HomeMy WebLinkAboutproduct approvalM IAM I-DADE _ 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) www.miamidade.gov/economy
PGT Industries, Inc. REV WE® FOR
1070 Technology Drive
North Venice, FL34275 CODE COMPLIANCE
SCOPE: ST. LU TE COUNTY
This NOA is being issued under the applicable rules and regulations governing AhMse of construction
materials. The documentation submitted has been reviewed and accepted by M'ia '�QU 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 "DH-5560" PVC Double Hung Window -- L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-DH5560-01 titled "Double Hung Window Installation -
LM", sheets 1 through 14 of 14, dated 05/15/15, with revision B dated 06106/17, 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 NOAH 16-0714.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMt•DADE COUNTY NOA No. 17-0630.10
September 17, 2020
D of j `� Approval Date: November 02, 2017
to,
O ( Page 1
Expiration Date
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.15-0812.04)
2. Drawing No. MD-DH5560-01 titled "Double Hung Window Installation - LM",
sheets 1 through 14 of 14, dated 05115115, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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 PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spaces NXTTM spacer system and XL
Edge m spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.09)
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 series 5460 and series
5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.15-0812.04)
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 5560 PVC double
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-8007, dated 04/28/15, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0812.04)
Manuel P r P.E.
Product Contro E miner
NOA No. 17-0630.10
Expiration Date: September 17, 2020
Approval Date: November 02, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61h Edition (2017), dated 07/30/15 and updated on 08/29/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA IV& 15-0812.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (CONTIMMD)
-1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass InterIayers" dated 01/19/17,
expiring on 07/08/19.
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. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC
6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
j signed and sealed by Anthony Lynn Miller, P.E.
Manuel a P.E.
Product Contr iner
NOA NotExa
7- 30.10
Expiration Date: September 17, 2020
Approval Date: November 02, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. I5-0812. 04)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714.09)
G. OTHERS
1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series
"DH-5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring
on 09/17/20.
Manuel Per
Product Control min r
NOA No. 1xa.10
Expiration Date: September 17, 2020
Approval Date: November 02, 2017
E-3
B, SEE
54' MAX BUCK WIDTH SHEET3
A,SEEf -
B, SEE y, 30' MAX. O.C. 12' MAX SHEET 3+ '
SHEET3
A. SEE l 12' MAX.
SHEET 3i I /
EQUALLY
/ SPACED
EQUALLY SEE TABLE ANCHORS
SPACED � -L PER TABLES
ANCHORS PER I I / 8-11
TABLES 8-11 x
84'
T MAX.
x ^ 10' MAX. O.C. HEIGHT
13.8or MAX O.C. EQUALLY
EQUALLY SPACED
SPACED ANCHORS
ANCHORS PER / PER TABLES
TABLES &11 A I 8-11
- 54' MAX. BUCK WIDTH _
_ - 30' MAX. O.C. - i 12' MAX.
TOP SASH
VISIBLE
LIGHT WIDTH
12" MAX.
TOP
_ II
SABH
VISIBLE
/ LIGHT
HEIGHT
-r
SEETABLEA
XI
I
1 v.
T
x 4
- �.1{/ OTTQM
10" MAX. O.C.
/ SASH
VISIBLE
3,-r MAX. O.C.
1
- /LIGHT
HEIGHT
I
—L
A
_
•, &12' MAX.
TABLE A: MAXIMUM O.C. SPACING
Glass Types Above Meeting Rail
5-8 15.112'
9 -16 12"
54" MAX. BUCK WIDTH
86.338°
B, SEE ,_ 30' MAX. O.C. -►�
BUCK SHEET
HEIGHT A, SEE -• l /
SHEET3i I /
EQUALLY' I
SPACED
�ANCHORSPER
TABLES 8-11 )=
EQUALLY
SPACED
ANCHORSPER
TABLES 1-11
DESIGN PRESSURE RATING
IMPACT RATING
VARIES PER REINFORCEMENT
LEVEL, SEE SHEETS 6-7
LARGE & SMALL MISSILE
IMPACT RESISTANT
D. SEE
SHEET4
—12" MAX.
SHEET4+
12° MAX I
SEE TABLE A
62'
MAX.
10" M/UC.IO.C, BUCK
�i HEIGHT
13.807- MAX. O.C.
SEE T
SHEETS J
1A 889
&12' MAX.
52-1/8" MAX. BUCK WIDTH
`I SEE SHEETS �r 1-1/4"
'll 889 I j1
X I 84'
_ I I BUCK
HEIGHT
AS SHOWN
X (86.338'
- I MAX.)
�11111
B -.___. JNO
ANCHORS AT SILL \.-( '
SEE SILL WEEP-
B
JNOANCHORSATSILL
BOTTOM SASH VISIBLE
(I
•\ SEE SILL WEEP-
NOTCH DETAILS,
B!_.__,JNOANOHOR5AI51LL -•l 4
`\�I .SEE SILL WEEP -
NOTCH DETAILS,
per_-._J 1-1/4" -�{� SEESRLWEEP-
NOTCH DETAILS,
NOTCH DETAILS,
SHEET3
LIGHT WIDTH
SHEET3
SHEET3
SHEET4
ELEVATION FOR TYP. EQUAL LEG FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH ORIEL/PROVIEW CONFIGURATION
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION
ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
ANCHORED THROUGH THE NAIL -FIN
FOR CUSTOM COTTAGE CONFIGURATION UP TO
75" HEIGHT SEE TABLES 8-11
(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW
THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
GENERAL NOTES 1
1)
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 39 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED.
.................................................
ELEVATIONS......................................................... 1
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
FRAME, GLASS & ANCHOR OPTIONS ................. 2
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PERANCHOR TYPE.
INSTALLATION, FLANGE & EQUAL LEGIBOX.... 3
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
INSTALLATION, INTEGRAL FIN & 3-CHANNEL.. 4
DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
GLAZING DETAILS ........................................... 5,
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (PORI OR ARCHITECT OF RECORD, (AOR).
DESIGN PRESSURES .......................................... 6-7
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
ANCHOR QUANTITIES....... 8-11
PROFILES 12
SHOULD BE SEALED. OVERALL SEALINGIFLASHING
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.
EXTRUSION .....................................
ASSEMBLY & PARTS LIST. .......... 13-14
7) DESIGN PRESSURES:
X NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300.
CODES /STANDARDS USED:
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3 % STRESS INCREASE HAS NO
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 WIT
-ASTM E1300-09
•ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
-ALUMINUM DESIGN MANUAL, ADM-2015
9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
101 REFERENCES: TEST REPORTS FTL-8006 & 8007• ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE &
•AISI SIOD-12
•AISC 360-10
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AFBPA NDS & ALUMINUM DESIGN MANUAL
111 APPLICABLE EGRESS REQUIREMENTSTO BE REVIEWED BY BUILDING OFFICIAL \,%I LYI1(11///
USER INSTRUCTIONS: LX /
't ..•'1}GEN3F'•. �����
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7.: • •, .p
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 _ * No. 58705 * _
PRESSURE FROM TABLES 4-7. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - 1070 TECHNOLOGY DRIVE
OPENING OBTAINED IN STEP 1. O N. VENICE, FLS4276
ETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR
4) D••, •' [[7`
YOUR OF CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. ,C '•, �111A [[/� (841)480.1600
5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i •.;c[ORIDp;.•'• \
ONAL ENG��\ niousla�eaNco
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, A•tly INTEGRAL FIN OR EQUAL LEGIBOX). P.EN 58705 CERT.OFAUTH.B28296
UPDATED TO FBC 2017. - JR -
06/06/17
PRODUCT REVISED
w cwnplyin8 with dm Florida
DuA Pj, Code
Aceeptanca No/
Oro_ Oat. (4/
By
Mtieni Dario product
Desulp6on: '•• �.
GENERAL NOTES & ELEVATION J ROSOWSKI
DOUBLE HUNG WINDOW INSTALLATION - LM 1 05/15/15
DH-5560 NTS 11 OF 14 1 MD-DH5560-01 1 13
Frame
Glass
Frame
Typal
Options
Conflgs
Installation Options that may be used
(see Fig 8)
(see Table 1)
(sea Fig A)
....IMo 2X Wood FremelBuckstdp •sheet 3, option 1
Flange
5 - 16
Equal�ite,
OdeVProNaw
Through the frame
the
....into Concrete/CMU -sheet 3, option 2
....through 1X BucksUip irdo Cancrate/CMU - sheet 3, option 3
(#2)
&Cottage
of winday......
....Into Metal -sheet 3, option 4
....Into 2X Wood FremdBuckstdp -sheet 3, option 1
Box /
Equal -Leg
5 - 16
Equal -Cite,
OdeUProNew
Through the Mama
albs
....Into ConcretelCMU -sheet 3, option 2
.,.,through 1X Buckatdp Into Concrete/CMU -sheet 3, option 3
(#4)
8 Cottage
windaR......
....iMo Metal -sheet 3, option 4
Through the
....into 2X Wood FramelBuekstdp -sheet 4, option 5
J•Channel
Equal-Lite,
OdeVProNew
Integral tin......
,,,,Into Metal -sheet 4, option 7
I#1)
5-8
8 Cottage
Through tits trams
••• Into 2X Wood FramelBucksUlp •sheet 4, option 6
,,,,Into Metal -sheet 4, option B
a the window......
Through the
....Into 2X Wood FramelBuckstdp -sheet 4, option 5
Integral Fin
Equal-Lhe,
OdellPtoMew,
Integral fln......
,...Into Metal -sheet 4, option 7
(#3)
6 - B
8 Cottage
Throu h the flame
9
....Into 2X Wood FrartlelBueksN sheet 4, Option 6
P - P
....into Metal -sheet 4, ton 8
Atha window......
TABLE 1 • ALLOWABLE GLASS TYPES
TABLE 2• ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S. 7, 9, 11.13
I 8 15 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
'A° = ANNEALED
FIGURE A: FRAME CONFIGURATIONS FIGURE B: FRAME TYPES 'H' = HEAT STRENGTHENED
'P = TEMPERED
"PVB" _ .090" TROSIFOL®PVB
�j BY KURARAY AMERICA, INC.
"SG' = .090" SENTRYGLASO
_ INTERLAYER BY KURARAY
AMERICA, INC.
EQUAL -CITE ORIEL COTTAGE
MIN. OF 3
THREADS
BEYONDTHE
METAL
SUBSTRATE.
°UNGROUTED
CMU°VALUES
MAY BE USED
FOR GROUTED
CMU
APPLICATIONS. i
TABLE 3' ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN PRODUCT REVISED
to complying with Itt;, Florida
Duilding'Code
1111111/ Aeoeptanca No' �0 Ih
��� ANY LYA1 �.Rewsran: Expiration Data �GJt�1LtJ
�\"l�•'�IGENSF'•. �( ANCHORS RE -GROUPED. Dy
Q?' 4' - J R - 06/06/17 Mist Dado Pro3a[t r0
* ; No.58705 `
L
- Deserlption: Drown W.
6 � : �� 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
MIN. OF 3 �,C'•. , TE O t . N. VENICE, FL 34275
THREADS BEYOND ' (� •'••F�ORID�`. •'• \��� (941)480.1600 Tide: Dote:
THE METAL %, S/� "" EN��� �pyq,a,rrox017 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
'. S G ��
SUBSTRATE. �yrr NAL 1�� PortnauslwMuIc.
11 I I 11111 ALL WUMe REyERVED Sar/ea/Modal: Saab: Shaek Drawing No. Rer.
A. LYNN MILLER, P.E. DH-656O NTS 2 OF 14 MD-DH5560-01 B
P.E.d 59705 CERT. OF AUTH.#M296
Glass Description (Elated from Exterior b Interior) Design Pressure
Distanc?nF
e Embedment*
TYPa
Table III Sheet
5
7/8' Laminated I.G.: 1/8' A Exterior Cap + 7/18" Air Space + 5/16' Laminated; (2) Cites of 1/8' A Glass with .090° PVB Intedayer
4,5
6
B
7/e' Laminated I.G.: t!B° T Exterior Cap + 7/18' Air Space + 5/16° Laminated; (2) Cites of 1/8' A Glass with .080' PVB Intedayer
4, 5
6
7
718' Laminated I.G.: all 6'A Exterior Cap + 316° Air Space + 5116" Laminated; (2) Litea of 118" A Glass with .OBO" PVB Intedayer
4,5
6
8
7/8' Laminated I.G.: 3/18' T Exledor Cep + 3/8" Air Space + 5/16' Laminated; (2) Cites of 1/8' A Glass with .090' PVB Intedayer
4,5
6
B
718' Laminated I.G.: 1/B' A Exterior Cap + 7/16' Air Space + 5/18' Laminated; (2) Cites of 1/6' H Glass with .090' SG Intedayer
6
7
10
7/8" Laminated I.G.: 1/9' T ExledorCap+ 7/18' Air Space + 6/16" Laminated; (2) Utea of 1/6' H Glass with .080" SO Intedayer
6
7
11
718" Laminated I.G.: 3116" A Extedor Cap + 316' Air Space + 5l18° Laminated; (2) Cites of 1I6' H Glass with .090' SO Intedayer
6
7
72
7/8° Laminated I.G.: 3/18' T Exledor Cap + 318' Air Space + 5/16' Laminated; (2) Utes of 1/6' H Glass with .090' SO Intedayer
6
7
13
7!6' Laminated I.G.: 1/8' A Exterior Cep + 5116° Air Space + 7116' Laminated; (2) Cites of 3/16° A Glass with .090° SG Intedayer
7
7
14
718' Laminated I.G.: 1/8' T Exterior Cep + 5/18• Air Space + 7/18' Laminated; (2) Cites of 3/18' A Glass with .09D' SG Intedayer
7
7
15
718' Laminated I.O.: 3/18' A Exterior Cap + 1/4° Air Space + 7/16° Laminated; (2) Utes of 3/18' A Glass with .090" SG Intedayer
7
7
18
7/8' Laminated I.G.: 3/16' T Exterior Cap + 1/4' Air Space + 7/16' Leminaled; (2) Utes of 3/16' A Glass with .090' SG Intedayer
7
7
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment*
q
#10 SMShem
(steel, 1 B-8 S.S.
or 410 S.S.)
Pine (SG=0.55)
711E
1�/8"
Steel, A36'
318"
0.050'
Steel Stud, A653 Gr. 33'
3!8"
0.0451' (18 Ga.)
Aluminum, 6063-T5'
318"
0.050'
3/16• steel Ultrecon
P.T. Southern Pine (SG=0.55)
7116'
13/8"
Concrete (min. 2.85 ksi)
1"
1�/8'
Ungrouted CMU, (ASTM G90)
2-1/2°
1-1/4'
g
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16"
i�18°
Steel, A36'
3/8'
0.051y'
Steel Stud, A653 Gr. 33"
3/8°
0.0451" (18 Ga.)
Aluminum, 6063-T5'
3/8"
0.063'
1!4" steel Ultrecon
P.T. Southern Pipe (SG=0.55)
1°
13/8'
1/4" steel Creteflex
P.T. Southem Pine (SG=0.55)
1"
1-3l8"
1/4° steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1'
1-3f8"
C
1/4" steel Ultracon
Concrete (min. 2.135 ksi)
1"
1�/4"
Ungrolrted CMU, (ASTM C-90)
2-1/2"
1-1/4"
1/4° steel Creteflex
Concrete (min. 3.35 ksi)
1"
1-3/4"
1!4° steel Uttrecan
Concrete (rain. 2.85 ksi)
2-1/2°
1.3/4"
D
1/4" steel Creteflex
Concrete (min. 3.35 ksi)
2-1/2'
1-3/4"
Ungrouted CMU, (ASTM G90)
2-1/2'
1-1l4°
1/4' steel Aggre-Gator
�ncrete min. 3.275 ksi
1-1/2"
1 6'
Grouted CMU, (ASTM C�0)
2"
2"
Group
Anchor
Substrate
Min. Edge
Min.
Material
Min. Fy
Min. F"
Steel Screw
92 ksi
120 ksi
18.8 Screw
60 ksi
95 ksi
410 Screw
90 ksi
110 ksi
Elco Aggre-Getorw
57 kel
96 ksi
Elco UltieCorl61
410 SS Eleo Crete Flex®
155 ksi
127.4 ksi
177 ksi
189.7 ksi
6063•T5 Aluminum
i6 ksi
22 ksi
A.Steel
36 ksi
56 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
OFF
. 2 p�
4 p
q
BOX OR q '
FLANGE
EOUAL-
f
LEG
0
1 g
J-CHANNEL
q
D
3 g0
INTEGRAL
FIN q
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME - - ANCHORED THROUGH FRAME AND 1X
DIRECTLY INTO CONCRTE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EDGE DISTANCE SEE NOTE 2, THIS SHEET.
EMBEDMENT
ANCHOREDTHROUGH EMBEDMENT r
FRAME INT02X WOOD 1/4" MAXSHIM 16 1!4' MAX SHIM
FRAME OR BUCKSTRIP. -7— I T
SEE NOTE 2, THIS SHEET. EMBEDMENT T VISIBLE - 17 EDGE
• d 18 LIGHT WIDTH ❑
FLANGE FRAME EDGE ❑� O DISTANCE
SHOWN DISTANCE
BALANCE --->
•n D 44 TYPE BOTTOM
1/4' MA% VARIES SASH - — • ° TYP. ANCHOR
E
AN 2 WITH SASH TYPE,
,
TY ANCHOR R EMBEDMENT
Z ANCHOR TYPE, EMBEDMENT
EMBEDMENT AND WEIGHT 54 30 AND EDGE
EDGE
Q EMBEDMENT AND EDGE ••° LfI 31 DISTANCE PER
DISTANCE PER
DISTANCE PER SUBSTRATE. EDGE SUBSTRATE,
SEE TABLE 2, SHEET 2. SUBSTRATE, I —I TOP n DISTANCESEE
18 SEE TABLE 2, SHEET 2. o Q�� r Q SASH Q I SHEET A2. 2,
IILJ�I 'I VISIBLE D ILj
OFLANGE �I LIGHT WIDTH _ EQUAL —yL
FRAME 10 87 12 LEG/BOX
EXTERIOR
72 19 NOTES: SHOWN FRAME
20 OPT. SASH TOP DUCK WIDTH SHOWN
VISIBLE LIFT RAIL 1) USE ONLY
LIGHT SUBSTRATE -APPROPRIATE HORIZONTAL SECTION A -A
HEIGHT ANCHORS LISTED ON TABLE 2,
49 48 SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
21 FOR ALL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2.
O 22 WINDOWS: 1 INSTALLATION OPTION SHOWN MAY
ANCHOR Q° BE USED ON ANY SIDE OF THE
3.55' FROM WINDOW. 1!4' MAX.
15 END AND AT SHIM
45 46 47 CENTER. 2) MASONRY ANCHORS MAY BE #SELF-DRILLINGL SHIM
BUCK FOR USED INTO WOOD AS PER TABLE 2, SMS (GS), SEE -
HEIGHT 35 WINDOWS SHEET 2. ALL WOOD BUCKS LESS ❑ TABLE 2, D�
60 O D 16 OVER 36' THAN 1.1P2"THICK ARE TO BE SHEET2.
EXTERIOR WIDE: ADD CONSIDERED IX INSTALLATIONS. IX
30 ADDITIONAL WOOD BUCKS ARE OPTIONAL IF
lv�'1 SCREWS UNIT IS INSTALLED DIRECTLY TO
VISIBLE @16-3DEPICTED T
E. WOOD BUCKS
FROM END. 2X ARE 1 1/2' THICK
FROM END.
66 LIGHT GREATER. 1XAND BUCKS (W
HEIGHT (WHEN USED) SHALL BE
DESIGNED UlU(
16 TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL
TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LEGBOX
(2) 1" 64 LOCATION: 6-5/8" DESIGN AND INSTALLATION IS THE SHOWN I( 0FRAME
INTERIOR 63
❑
FROM SASH END. RESPONSIBILITY OF THE ENGINEER �I l SHOWN
O OR ARCHITECT OF RECORD. O u
WEEP �o EXTERIOR �o
NOTCHES AT 31 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION
EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4
PRODUCT REVISED
OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as complying withhthethe Florida
BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Buildi°g Code
8 ` ll11111 , R&dWbn: E M turion
FRAME SHOWDate/ t�•✓<a
CENgry�/C,i��//
.EQUAL -SHOWN X , 1/4°MAXSHIM •� �ON NO CHANGES THIS SHEET. By
❑ Q� F •' �(P IKi °
VISIBLE LIGHT FORMULAS ••,� �_
* No.56705
.27' X 1.25' - WIDTH * _
NO ANCHORS �+ _ Omwn 5y:
WEEPHOLE REQUIRED IN @SASH: BUCK WIDTH-6-112° -0 ://1 _ Dexriptlan:
W/COVERQ FLANGE OR @FIXED LITE: SUCK WIDTH-7-1/2° 7J '•mil �; 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
2.67"FROM 38 e'`� •• �0 ATEO �•.� N. VENICE, FL 34275
EACH END. • EQUAL -LEG HEIGHT (EQUAL-LITE) '� a �B'
FRAME SILLS �i � '•. 4oRIDP,.•'• ��� (941}480.1600 71Ue:
BUCK HEIGHT/2-4-31W i�sS�O •A �NG � COPMGHT07017 DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
VERTICAL SECTION B-B l NAB \\\` PRr a6us IE5, WF $ekes/Model: Srnle: She9t: Dmwing No. Rw:
A. LYNN MILLER P.E. lit ALL RIGHTS RESERVED DH-5560 NTS 3 OF 14 MD-DH5560-01 B
P.F-#56705 CERT. OF AUTH. N29296
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
EMBEDMENT
ANCHORED THROUGH INTEGRAL
F-- EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP. SEE NOTE 2, THIS
TANCE
SHEET.
W-1
TYP. ANCHOR TYPE,
J-CHANNEL
EMBEDMENT ANDEDGEFRAME
DISTANCE PER SUBSTRATE,
n
SHOWN I I
SEE TABLE 2, SHEET2.
�1/4' MAX SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
I 72
19
1
20 OPT, SASH TOP
VISIBLE
LIFT RAIL
LIGHT
HEIGHT
JI
48
49 21 FOR ALL
22 WINDOWS:1
O ANCHOR @
15
3.55" FROM
END AND AT
45 46 47 CENTER.
BUCK
FOR
HEIGHT
35 WINDOWS
50 O 16 OVER 36'
O WIDE: ADD
EXTERIOR
30 ADDITIONAL
SCREWS
@16-3/8"
VISIBLE FROM END.
86
LIGHT
HEIGHT
(2)1'
16
INTERIOR
TESTED UNIT
WEEP
LOCATION: 6.518'
64
NOTCHES AT
63 FROM SASH END.
O
EACH END.
31
.27" X 1.25'
7 30
WEEPHOLE 38
WICOVER @
TYP. ANCHOR TYPE, EMBEDMENT AND
2.87' FROM
EDGE DISTANCE PER SUBSTRATE, SEE
EACH END.
, TABLE 3, SHEET 2. (SCREW SHOWN)
1/4" MAX
INTEGRAL FIN
❑ SHIM
EDGE
DISTANCE
I
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS
SHEET.
1/4' MAX SHIM
J-CHANNEL\� l
FRAME �yJ
NOTES: SHOWN
1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 & 3
OF SHEET 2. FOLLOW EMBEDMENT 1/4, MAX
AND EDGE DISTANCE LIMITS. ANY SHIM
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 2X B THICK
OR GREATER. 1 X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK
DESIGN AND INSTALLATION IS THE
BALANCE
TYPE SOTTOI
VARIES SASH
VITH SASH
WEIGHT
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
INTO 2X WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2, THIS SHEET
VISIBLE
LIGHT WIDTH
114" MAX SHIM
TOP
SASH
I VISIBLE oD
—�I LIGHT WIDTH
87 11
BUCK WIDTH .
HORIZONTAL SECTION C-C
Imo- EDGE DISTANCE
II EMBEDMENT
TYP. ANCHOR TYPE,
INTEGRAL EMBEDMENT AND EDGE
FIN DISTANCE PER SUBSTRATE,
FRAME SEE TABLE 3, SHEET2.
SHOWN (NAILSHOWN)
EXTERIOR
15
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
#10 OR #12 STEEL 1!4' MAX.
-SELF-DRILLING SHIM
SMS (G5), SEE
TABLES 2 & 3,
SHEET2.
FIN AND/OR
FLANGE REMOVED
IN -FIELD
RESPONSIBILITY OF THE ENGINEER
INTEGRAL FIN
OR ARCHITECT OF RECORD.
FRAME SHOWN
u
uuL
3) VISIBLE LIGHT WIDTH OR HEIGHT
INSTALLATION�o EXTERIOR
INSTALLATION��
(ALSO REFERRED TO AS DAYLIGHT
OPTION 7
OPTION 8
OPENING) IS MEASURED FROM
ANCHORED THROUGH
ANCHORED THROUGH FRAME INTO
BEADING TO BEADING.
FRAME SHOWN
o
VISIBLE LIGHT FORMULAS
NO ANCHORS REQUIRED IN
WIDTH
FRAME SILL IF ANCHORING
@SASH: BUCK WIDTH - 6.112"
THROUGH THE FRAME.
@ FIXED LITE: BUCK WIDTH - 7-1/2"
EDGE DISTANCE
INSTALLATION OPTION 5
�
HEIGHT (EQUAL-LITE)
ANCHORED THROUGH
BUCK HEIGHT/2 - 4-3/8'
INTEGRAL FIN INTO 2X WOOD —�'1 EMBEDMENT
FRAME OR BUCK -STRIP. SEE VERTICAL SECTION D-D
NOTE 2, THIS SHEET.
INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGE REMOVED,
�"Y LYg'��, Revision:
" ' N?�i NO CHANGES THIS SHEET
* No.58705
*_Deserip8on:
PRODUCT REVISED
,. complying wilb She Fluida
Duilding Code
Acccpt Nt / • D D 1
Expirnlln oDate �
By
Miwni ule Pr
��'•, �-�7 �� 1070 TECHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
O� •.- S ATE O(V�� N. VENICE, FL 34275
•'•F10RIDP,.-'••��; (941�80.1600 Title: Data:
CAPYPGHTC2aiT DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
111 TALL ES MSS. i� Series/Modei: Style: Sheet: 0row(ng No. Rer.
.L. MILLER, P.E. DH-5560 NTS 4 OF 14 MD-DH5560-01 B
P.Ed 58705 CERT. OF AUTH. #29296
7/8" NOM. —►{ -7/8" NOM. - - 718" NOM. - - 7/8" NOM. 7/8" NOM.
5/16" A/A PVB 5/16" A/A PVB I 5/16" A/A PVB 5/16" A/A PVB I 5116" H/H SG
7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE
LASS
1/8"A GLASS —
EXTERIOR 1/a EXTERIOR 3/1a EXTER OR 3/1 EXTERIOR 1/8 a EXTERIOR
76-79 76.79 78-79 78-79 76-79
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9
—�•� 71W NO716" NOM. 7/8" NOM. 718' NO7/8" NOM.
5/16" H/H SG I I 5/16" H/H SG I I 5/16" H/H SG 7/16" A/A SG I 7/16" A/A SG
7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE
1/8" T GLASS 3/16" A GLASS 3/16" T GLASS 1/8" A GLASS 1/8" T GLASS
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR19
76.79 76-79 76-79 76-79
7&79
GLASS TYPE 10 GLASS TYPE 11
GLASS TYPE 12
GLASS TYPE 13
GLASS TYPE 14
7/16" A/A SG
7/16" A/A SG
"NOM.GLASS
GLASS TYPES 9THROUGH
1/4"AIR SPACE
1/4"AIRSPACE
TETYP.18MAYNOT
BE USED3/16"A
GLASS3116"
T GLASSWITH
J-CHANNEL ORINTEGRAL FIN FRAMESEXTERIOR
EXTERIOR
GLASS TYPES 5,T,9,11,13&'15
*B1
MAY NOT BE USED IN
EXTERIOR
THE HVHZ ABOVE 30'.PRUD!JCT
REVISED
GLASS TYPE 15
GLASS TYPE 16
ascomplying with tlu Florida
Building Code�Accepinnca38Revtelon: ExpirationDn��NYLN/yNO
CHANGES THIS SHEET.lc+
`�F �
Mlnm' ado P,odueC
. �'t`••••L!CENSF'•,
' ° •
. •� • ' • . GLAZING NOTES:
'A"=ANNEALED
TYP. GLAZING DETAIL •H"=HEAT STRENGTHENED
� No. 58705
` * : •: �' —
�� • � ��
� •• •((/�
®
10701ECHNOLOGYDRIVE
Description,Orawn
GLAZING DETAILS
ey:
J ROSOWSKI
T=TEMPERED
�' 7� '•. � 07� (V :
N. VENICE, FL 34275
ride:�0
'PVB'=.090'TROSIFOL®PVB BY KURARAY AMERICA, INC.
'SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,
INC.
�
%•�V�'•�ORIDP•.•'Z
(841 )480.1gW
DOUBLE HUNG WINDOWINSTALLATION -LM
05/15/15
_
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2.
aCENNrntu'ti3,P.E.
� �5 � w p
Series/Model:
DH-5560
Scala
NTS
Sheet
5 OF 14
Dnw(ny No.
MD-DH556O-01
Rer.
B
P.E# 58705
CERT. OF AUT}i. #29296
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS—v
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT. GLASS
BUM &
DESICCANT
FOAM
EXT. GLASS--V
POLYISO-
BUMENE
SEAL
ROLL -FORM[
STAINLESS STEI
EXT. GLASS—\
1/4" NOM.
KODISPACE
T6 4SG TPS
INT. GLASS
k
ELTBUM3/16' NOM.
SUPER
SPACERW NXTm
. GLASS
_ALUMINUM
REINFORCEMENT
5/16" NOM.�
DURASEAL@
ISSPACER
INT. GLASS
DESICCANT FILL AREA
5116" NOM.
SILICONE SEAL
XL EDGETm
79 SPACER
INT. GLASS
Part #
Description
Material
76
Kommeriing 4SG TPS Spacer System
77
Quanex Super Spacer nXi With Hot Melt Butyl
See this
Sheet for
78
Quanex Duraseal Spacer
Materiels
79
Cardinals Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
TABLE 4:
Dlaw7ypes:
6, 6, 7&6
Design Pressure,lbslfe
+50.0 /-50.0
Reinforcement
Level: Rt
For al window & sash sizes per TaWe 6
ANCHOR GROUP AND QUANTITY.
JVHEA-DER
TdP
SASH
HEIGHT
Q 0WMEETING
24 O O
EXTERIOR BOTTOM
a SASH
HEIGHT
23 O
SILL n
TABLES:
olan Types:
5,6, 7&6
Design Pressure, IbsHe
+65.01-70.0
Reinforcement
Level: R2
For all Wndow & sash sizes per Table 9
ANCHOR GROUP AND QUANTITY.
NOTES:
1) USE THESE TABLES FOR ALL
WINDOWS INSTALLED THROUGH
THE FRAME OR INTEGRAL FIN.
2) FRAME DIMENSIONS ARE BUCK.
SASH HEIGHT IS AS PER THE
FIGURE,
M
1 3) FOR SIZES NOT SHOWN, ROUND
T UP TO THE NEXT AVAILABLE
WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE.
SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8
(REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES
ABOVE APPLY TO ALL FRAME TYPES & ABOVE APPLY TO ALL FRAME TYPES &
CONFIGURATIONS) CONFIGURATIONS) PRODUCT REVISED
as complying wish the F[orida
Building Coda
Acaeptanw No . -0
tt Iryr/ ReWsW: Expimtl Dace -
``� NO CHANGES THIS SHEET. B7
`� Q� ,.• t,ICEN,yF ••, l�lr � Miami a e Pr t
No.58705�
Daw
1070 TECHNOLOGY DRIVE PACERS & DESIGN PRESSURE TABLES J ROSOWSKI
r �Z N. VENICE, FL 34276
' S A7E O� �: • �� Tree: Dote:
�:�is'••FtORIDr`,.•'G�C��� (B41D�DPm�oRTo2mT DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
''�S,7GNAL ENS` �ualolrt9RESERvF-0 WQ seRai/Modeh. Srnla Shan Draaing No. Rev
A. i�'�M A11dLO P.E. DH-5560 NTS 6 OF 14 MD-DH5560-01 B
REA 58705 CERT, OF AUTH. f129298
TAM F R•
REM
acc tnow �.
•' MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT- 48.484
NOTES:
1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME.
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR
HEIGHT DIMENSION SHOWN ON THE TABLE.
TAAI F 7
mama
�\ II EXTERIOR
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS TYPES 9-16
(REINFORCEMENTS SHOWN IN
FIGURES ABOVE APPLYTO
FLANGE & BOXJEQUAL-LEG
FRAME TYPES ONLY. ALL
CONFIGURATIONS APPLICABLE.)
HIHT
aatom sao
YletB-19.ote
.ro.e
-tto.o
aTo.o
-tm.o
.To.o
at.e
.To,o
as.s
.Ta.a
aa.f
.To.o
.eo.t
•ro.o
ao.o
+Taa
GLASS TYPES 9 THROUGH
ERuesru
4tae
.ro.o
•tto.o
.To.o
-ttao
.ro.a
ae.e
.ro.a
-0to
+To.o
.eao
.70.0
.m.o
.ro.o
40.0
•ro.o
.'
16 MAY NOT BE USED
untom soe
3ae1T•H.26e
.ro.o
-noa
+7ao
-ttao
.roa
-foae
.ro.a
ae.o
.To.a
asf
ao.o
-61.T
.ro.o
azt
•�.e
1�0
WITH J-CHANNEL OR
amtmn sce
3aefl-ae.ete
.ro.o
-no.o
.ro.o
-foao
.To.o
ats
wa.oaes
.ro.oeo.t
wao
m.t
aa.o
ao.o
w7a
• INTEGRAL FIN FRAMES
PRODUCT REVISED
auidua lAmbs
- -oaete
.ro.o
-no.e
ao.a
-foe.o
+To.e
at.a
.Te.o
aes
•ro.o
aa.t
ao.o
ao.t
+To.o
eo.o
•ro.a
us cemPlying with the Florida
SEE TABLE 11, SHEET 11
FOR ANCHOR
GROUP
AND QUANTITY.
Building Cod:
" MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT - 48.484
Acceptunw No *D i1)
1
ftavfebn:/.:+�pNY
r Ne r1n
LYIVIyNO
• :
CHANGES THIS SHEET.
�,D
Y' �10
oduct
No.58705 •� �_
•:
�. * _
•
®
Daecription:
ANCHOR QUANTITY TABLE
OTawn By:
J ROSOWSKI
1070 TECHNOLOGY DRIVE
�� �=
O '. S ATE O
N. VENICE, FL 34275
T,Us:
Dote:
�i�-'•F50RIDP`,.•'• \C��`
(941}480.1eoo
DOUBLE HUNG WINDOW INSTALLATION - LM
05/15/15
SOVAL ENG`�`
PQia1D1°elTOt. NC
SeRee/Alodeh
Scale:
Sheet
Dmwing No.
Ror.
A. L�IVNIMILL��t�P.E.
AU MGM9RESERVED
DH-5560
NTS
1 7 OF 14
1 MD-DH5560-01
I B
'
P.E.958705
CERT. OF AUTH. R29Y96
3.500" 3.500"
1.483' 1.483' .
oo❑ oo❑
.625' O J-CHANNEL .625" O FLANGE FRAME
q�l
1.375'
3•
3.500"
.063'
EQUAL LEG FRAME .625'
4 HEAD
3.483° --y�
Dom- .062" �l
l�PD 2.444•
I
O d r
J-CHANNEL .625•
5 FRAME SILL
3.483"
aF-- .062• n
D y
I�� 2.444•
OFLANGE
FRAME SILL
3.483" 3A83" -►{ 3.500• 3.500" 3.500" 3.500"
-►ii-- .062 �I 062° ".062" �{f►- .062'
D-JIFF .062" o U 0 U u
2A44° D 2.444" _ -�-7 n�(nII
aar� 1.483' 1.483' D 1.483' 1.483'
uoo❑ � ��oo❑ �. L 6�oo
i 7.375° O SILL RAME EQUAL LEG '625° 9 J-CH,4NNE• .625° 10 FLANGE FRAME 1 375" +1 FIN FBRAME t2 EQUAL LEG FRAME
1.3
yI 7 O FRAME SILL 175" O FRAME JAMBJAMB
1.641' 1.641' -1 .
T I T �-i 1215° 1.376' 2.100' 2.176' 1.472" �•+- 1.565'
.065'lull
.375' 1.376" I .874' .5 .471" I 7•
1 j 590°
1 1 .355' .050° .050°
.035• .070' ,070
-� 1.000' �- +•0�• I-- SASH STOPLIFT RAIL LIFT RAIL BEVELED BEVELED
15 KDH SASH EEPER RAIL +g SASH RAIL 17 BALANCE RCE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER
864" 17
1.649'
0 316"
.r� PRODUCT REVISED
.754° .050° 1.628° v cnng4y;ng wieh the FlQidn
BuildingCodo
Acrcpt&- Nt 7'
.035• w�F+- � Ev{.iretiun Date
`3t 1 1 /7r/ Revision:
72 LAMI IG g0 EXTRUDED SCREEN FRAME 14 TOP SASH PULL ��,�ON�•�YNn!/yj�'�/� NO CHANGES THIS SHEET. By &a. PraiucCOtn
BEADING �'�',•''1,,CENS,,,
1.185.
1.165° 1.100' I ._ j_ = * .' NO. 58705 IT
* _ Doscriptbn: Drawn Ry:
'�,� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI
.715" .715° `?J 6 - N. VENICE, FL34275
S ATE TiOe: Dole:
T <(/ (941)480.1600
aso• .060 60' %�S •. �cORIDP,.• G�?; �PYR�,sroae,� DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15
23 LIGHT SASH 24 STANDARD SASH 25 HD SASH ' �'�/`/'ONAL EN ��, P[�ulouslwEc'wa Saries/Model: Scale: Sheet: Drowing No. Rer.
REINFORCEMENT REINFORCEMENT REINFORCEMENT 'A(rummLLL�i;P.E. �Llucl3leRt¢eF13ve0
P•E_q 58705 CERT. OF ALI H. N28298 DH-5560 NTS 12 OF 14 MD-DH5560-01 B
Bill of Material
#
Part #
Description
Material
1
1 620113
Frame Head - J-Channef
PVC
2
620114
Frame Head - Flange
PVC
3
620115
Frame Head - Fin
PVC
4
620116
Frame Head - Equal Leg/Box
PVC
5
620105
FrameSill- .-Channel
PVC
6
620106
Frame Sill - Flange
PVC
7
620107
Frame Sill - Fin
PVC
8
620108 .
Frame Sill - Equal Leg/Box
PVC
9
620109
Frame Jamb - J-Channel
PVC
10
620110
Frame Jamb - Flange
PVC
11
620111
Frame Jamb - Fin
PVC
12
620112
Frame Jamb - Equal Leg/Box
PVC
14
620171
Top Sash Pull (opt.)
PVC
15
620140
Keeper Rall
PVC
16
620129
Sash Rail (Sides, Top & Bottom)
PVC
17
620134
Balance Cotter
PVC
18
620133
lSash Stop/Screw Cover
PVC
19
620156
Lift Rail Interlock
W05 T5 At
20
620144
Lift Rail Interlock Cover
PVC
21
620157
Beveled Interlock
60D5 T5 At
22
620145
Beveled Interlock Cover
PVC
23
620150
light Sash Reinforcement
6063 T6 AI
24
620151
Standard Sash Reinforcement
6063 T6 Al
251
620152
HD Sash Reinforcement
6063 T6 Al
301
61644 lWeatherstrip,
.187" x .270' Fin Pile
31
60300
Weatherstrip, .19W x .30(" Foam Bulb
32
61719
Weatherstrip, .187" x .220" PolyPile
33
61825
Weatherstrip Plug, .220' Finseal
35
78X1MTT7
#8 x 1" Ph. PH SDS (Interlock Mounting Screw)
SS
38
720210
Weep Hole Cover
PVC
39
720185
Tilt Latch Reinforcement Clip
PVC
40
720)0=
Constant Force Balance
41
78X34PPAX
#8 x 34° Ph, FH SMS (Con. Force Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44 1
78X114FPAX
#8 x 1-1/4° Ph. FH SMS (Spiral Balance Screw) ISS
NOTES:
1) GLASS AND SOME PARTS/OPT)ONS NOT SHOWN ON DRAWING FOR CLARITY.
2) J-CHANNEL FRAME SHOWN, PARTS # 1, 5 & 9. OTHER FRAME TYPES APPLY.
3) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE.
4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7.
5) ITEMS # 13, 26.29, 34, 36, 37, 65-71, 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
'ONY • �YNIV
NO CHANGES THIS SHEET.
'•' 1lCENSF'•, ���
No. 58705
Deaniption: Drawn ey. �' - PRODUCT REVISED
17 '. � w complying with du Fi[aib
BILL OF MATERIAL A (BOM) J ROSOWSKI =10?2 '�;
. Band
Dab:A,4
ing code
:• Q SATE :t(/� Acccptenm No I 6 .Jt)
�C�A,<��� ExpirauoaDatc '�I�.
DOUBLE HUNG WINDOW INSTALLATION BMwIng H LM 05/15R15 '',,SS�olNA�11tiNC�\�•` my r
DH-5560 NTS 13OF 14 MD-DH5560-01 B A•LVNNth�IL�ER,P.E.
P,E.t168706
r 1111-�-W_E
MnG71111
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480-1600
COPYFUGHT02017
PGT INDUSTRIES, INC.
ALL
RIGHTS RESERVED
CERT. OF AUTH. #29296
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
TABLE 12, CONT.:
Bill of Material, cunt
#
Part #
Description
Material
45
20197
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/Sweep Lock Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zinc
50
76X34PPTX
#6 x 3/4' PH. PH SDS (Keeper Screw)
SS
51
1 420181 UR
jBeveled Till Latch Comer Key
'PVC
52
4201B2 UR
Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 314" Ph. FH SDS (Pipit Bar & titt Latch 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 Till Latch Finger Pull
Cast Zinc
59
420180
Pivot Bar Comer Key (Top & Bottom Sash)
PVC
60
720206
Pivot Bar (Top & Bottom Sash)
SS
61
7101/7102
Top Sash Tilt Latch (L&R)
PVC
62
76X12FPTX
#6 x 1/2' Ph. FH SDS (Top Sash Tilt Latch Screw)
SS
63
720191
Sash Pull Handle (opt.)
Cast Znc
64
78X34FPT
#8 x 3/4" Ph. FH SDS (Pull Handle Screw)
SS
72
720135
Lami. I.G. Bead
I PVC
74
Backbedding, GE 7700 or Dow 791
Silicone
75
71684&5
Setting Block (7/B" x 2' x 1/8'), 85 +/- 5 duro.
EPDM
80
61012
Extruded Screen Frame
Alum
81
60775
Extruded Screen Spreader Bar
Alum
82
7CKGLB21
Screen Comer Key for Extruded Frame
PVC
83
' 72045
Extruded Screen Spreader Bar Clip
Alum
85
, 7CASPM
Tension Spring
SS
86
61816048
IScreen Cloth
Fiberglass
87
61635/61624
.140" Screen Spline (Machine/Hand Rolled)
Vinyl
ATTACHES
TO BALANCE
OPT. PULL
HANDLE
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480.1000
COPYRIGHT02017
PGT WDUSTRIES. INC.
ALL RIGHTS RESERVED
CERT. OF AUTH. #29296
"4e OPT. AUTO LOCK
a7
--
Revrsron 1Y LYN��i� f 6�3
N
NO CHANGES THIS SHEET. ; P�60• ' <10ENSF����
No.58705 .�
1k: PRODUCTRCVtSED BOTTOM SASH
Deacnp#on: Dmwn Dy: — I * ES Ca�YIn$ with ft Fl0rN1u
' Building Code ASSEMBLY
BILL OF MATERIAL B (BOM) J ROSOWSKI =p 6 ?2 -: Ac raoaTla l • 30.ta
O ATE F B.�rtoDDate DETAILS ��
pit; Date: �'•., F(ORIDP,.•'• �2D� EXTERIOR
DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 �'�.;SS/ONAL ENG\�`\�^I '�' '" a,,FrTACHES
SerJas/Abdel: Scala. SheeC Dmw'fn8 Ho• R°r A. LW1 4IAI�L P.E. _ TO BALANCE
DH-5560 NTS 14 OF 14 MD-DH5560-01 B P.E.#58705