TYPE,
EDGE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEE TABLE 3, SHEET 2. EMBEDMENT
(SCREW SHOWN)
INSTALLATION OPTION 5 VERTICAL SECTION D-D
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR BUCK -
STRIP. SEE NOTE 2, THIS SHEET.
USE EITHER
LATCH (SHOWN)
OR BOTTOM
LOCK (SHEET 3).
TESTED UNIT
LOCATION: 6-5/8"
FROM SASH END.
EDGE
DISTANCE
I
NOTES
1) USE ONLY
SUBSTRATE-APPR
ANCHORS LISTED
OF SHEET 2. FOLL
AND EDGE DISTAN
INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE
WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2.
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 142' THICK
OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT
(ALSO REFERRED TO AS DAYLIGHT
OPENING) IS MEASURED FROM
BEADING TO BEADING.
VISIBLE LIGHT FORMULAS
WIDTH
@SASH: BUCK WIDTH - 6.1/2"
@ FIXED LITE: BUCK WIDTH - 4.3/8'
HEIGHT (EQUAL-LITE)
BUCK HEIGHT2 - 3-15116"
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO 2X
WOOD FRAME OR SUCKSTRIP. SEE
NOTE 2, THIS SHEET.
1/4' MAX SHIM
BALANCE
YPE VARIES
WITH SASH
WEIGHT
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS SHEET.
SASH VISIBLE
LIGHT WIDTH
EXTTEERRIOR 87
FIXED VISIBLE
J-CHANNEL LIGHT WIDTH
FRAME 1
SHOWN
BUCK WIDTH
OPRIATE HORIZONTAL SECTION C-C
ON TABLES 2 & 3
W EMBEDMENT 1/4' MAX DADE APPROVED MULLION, FBC
CE LIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONT,
O
1/4' MAX SHIM
I-- EDGE DISTANCE
I I EMBEDMENT
TYP. ANCHOR TYPE,
INTEGRAL EMBEDMENT AND EDGE
FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3, SHEET 2.
SHOWN (NAIL SHOWN)
COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
#10 OR #12 STEEL 1/4' MAX.
- SELF -DRILLING SHIM
SMS (G5), SEE
TABLES 2 & 3, Q�
SHEET2.
FRAME SHOWN �
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL FIN INTO METAL
� 1If
Z.
a1:YNM M��R� d.E.
P.E.# 58705
FIN AND/OR
FLANGE REMOVED
IN -FIELD
EXTERIOR INSTALLATION
fvl OPTION 8
ANCHORED THROUGH FRAME INTO METAL
(INTEGRAL FIN/FLANGE REMOVED)
Revised By. I Date: I Rev4slon:
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941)-480-I600
CERT. OF AUTH. #29296
PRODUCT REVISED
as "'niply)o8 With &0 ptoYd4a
0a1id(ng Cage
AccepinnmNo -o�r4..
r--imtkm Date. 11 `iL] 9n
� •� IL//i/I/ �. CIA% l7i
J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI
Titte: Date:
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
Series1W.&I, Srnle: Sheet• Growing No. R,
v.
SH-5500 NTS 4 OF 13 MD-SH5500-01 A
—1 718 .NOM.
5/16" A/A PVB
7/16" AIR SPACE -
1/8" A_ GLASS -
C] EXTERIOR
5116" H/H SG-
7/16" AIR SPACE-
1/8" T GLASS -
a EXTERIOR
GLASS TYPE 5
7/8.NOM. I-
GLASS TYPE 10
TYP. GLAZING DETAIL
5/16" AIA PVB —
7/16" AIR SPACE-
1/8" T GLASS -
aEXTERIOR
5/16" H/H SG-
3/8" AIR SPACE-
3/16" A_ GLASS -
aEXTERIOR
71 .NOM.
GLASS TYPE 6
7/8" NOM.
I v N II 1
GLASS TYPE 11
'" I'l - LASS GLASS TYPES 11 THROUGH
rE T\'P• 16 MAY NOT BE USED
�IVWTHJ- 6HANNEL OR
• INTEGRAL FIN FRAMES
GLASS TYPES 5, 7, 9, 11. 13
8 15 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
•
GLAZING NOTES:
A" = ANNEALED
H"= HEAT STRENGTHENED
R"=TEMPERED
"PVB" _ .090" BUTACITE® PVB BY KURARAY AMERICA, INC.
'SG' _ .090' SENTRYGLAS®BY KURARAY AMERICA, INC.
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2
7/8" NOM. �+-
5/16" A/A PVB -
3/8" AIR SPACE-
3/16" A_ GLASS -
aEXTERIOR
GLASS TYPE 7
—�{ 71W NOM. {�-
5/16" H/H SG —
3/8" AIR SPACE-
3/16" T_ GLASS -
a EXTERIOR
GLASS TYPE 12
7/8" NOM. �+-
7/16" A/A SG —
1/4" AIR SPACE-
3/16" A GLASS -
aEXTERIOR
—1 7/8" NOM. r-
5/16" A/A PVB -
3/8" AIR SPACE-
3/16" T GLASS -
aEXTERIOR
I v V II I
GLASS TYPE 8
—1 7/8 .NOM.
7/16" A/A SG
5/16" AIR SPACE-
1 /8" A GLASS -
aEXTERIOR
GLASS TYPE 13
—►{ 7/8' NOM.' �-
7/16" A/A SG —
1/4" AIR SPACE-
3/16" T GLASS -
aEXTERIOR
—1 718" NOM. r
5/16' H/H SG
7/16" AIR SPACE —
1/8" A_ GLASS —
aEXTERIOR
7/16" A/A SG —
5/16" AIR SPACE-
1/8" T GLASS -
aEXTERIOR
GLASS TYPE 9
718"ANOM. r-
GLASS TYPE 14
i
I V V II I 1y N 11 I PRODUCT REVISED
as complying with the Florida
GLASS TYPE 15 GLASS TYPE 16 11c,I l'n8tCod,a/ a 0�
Revfsed By: Date: Rev/slom. imlion Data Z20
.~ t i..... '..• : i.� Miam• Dsda Prndud
'�, '� ?• �;�.1•I `J+: Revlsad BY: Date: Revfefan:
. ® DasaipHon: Drawn W.
GLAZING DETAILS J ROSOWSKI
f :�tty 16 ,f
1070 TECHNOLOGY DRIVE Atle: D.
N. vENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
�•:�,•r..: ,:: (941)-480-1600
Saries/ModaF. Swle: Sheet Drawing No. Ror.
�'A.,I YNN N2 ER P.E. CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A
rJ.F-W
TABLE 4:
01.n Typ..
5,6,7a6
Design Pressure, Ibelit7
+/-50.0
R.Int. L%wl
R1
F-1 windows sash alms
ANCHOR GROUP AND QUANTITY.
EXEERIOR
JAMB �7
SASH
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8
(REINFORCEMENTS SHOWN IN FIGURESA13OVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
ABLE 5:
01-Typ.
e
RemL LOW
R2
Bourn s.,h
0e,.dpellrgl-
R.n900Wmdw
wam rt-
s.,n Be{7n
Renee M)
Design Pressure, IhalR2
WIM s.k
u tn48
Mfthm
51225
23.5
Eq-"W
11294
+as.o
I -70.0
+esA
70.0
St.mad Cat.po
14.517-15.070
465.0
•70.0
4es.0
7Tee
28
EquafR.
115M-14.516
less
.70.0
405.0
•70.0
SWrd8r1 Pt it
11.377-t15a2
4660
-70A
4610
70.0
T.I.:t
23.511•2s255
4W.0
-70A
.a5.0
-Tes
Sw&W W1.2.
20.958-23516
4650
70.0
.83A
.70.0
37.375
Equ.114e
17.517-20.057
406.0
•70A
4860
-70.0
SI.MaN Pralaw
14517-17.516
+BSO
.70.0
465.0
70.0
Shod44
11.377-14.616
+850
-70A
485A
-70.0
Tales)
I 27.56T-31.911
4e10
-70A
+85.0
.70.0
asta.nslu
2a5t7.27.50
465.0
-70.0
+81a
70.0
SWMaA Cdbps
23617-26516
+BSO
•700
4e50
-70.0
41
EquWse
2a517-21610
+850
•70.0
.0.5.0
•70.0
St.MaN PI.A-
17.517.20516
.aSO
-70A
465.0
-700
Cot-slm
14.517-17515
4650
.70.0
.55.0
-70.0
Shod.t
11.377-14.516
465.0
-70.0
.65.0
-70.0
Ts W
31.583-35.911
4050
•70.0
.65.0
-70.0
Sl.nd.dC .00
M511-31s62
485.0
•70.0
+65.0
70.0
Equ.M.
20.5/7-25516
+65.0
JOB
485A
•70.0
48
St 1.1/1`,oA.e
17.617.20.510
+BSO
.70.0
485.0
-70.0
Cmt.m Ske
14.517-17518
+650
•70A
+65A
-70.0
Custatn Sk.
12.517-14.510
+860
-70.0
+85.0
•70.0
Shod"t
IUT/-12515
.55.0
-70.0
+65.0
70.0
-•
Wool
3120a-37.530
4850
-70A
+65.0
-7a0
Z
Slond,N Codogo
29617-33M7
4650
-70.0
4660
1 -70.0
Equ.Wo
21517-26518
155.0
-70A
46i0
-70A
49.625
C to,nsu.
S W dP.Aew
20.517-23.516
17.517-20510
465.0
.85.0
.70.0
-70A
4ee.0
+65.0
70.0
.70.0
a Xo,.sk.
145V-17.516
4650
70A
4650
70.0
C.Wo Ske
M617-14516
4650
-70A
465.0
-70.0
shvtml
/1.377-/2518
.05.0
-70A
405.0
70.0
TOW
36517-41.831
+660
-70.0
465.0
.70.0
Slop nl C.0age
31.W-36516
.560
-70A
465.0
.70.0
Egm18e
2e.517-31.510
40&0
.70.0
465.0
70.0
Slandvd Prow
21517-25.518
+W0
-70A 1
4610 1
-70.0
62
Ca.t-Sbe
20.517-23516
485.0
•70A
465A
-70.0
Cwmmsko
17.517-20.510
405.0
-70.0
485e
-70.0
Custom Sim
14617-17.516
465.0
-70JO
465.0
861
C.,h Sk.
11017-14.516
465.0
-70A
.65.0
.07.3
Sf-.I
11.864-13.016
+BS0
-70.0
465.0
W5
T.naal
39.517-41.614
465.0
-70.0
4651D
70.0
Cuetan Ske
38.517-39.510
465.0
-70.0
465.0
-70.0
Eq.aWi.
31517-36.510
+85.0
-70.0
465.0
•70.0
75
C,olmn5ka
32517-35.510
+550
-70.0
4e3.0
-70.0
standard P1!i-
29.517.32518
.65.0
-70.0
1465.0--
TABLE&
BLE 6:
01.n Type%
s,7ae
Design Pressure, lbse
+85.0 /-70.0
Relnt L%wl
FU
For on window mid sash alms
ACC I LC 7U. bMlCtI V run
ANCHOR GROUP AND QUANTITY.
jr-7/-II EXTERIOR
JAMB
SASH
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
PRODUCT RBVISED
as -mplying With 0w Florida
SEE TABLE 10, SHEET
-MIN. SASH HEIGHT
9 FOR ANCHOR GROUP AND QUANTITY.
=WINDOW BUCK HEIGHT- 50.136
o
Ac pfsOu11di gCde rtm Ph. )�O'� 141�3
G., 1 lie Dale 2b2(i
Revised By: Date: Ravla/On: T
1'! J �'
y
K ami de Prndlst Con r
-
ReHeed Dy: Date: Reviefon:
NOTES:
_
•%�
®
Deacdptfon:
DESIGN PRESSURE TABLE
DeW0 ar.
J ROSOWSKI
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.
•� •.-
`
•�
% �I :_•' :::'" "
1070 TECHNOLOGY DRIVE
RDe:
Date..
2 FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
-
N. VENICE, FL 34275
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
•
..... ' •':`•"""``
i'll .I
(941)-480-1600
Sertea/Modetr Srnia Sheet•
Drowfng No. Rer.
ON THE TABLE.
�rL•t'N ! PE`
CERT. OF AUTH. #29296
SH-5500 NTS 6 OF 13
MD-SH5500-01 A
,'
TABLE 7:
Dtar
Boa, 15a le
R41N. Local
J
0"Opum fora
ftang.0 Wh w•
Sash Hel9hl
11 t (in)Wndow
Design Preasure,l6elRa
Buck
NldM in)
upto40 1
40
1
52ZUS
54
23.5 1
EwalNe
11.394
+MD
.110.0
+70.0
-110.0
470.0
.110.0
470.0
.110.0
SLmdwd CWpe
14.517-15.870
+70D 1
-110.0
470.0
-110.0
+70.0
410.0
+70.0
-110.0
28
Ew47tko
t1583-14.518
+70D
-110.11
470.0
-110.0
+70.0
.110.0
470.0
410.0
SWMad Pm&w
11577-11.502
470.0
.110.0
+70.0
-110.0
470.0
.110.0
+70.0
.110.0
Tallest
23517-25.288
+70A
-110.0
.70.0
-110.0
470.0
•110.0
.70.0
410.0
SlaMmd Co3pe
20.058-23.518
.70.0
-110.0
470.0
-110.0
+700
•110.0
+70.0
.110.0
37.375
Ewewto
17.517.20.957
+70.0
410.0
470.0
.110.0
410.D
.110.0
+70.0
409.0
StaM.M RW-
14S17-17.518
.70.0
410.0
470.0
•110.0
+70.0
-110.0
+70.0
.110.0
Slogoel
11.377.14.510
.70.0
-110.0
+70.0
-iiao
.70.0
-1D7.0
.70.0
-103.0
Tolled
27.583-31. 111
+70.0
410.0
+70.0
A9.0
+70.0
no
+70.0
-90.0
0uat-Site
28.517 - 27.582
+70.0
•110.0
470.0
410.0
470.0
-110.0
.10.0
-110.0
Sland.M Coupe
23.517. 26.616
470.0
410.0
-70.0
-110.0
•70.0
-110.D
+70.0
410.0
44
Equ.We
Standmd PmWaw
20.517-23.516
17.517 - 20.518
+70.0
+70.0
-110.01
.110.0
+70.0
+70.0
.110.0
-110.0
+70.0
+70.0
-110.0
.110.0
+70.0
470.0
.110.0
.110.0
Custom Size
14.517-17510
-70.0
410.0
+70.0
At 0
-70.0
.110.0
470.0
•110.0
Shertotl
1 11.377-14.518
-70.0
41D.0
+70.0
-110.0
+70.0
•107.0
+70.0
1 -1010
31.583 - 35.911
+70.0
410.0
+70.0
-99.0
470.0
4%7.0
♦70.0
.00.0
otlepe
26.517.3LS82
+70.0
410.0
+70.0
410.0
+70.0
.110.0
+70.0
-110.0
46
Re
Pm4aw
20.517-20.516
17.517-20510
+70.0
+70.0
410.0
410.0
+70.0
470.0
-110.0
-I1Dp
+70.0
470.0
410.0
-11a0
470.0
+70D
-110.0
-710.0
RSUMwd
Ste
14.517. 17.516
470.0
4100
+70.0
-110.0
-70.0
-110.o
-70.0
.110.0
stm
12.517-14.516
+70.0
410.0
+70.0
-1104
4700
.110.0
+70.0
-110D
st
11.377-12.51E
+70.0
410A
.70.0
•110.0
+70.0
-1100
+70.0
-110.0
d
33208-37.5M
+70.0
410.0
-70.0
.99.0
+70.0
.93.0
.70.0
-90D
=
Slanted Coupe
28.517-33207
N0.0
1410.01
+70.0
-71a0
+70.0
•110.0
+70.0
410.0
Equa tale
23.517. 28.516
+70.0
.110.0
+70.0
-110.0
+70.0
.110.0
.70.0
410.0
Cwlom She
20.517-23.516
470.0
.110.0
+70.0
410.0
.70.0
-110.0
.70.0
-110.0
49.025
i
Staw1 dPMiew
17.617 - 20.516
170.0
410.0
+70.0
410.0
.70.0
-110.0
+70.0
-11n0
Q 1-else
11517-17.510
-70.0
410.0
+M.0
1 -110.0
+70.0
•11a0
+70.0
-11a0
0.umSke
12617-14.516
.70.0
-110.0
173.0
-110.0
+70.0
-11D.0
+Too
-1fa.0
Shwl.el
11.377-12.510
+70.0
-110.0
70.0
-110.0
♦70.0
-110.0
+70.0
410.0
Tdlesl
3a.51T-41.944
+70.0
.110.0
.70.0
-110.0
470.0
-11D.0
+70.0
410.0
Stntda Cotfga
31.517-38.516
+70.0
410.0
+70.0
•110.0
+lap
-110.0
+mD
-it"
Ew�te
StaWwdPMew
2a517-31.510
23517-28.510
+70.0
.1D.0
410.0
•110.0
.70.0
.70.0
-110.0
410.0
+70.0
+70.0
-110.0
-110.0
.70.0
+70.0
-110.0
-110.0
62
LLslom sae
20.517-23510
+700
410.0
+70.0
410.0
.70.0
-110.0
+70.0
410A
Qstan Sloe
17.517-20.516
470.0
.110.0
+70.0
410.0
+70.0
.110.0
+70.0
410A
cusmn stm
14.617-17.618
-70.0
-110.0
+70.0
410.0
.70.0
-110.0
.70.0
-110.0
C-s Size
13.017-U.510
.70.0
.110.0
+70.0
1 -110.0
+70.0
-110.0
.70.0
•1100
Shortest
IIA04-13.016
.70.0
-110.0
+70.0
-110.0
+70.0
-110.0
+70.0
-110.0
Td1w
39.517-41.644
.70.0
.110.0
470.0
-IM
+70.0
-11010
+70.0
410.0
C.Swm St.
38.517-30.510
470.0
410.0
+70.0
-110.0
+70.0
•1100
+70.0
•11Q0
Eww-n.
35.517 - 38.510
470.0
410.0
+70.0
-110.0
-70.0
-110.0
+70.0
•110.0
75
Qalem Sire
St,Aa d Pwdew
32.617 - 35.610
20.517.32.510
+70.0
+70.0
-1W.0
410.0
+70.0
.70.0
-Imo
-110.0
+70.0
+70.0
-110.5
•110.0
470.0
470.0
41D.0
410.0
C.1-Slm
2e.517.29.516
470.0
-110.0
+70.0
.110.0
+70.0
-110.o
.70.0
410.0
Shortest
25.51645.516
.70.0
-/10D
+70.0
-110.0
1 +?Do
1.110.0
1 +70.0
410.0
Eq.Hte
Sa517-d1.64d
.70.0
•110.0
.70.0
-11D.0
+70.0
-110.0
+70.0
-110.0
r
Q3a10m Siz0
35.517-3a516
+70.0
•110.0
.70.0
•11n.
.7n.
-110.0
+70.0
-110.0
SWOae P,
3381e-35.51E
+70.0
-110A
.70.0
-110-0
+70.0
•110.0
+70.0
-If0.0
e1.7a
Twl t
-41.644
+70.0
.110.0
+70.0
-110.0
+70.0
-110.0
.70.0
-110.0
5EE TABLE 11. SKEET 1U FUK ANGKUK GKUUV tkNU WUM 11I T
•• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136
�mm�ffmIMMEMEM®"
EMCM®"
®"
®"
®"
EME
:M®"
®"
®"
®"
��wmzrnllcmmmgmgm®"
mmcm®"
E
EMCMMKMK
KMEM
®'.®"
®"
®"
®"
®"
®"
®"
®"
®"
E
E
®"
E
®"
®"
®17",�:1
wIrl,mr-"Mrr-gwmcmgmmM®"
I®"
®"
IIM®�71,�CM®"
E
EM®"
®"
CM®"
��mmmlgmmm®"
®"
C
Id{I'
E
®"
EMM
E
EMOM®"
Erm7mmmffmmrmcmcmmm®"
®"
E
C
®"
C
®"
C
EMCM®"
®"
Em
10=�MM
EMMMIM;MEMEMCMEMIMEMIMEMCMEmumam
��prrsTMEMEMIMEMCMEMEMEMEMEMEMIMIMMMOMEM
o i'
PT7rFWM®"
®"
®"
®"
®"
E
C
MMC
EM®"
®"
CMEM
®"
'®'
®"
ff
C
E
EMEMCMMM®"
®"
®"
®"
CMM
n
ME=MMM=039MM
MMMMCMMMCMIMCMMMCM:MCMMMKM:M
�®`
®"
mmcm:mcmmm®"
®"
®"
®"
gmmmgmmM®"
EM
CMMIMM
MEMamcmimcmmicmmmcmcmmm:m
Omm-Tr�EEMMEM:IMMEMEMEMEMEMCMEMCMEMEM:MEMMI
EP","�ffmmvmcmmmcm:;mcmmmcmmmgMEMEMEMEMEMCMEM
mprmr�mmmacmum�71,�,
1mEMEMEMEMIMCMamcmamEMEMIMEM
MMEMEMEMCM
MCMIEMUmImcml[mmmEz3CME
mr.T=MmrrmTm
cmmlcm:mmcmlmMEM:MEMMMCM::iMEMEMEMKM
==Mrrwm
gEMEMCMIEMEM:MEM:SMEMIMMEM;MCMIEMCMM
M=IMFMn%TMEM:MEMEMEM
jEEMEnCMIMCMIMCMZMCMIM
mmammmomsmumcmimimcncMEMCMMIKMED
91.70
fa ew
Tallest
91B•3.
•41.6U
aaD
-11o.D
+70.0
-110.0
H0.0
-1020
+70.0
4I7.0
+70.0
93.3
•T0.0
-80.1
+]0.0
90.0
+70.D
410.0
SASH
HEIGHT
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS TYPES 9-16
(REINFORCEMENTS SHOWN IN
FIGURES ABOVE APPLY TO
FLANGE & BO%IEQUAL-LEG
FRAME TYPES ONLY. ALL r(
CONFIGURATIONS APPLICABLE.)
GLASS TYPES 9 THROUGH
16 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
FIN FRAMES
PRODUCT REVISED
as complying with 71te Florida
SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Illlilding Cade
"MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50 Acceptance No 1�o•O I O3
l i 1; ; 7 j Revised W- Dote: Repislon: i3lpiraC n Da . /��
a l:9't,W , ., By.
"'.�^ - Miami ade P[odmlC
;:''. Revised By. Date: Revision:
NOTES:
//;; ��
1,�-
®
Descrlpt7an:
DESIGN PRESSURE TABLE
can
J ROSOWSKI
1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME.
f,
`:_'
1070 TECHNOLOGY DRIVE
7iDe:
Gate:
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
^•, ,i 1,.,;: _
N. VENICE, FL 34275
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
'"C4iii:;:'•.';,.j',:•
��.�.`�is
(941)-4E0-1600
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
l.:,""" ::';'
Sertee/dfodeL• Scale: Sheet D7nwtnq Na Rar.
ON THE TABLE.
hl LY�'IN)AEILCER,P.E��`
p.�.haB7b3
CERT. OF AUTH. #29296
SH-5500
NTS
7 OF 13
MD-SH5500-01
A
3.500"
.062'
JII 1.483° 1 0�0 J_ J-
.62V' O ,}CHANNEL FRAME 625°
T 1.375° HEAD/JAMB F
It 1
3.483" -�-{
--�D 2.444"
ILJ
.625" 5 J-CHANNEL .62
-7- 1.375' O FRAME SILL r
fl 1 T
�+-- 1.872° � � 1.641"
.065" .065' 1.375"
1.000°
I~
14 FIXED 16 SASH RAIL
MEETING RAIL
LJ HEADIJA616 1.375'
3.483° ►{
oi•�- .062°
2.444° a
6 FLANGE 1.375'
FRAME SILL 1
3.500" 3.500"
��- .062" --y� .062"
1.483° as 1.463°
OFIN FRAME O EQUAL LEG FRAME
HEADMAMB HEADMAMB
- 3.483' ►-{
i-- .062" O 3A83"
2.444°
aa�D 2.444"
�000 � moo
L� o
OFIN FRAME O EQUAL LEG
SILL FRAME SILL
.715"
-►� 1.185
OLIGHT SASH
23 REINFORCEMENT
IIII�I
.79TT1°''I ^�1.036"
-}�yu 1.331" ��-
I STANDARD
26 MEETING RAIL
REINFORCEMENT
1.215' 2.100' 1.472" 1.565'
�•�-
.974° � 1.376" � .59� � 2.176" .471' � � I �"
590" .347
.035' --11-- ((� y .355" .070" .050' .050° }
* .060' � - .070'
LED
17 COVERBALANCI 18 SC19 REW COVER INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 NT S SH STOP/ LIFT RAIL LIFTRAIL BEVELED RLOCK COVER
1.184"
070"
.810"
HD SASH
25 REINFORCEMENT
1.182° �-
070"
1.041"
.130"
-►{ 1.340" �-
OHD MEETING RAIL
27 REINFORCEMENT
PRODUCT REVISED
w, cmnplying with dw Elwidn
:i+dldiag Cade
Acceptance No 16'071¢'"C
ENpimlion.Dale Q
Revised By: Dote: Revlsl-.. 13
.316' y C ... Miami ade Produal'C0n
I •80° .175" �1:%^ • Ravlsed By: Dot.: Revision:
.754' .750°
.035" ---� .025° -�j�-� ..•:: ® Descrip0on: Drown By:
O LAMI IG 81 EXTRUDED 82 ROLLED 6I �(Ib .;.:; WINDOW EXTRUSIONS J ROSOWSKI
BEADING SCREEN FRAME SCREEN FRAME ' •' ' /
(j '•, 4'U:i =��� r ,`!:_' 1070 TECHNOLOGY DRIVE BOe: Date:
•.. ,., :;lr�:. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
(941)-480-1600 Srole: Sheet• Dmwing No. Rev:
• Sedes/Model:
Aft"NiMltl�ti,P.E. CERT. OF AUfH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A
P.EJI 58705
Bill of Material
#
Part #
Description
Material
1
620101
Single Hung Frame Reaa & Jambs - J-Cliannel
PVC
2
620102
Single Hung Frame Head & Jambs - Flange
PVC
3
620103
Single Hung Frame Head & Jambs - Fin
PVC
4
620104
Single Hung Frame Head & Jambs - Equal Leg/Box
PVC
5
620105
SH/DH Frame SIII - J-Channel
PVC
6
620106
SH/DH Frame Sill - Flange
PVC
7
620107
SH/DH Frame Sill - Fin
PVC
8
620108
SH/DH Frame Sill - Equal Leg/Box
PVC
14
620131
Fixed Meeting Rail
PVC
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cotter
PVC
18
620133
Sash Stop/Screw Coker
PVC
19
620156
Pull Rail Interlock
6005 T5 At
20
620144
Pull Rail Interlock Cover
PVC
21
620157
Beveled Interlock
6005 T5 AI
22
620145
Beveled Interlock Cover
PVC
23
620150
Light Sash Reinforcement
6063 T6 AI
25
620152
HD Sash Reinforcement
6063 T6 At
26
620153
Standard Meeting Rail Reinforcement
6005 TS AI
27
620154
HD Meeting Rail Reinforcement
6005 T5 Al
30
61644
Weatherstrip, .187" x .270" Fin Pile
31
6Q300
Weatherstrip, .190" x .300" Foam Bulb
Flex PVC
321
61719
Weatherstrip, .187" x .220" PolyPlle
33
61825
Weatherstrip Plug, .220" Finseal
35
78X1 MTTr
#8 x 1" Ph. PH SIDS (Interlock Mounting Screw)
36
78X3THPX
#8 x 3" Ph. PH SMS (Meeting Rail Screw)
41O SS
37
71669SP
Meeting Rail Screw Support Plate
3 T6 At
38
720210
Weep Hole Cover
PVC
40
720XXKXK
Constant Force Balance
41
#8 x 3W' Ph. FH SMS (Con. Force Balance Screw)SS
[4'10
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44
76X114FPAX
#8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw)
SS
Part #
Description
Material
76
Kommeding 4SG TPS Spacer System
77
Quanex Super Spacer nXr With Hot Melt Butyl
See this
Sheet for
78
Quanex Duraseal Spacer
Materials
79
Cardinal XL Edge Spacer
Kcrmmml e[ mo I KCruK[ J: r[ L-ar If, ayaa h Oulu
TAR[ F 19 PINT -
BIII of Material, cont
#
Part #
Description
Material
45
720197
Auto Lock Mechanism
C Steel
46
720198&9
Sweep Lock
Cast Zinc
47
720195&6
Auto Lock Cover Assembly
Cast Zinc
48
76X1180PTX
#6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zinc
50
76X34PPA
#6 x 314" PH. PH SDS (Keeper Screw)
SS
51
420181 UR
Beveled Tilt Latch Comer Key
PVC
52
420182 UR
Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 3/4" Ph. FH SDS (Comer Key Screw)
SS
54
420183
Tilt Latch
PVC
55
420184
Tilt Latch Retainer
PVC
56
720207
1" Tilt Latch Spring
SS
57
420186
Plastic Tilt Latch Finger Pull
PVC
58
720192
Metal Tilt Latch Finger Pull
Cast Zinc
59
420180
Plwt Bar Comer Key
PVC
60
720206
Pivot Bar
SS
63
720191
Sash Pull Handle
Cast Zinc
E
720194
Sash Pull Handle With Latch Assembly
Cast Zinc
65
7834FPT
#8 x 3/4" Ph. FH SDS (Pull Handle Screw)
SS
66
420188
Bottom Latch Strike Plate
Cast Zinc
67
7858B
#8 x 5/8" Ph. FH SMS (Strike Plate Screw)
SS
72
720135
Lami I.G. Bead
PVC
74
Backbedding, GE 7700 or Dow 791
Silicone
75
1 71646N
iSetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro.
EPDM
80
61012
Extruded Screen Frame
Alum
81
61011
Roll -Formed Screen Frame
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame X 4
PVC
83
47042
Screen Comer Key with Pull Ring X 2
PVC
64
47041
Screen Comer Key without Pull Ring X2
PVC
85
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87
61635161614
.140" Screen Spline (Machlne/Hand Rolled)
Vinyl
NOTES:
1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
2) ITEMS # 9-13. 15. 24. 28, 29, 34.39. 61, 62, 68-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
.�\•fit. t� 7• ,� ;i
Sf
,I::•.,
A LyfJ�H y11W:ER, P.E.
P.E.# 58705
SILICONE HOT -MELT BUM
STRUCTURAL
STRUCTURAL SILICONE 3/16" NOM.
POLYISOBUTYLEN 1/4" NOM. FOAM
WITH DESICCANT WITH
DESICCANT
EXT. GLASS EXT. GLASS
%—INT. GLASS c(U/ DINT. GLASS
7e KODISPACE 77 SUPER
4SG TPS 0 SPACER® NXT"'
ALUMINUM
REINFORCEMENT p0LYIS0• DESICCANT FILL AREA
BUTYLENE 5/16" NOM.
5/16" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS �
�� `INT. GLASS DINT. GLASS
Zia DURASEAL@ 79 XL EDGETm
SPACER SPACER
PRODUCT REVISED
'
as—11,114a8with no Nhaidn
Diul4"a Code 16,,,Q71Q•.
Acceptance Alo ,8
Expirntion Date Iyj20
Revlaed ay: Date: Revralon:
JR
05/05/16
A) ADDED SPACERS
B
tN[au[i lade P[odact
Revlaed W.
Darer
Revrslo .-
®_
Description.,
Drown By:
BILL OF MATERIAL (BOM)
J ROSOWSKI
1070 TECHNOLOGY DRIVE
TWO.,
Date:
N. VENICE. FL 34275
SINGLE HUNG WINDOW INSTALLATION - LM
05/15/15
(941)-480-1600
Series/rAodel. Seale: Sheet:
Ormving No. Rev:
CERT. OF AU1H. y29296
SH-5500
NTS
12 OF 13
MD-SH5500-01
A
NOTES:
1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PARTS # 1 & S. OTHER FRAME TYPES APPLY.
3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7.
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS.
OPT. SWEEP LOCK
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
(941)-460-1600
CERT. OF AUTH. #29296
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
PRODUCT R>VISCL)
:us cmnplping with 6W Flmicht.
:30'Ung Cade
EXPLODED ASSEMBLY J ROSOWSKI
rDa Date:
31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15
Serlee/AfodeC Scala Sheet: Drowing No. R.
SH-5500 NTS 13 OF 13 MD-SH5500-01 A