HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWI
MIAWDADE MIAMI-DADS COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DNISION T (786) 315-2590 F (786) 315-2599
�N TICE OF ACCEPTANCE (NOA) wwrv.miamidade.eov/economy
V'" SCANNED
1070 ec no ooF Drive
North Venice, FL 34275 BY
SCOPE: St Lucie County
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 Velo�city HuniEp �7 p
DESCRIPTION: Seri SH-5500" PVC Single Hung Window —L.M.I.
HFl.Y f'1Yi+w.iM✓lnta!'+n`DL�+YR�SI^IMW.�Y}iEY]SN.E- ..
APPROVAL DOCUMENT: Drawing No. MD-SH5500-01ri ed Single Hung Window Installation -
LM", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, 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
I 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# 16-0714.03 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.
I
sna
DECOUNTY // NOA No. 17-06-
30.05
M, , Expiration Date: July 30, 2020
Approval Date: Novem er ,
/ Pagel
( e� . .
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 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, Duraseale 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 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 0714.03)
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
I 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 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 NOA No.15-0519.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 551h
Edition (2014). dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05
Manuel 4rezjP.E.
Product Controx finer
NOA No. 17-0630.05
Expiration Date: July 30, 2020
Approval Date: November 30, 2017
E-1
i 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).
i
E. MATERIAL CERTIFICATIONS (CONTINUED)
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" 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. ttho
to � t lett€� f confoin�ance, complying with FBC 5th Edition (2014) and FBC
! Edirion (2017), date une 22, 2017, issued by manufacturer, signed and sealed by
nyynn Miller; P
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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.
(Submitted under NOA No. 1 S-0519.05)
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.16-0714.03)
i
G. OTHERS
1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc. for their Series
"5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and-cvinng on
07/30/20.
Mafivl Per0l P.E.
Product Control Eyfiminer
NOA No.-0630.05
Expiration Date: July 30, 2020
Approval Date: November 30, 2017
i E-2
ANCHORAGE
EXAMPLEFOR 28-1/8"MAX.O.C.
_ RADIUS -TOP
HEADER (SIM.�� 12" MAX, FROM
FOR ALL
WINDOW TYPES)
FRAME SEAM
B, SEE ,
SHEET
,<,"B. SEE
SYl SHEETS
A, SEE r.-.
SHEET3i
EQUALLY
SPA
ANCHORS
TABLESPER I-11
1
A, SEE T
l• - 30 MAX. O.C. •�•i __ 12' MAX. SHEET 3t
'•�T--
-• I�
I I 12' MAX,
(� + UALLY
I I 17-718' MAX. O.C. SPACED
ANCHQRS PER
TABLES TABLES 9-11
i II
I I r
Q I I 4
84^
_.r MAX.
EQUALLY
SPACED)
10" MAX. O.C. BUCK
_ HEIGHT
II )
I-17 113-3/4" MAX. O.C. LALLY
I I,�_ SPACED
/
_
ANCHORS PER
TABLES S11
I ANCHORS PER
A� BLES 941
I
•. 6-12' MAX
-J NO ANCHORS AT SILL I.-- '
-� � } SEE SILL WEEP- B
MAX. BUCK WIDTH -��_ NOTCH DETAILS,
SHEET 3
- -54" MAX; BUCK WIDTH---
_� 30" - 12" MAX
MAX. O.C.I
LFIXED VISIBLE
I I LIGHT WIDTH
12' MAX.
-
B. SEE
I
SHEET3
j I FIXED
VISIBLE
-r 0. SEE I-
I I LIGHT
17-7/8"MAX. O.C. SHEET
I I EIGHT
H
I
EQUALLY r
_ I
_
91.78' SPACED l
I I
MAX ANCHORS PER
Q
I I
BUCK TABLES 9-11
-
�— HEIGHT .
21-5/8"-- �i -- - -- ANCHORAGE EXAMPLE
MAX. O.C. FOR ARCH -TOP
//—HEADER(SIM. FOR ALL
! l\WINDOW TYPES)
i 10" MAX. FROM
FRAME SEAM
X I I
I i D' MAX D.C.
)(
_ I I
• r SASH
1 13.3/4' MAX, O.C. EQUALLY
I VISIBLE
I SPACED
LIGHT
_�. ANCHORS PER
HEIGHT
A f TABLES9.11
-
•. 6-12' MAX.
SEE SILL WEEP- B
_ jNO ANCHORS AT SILL
SASH VISIBLE
-NOTCH DETAOS,
LIGHT WIDTH
SHEET3
-DESIGN PRESSURE RATING-
--IMPACT RATING
VARIES PER REINFORCEMENT
LEVEL, SEE SHEETS 6.7
LARGE & SMALL MISSILE
IMPACT RESISTANT
/ D, SEE
SHEET4
II /
J NO ANCHORS AT SIU
54" MAX. BUCK WIDTH
—12' MAX, C. BE
SHEET
12" MAX
17.718" MAX. O.C.
- 62'
MAX.
10' MAX.IO.C, BUCK
-1•- Ji_ HEIGHT
13-3/4' MAX. O.C.
-•._�ySEE
1 SHEETS JJJ
-1A 889
• 6-112• MAX
I SEE SILL WEER D--
-NOTCH DETAILS.
SHEET 3
52-1/8" MAX. BUCK WIDTH
SEE SHEETS /-- 1-1/4'
889 1
I
I I
II
II
01
I BUCK
HEIGHT
ASSHOWN
X I (91.78-
I I MAX.)
I
I 1
I 1
/ C
I
SEE SILL WEEP -
NOTCH DETAILS,
SHEET4
ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGHTHE NAIL -FIN
75• HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
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). GENERAL NOTES.................. .......... ............... 1
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORN DEBRIS REGIONS FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . ELEVATIONS...
3) R D Fl I I- COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,• 1
FRAME, GLASS &ANCHOR OPTIONS ................ 2
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEGAiOX..... 3
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL,. 4
DE'C Mtb'A?VA' -1 2 E DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ................................................ 5
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) 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 ANCHOR QUANTITIES ......................................... B-10
SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6 114' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES ......................................... 11
ASSEMBLY 8 PARTS LIST. .................... 12.13
7) DESIGN PRESSURES: �'����•������•
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM El300. 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), STH 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 NOT BEEN -ASTM E1300-09
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 WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
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. •AISI SIOO-12
10) REFERENCES: TEST REPORTS FTL-7964 8 7966: ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE 8 BRONZE/LIGHTER •AISC 360-10
SHADES OF CAP COATED PVC EXTRUSION NOA•S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DFAION MVAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \k\ Y LYN I/I ReWalanr
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH ORIEUPROVIEW CONFIGURATION
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 ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR
YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE 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 FRAME TYPES (J-CHANNEL, FLANGE,
INTEGRAL FIN OR EQUAL LEGIBOX).
No.58705
fItI1Y111AL1 1�N•�•
A. LYNN MILLER P.E.
J�t;.F
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941)-480.1600
COPMGHT0281T
POT INDUSTRIES. INC.
ILL RIGHTS RESERVED
CERT. OF AUTH.#29296
UPDATED TO FBC 2017. - JR -
06/06/17
PRODUCtREVISM -
ase plyimgwith the F1ari&
Bulidvrg Code
Aecapimmca w % 7• o. 05
.
ey
Alimni orlA Frwfuvl ..
Oeseription: I Vr 9y:
GENERAL NOTES & ELEVATION J ROSOWSKI
1711..
31NGLE HUNG WINDOW INSTALLATION - LM 5/15/15
SH-5500 I NTS 11 OF 13 I MD-SH5500-01 I B
Glass
Type
Description (Listed from Eti tedor to Interior)
Design —pressure
Table # Sheet III
5
716' Laminated I.G: 1/S' A Exterior Cap + 7116' Air Space + 6116" Laminated; (2) Utes of 1/8' A Glass with .D90' PVB Intedayer
4,5
6
6
7/8' Laminated I.G.: 1/8' T Exterior Cep + 7/i6' Air Space + 5116' Laminated; (2) Utes of 1/8" A Glass with .090' PVB Intedayer
4,6
6
7
7/8' Laminated I.G.: 3/16' A Exterior Cap + 318' Air Space + 6/16' Laminated; (2) Utes of 118" A Glass with .090' PVB Intedayer
4,6
6
8
7/9" Laminated I.O.: 3116" T Exterior Cap + 3/8' Air Space + 5/16" Laminated; (2) Lites of 1/8' A Glass with .090' PVB Intedayer
4,6
6
9
7/8' Laminated I.G.: 1/9' A Exterior Cep + 7/16' Air Space + 5116" Laminated; (2) Lites of 1/8' H Glass with .GW SG Intedayer
7
7
10
7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Spece + 5/16' Laminated; (2) Lites of 1/8" H Glass whh .090" SG Intedayer
7
7
11
7/8' Laminated I.G.: 311V A Exterior Cap + 3/8" Air Space + 5M6' Laminated; (2) Liles of 11W H Glass with .090' SG Intedayer
7
7
12
718' Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 5/le' Laminated; (2) Was of 1/8' H Glass Win .090' SG Intedayer
7
7
13
7/9' Laminated I.G.: 1/8" A Exterior Cep + 5116" Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer
8
7
14
7/8' Laminated I.G.: 116' T Exterior Cap + 5/16' Air Space + 7/18" Laminated; (2) Lites of 3/16' A Glass with .D90' SG Intedayer
8
7
15
7/8" Laminated I.G.: 3116' A Exterior Cap + 114" Air Space + 7116" Laminated; (2) Lites of 3116' A Glees with .090" SG Intedayer
7
7
16
71W Laminated I.G.: 3116' T Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Lites of 3/16' A Glass with .090' SG Intedayer
7
7
Group
Anchor
Substrate
Min. Edge
Distance
Min.
. Embedmenr
A
#10 SMS
(steel, 1SM S.S.
or 1, 1 S.S.)
P.T. Southern Pine (SG=0.65)/B"
Steel, A38'
318"
0.050'
Steel Stud, A853 Gr. 33'
318"
0.0451' (18 Ga.)
Aluminum, 6063-T5'
318,
0.050"
3116' steel Ultracon
P.T. Southern Pine (SG=0.55)
7115'
1-3/8"
Concrete (min. 2.85 ksi) _
1'
1.3/8,
Ungrouted CMU, (ASTM C-GO)
2-1/2"
1-1/4"
6
#12 SMS
(steel, SM S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0,55)
9/le'
1.3/8'
Steel, A38'
3/8"
0.050"
Steel Stud, A653 Gr. 33'
3/8,
0,0451" (18 Ga.)
Aluminum, 6D63-T5•
316"
0.083"
114" steel Ultracon
P.T. Southern Pine (SG=0.55)
1'
13/8"
1/4' steel Creteflex
P.T. Southern Pine (SG=0.55)
1"
13/8'
114" steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1"
1318"
C
1/4° steel Ultracon
Concrete (min. 2.85 ksi) a„
1°
13/4'
Ungrouted CMU, (ASTM C-g0)
2-112"
1-1/4'
1/4" steel Creteflex
Concrete (min. 3.35 ksi) a
1'
13/4'
1/4' steel Ultracon
Concrete (min. 2.86 ksi)
2-1/2'
13/4'
D
114" steel Creteflex
Concrete (min. 3.35 ksl)
2-1/2'
13/4"
Ungrouted CMU, (ASTM C-90)m
2-1/2,
1-1/4"
1/4" steel Aggre-Getor
�� mtas3r2
2'
1 3 8'
7
Grouted CMU, (ASTM C-90)
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment'
E
2-1/7 x .131' Common Nall
P.T. Southern Pine (SG=.55)
318'
2-7116"
2.1/2" Ring -shank Roofing Nail
P.T. Southern Pine (SG=.55)
3/8"
2-7/16"
F
#10 Trusshead ISMS
(steel, 18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
1/2'
1.3/8"
Aluminum, e083-T5'
318"
0.060"
Steel Stud, Gr. 33'
3/8'
0.0451" (18 Ga.)
Steel, A38'
3/8'
0.050'
#12 SMS
(steel, 16.8 S.S.
10 S.S.)
ar 410S.
P.T. Southem Pine (SG=.55)
9116°
13/8'
Aluminum, 6063-T5'
318.
0.063"
Steel Stud, Gr. 33'
318'
0.050"
Steel, A36'
318'
0.050"
GLASS TYPES 5, 7.9.11.13
8 15 MAY NOT BE USED IN
• THE HVHZ ABOVE 30'.
' MIN. OF 3
_.Frame-
Glass
Frame-
-Frame
-
Types
Options
Conflgr.
Shapes
Installation Options that may be used
(see Fig B)
(see Table 1)
(see Fig A)
(see Fig C)
to 2XWocd Freme/Buckstd -sheet 3, option 1
Flange
Equal I its,
Square/Rect.,
Through the fmrrle
cret
..:.Into Concrete/CMU -sheet 3, option 2
(#2)
5 -16
OdeUProview
Arch Top 8
of the window:....__,
tri�ift sheet 3, option 3
& Cottage
Radius Top
....Into Metal - sheet 3, option 4
....Into 2X Wood Frame/Buckstdp -sheet 3, option 1
Box I
Equal -Cite,
Square/Rect.,
Through the frame
....into Concrete/CMU - sheet 3, option 2
Eq #4) eg
(#4)
5 - 16
OdeCPreWew
8 Cottage
Arch -Top &
Radius Top
of the window......
,,,,thnwgh 11 Buckstdp into Concrete/CMU - sheet 3, option 3
....into Metal -sheet 3, option 4
Through the
....Into ZX Wood Frame(Buckstrip -sheet 4, option 5
J-Channel
Equal{Ite,
Square)'Rect.,
integral In......
....Into Metal - sheet 4, option 7
(#1)
5-8
Ori agew
8 Cottage
Cott
Arch -Top 8
Radius -Top
Through the frame
....into 2X Wood Freme/Buckstrip -sheet 4, option 6
.... Into Metal - sheet 4, option 8
of the window ......
Through the
....Into 2X Wood Freme/Buckstrip -sheet 4, option 5
Integral Fin
Equal-Lite,
Square/Rect,
Integral fin......
....into Metal -sheet 4, option 7 I_
( )
5-8
OdeCotta ew
8 Cottage
Arch Top &
Radius -Top
rough
Through the frama
._.,Into 2X Wood Frsme/Buckstdp -Sheet 4, option 6 -
,,,,Into Metal - sheet 4, option 8
of the window......
THREADS
BEYOND THE F RE A: ME CONFIGURATIONS
METAL
SUBSTRATE
i
'UNGROUTED
CMU'VALUES
MAY BE USED
FOR GROUTED
CMU
v
APPLICATIONS.
EOUAL-CITE ORIEL COTTAGE
--{BUCKWIDTH[-----{SUCK
w
le
WIDTH
r,
w G
i
7
BUCK WIDTH
r T
F
wru
�J=
RECTANGULAR
J
RADIUS -TOP
to
ARCH -TOP
WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED
BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS Ti10.
Ir
LYNAt4 .,
`,.`�D�
_ICEN$F'
?:
* , No.58705 * =
•.
1070 TECHNOLOGY DRIVE
' MIN. OF 3
THREADS
K
�pt7 ••.
N. VENICE, FL 34275
BEYOND THE
METAL
T P• .•' _
��, �s''•F�ORIO \
��, S/ ��G `�
(O41}480.1600
coPrgxtRrom17
SUBSTRATE./1r
�NAL. j 111\
A. LYN/J �ILL�, P.E
ALL ItA eJc.
` P.E.N 58705
CERT. OF AUTH. #29296
O
�E
03L&
J-C
INTEGRAL FIN
L
GE
BOX OR EQUAL{EG
Material
Min. Fir
Min Fe
Steel Screw
92 ksi
120 k6i
18.8 Screw
60 ksi
95 kill
410 Screw
90 ksi
110 ksi
Elco Aggra-OatorO
57 kill
96 ksi
Elco UltraCorM
410 SS Elco CrateFlex®
155 ksi
127.4 kill
177 ksi
169.7 ksi
133 6 ksi
22 ksi
A36 Steel
R
36 ksi
58 kei
r. 33 Steel Stud
ksi
45 ksi
ANCHORS RE -GROUPED.
- JR - 06/06/17
'A" = ANNEALED
'H' = HEAT STRENGTHENED
'r =TEMPERED
'PVB_ .090" TROSIFOLO PVB
BY KURARAY AMERICA, INC.
'SG'= .090"SENTRYGLASO
INTERLAYER BY KURARAY
AMERICA, INC.
PRODUCT RBVISED
es cemptying with tee Florida "-
13eildeIg Code
im' n Date
By
I ii Dede Product
GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
lift Ddw
SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
S-1- Mom.. Swk: sheet: O—kv N.- M.
SH-5500 NTS 2 OF 13 MD-SH5500-01 B
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES -INSTALLATION-OPTION 2 - INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
OPTION 1
DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU.
. �- EDGE DISTANCE d � ANCHORED THROUGHEMBEDMENT SEE NOTE 2, THIS SHEET. EMBEDMENT
FRAME INTO ' MAX SHIM --�I �-
FRAME OR BUC WOOD 114KSTRIP. = 16 1/4" MAX SHIM
SEE NOTE 2, THIS SHEET. i) EMBEDMENT �✓ (C SASH VISIBLE
EDGE '° �nj .�- 18 LIGHT WIDTH 17, EDGE
FLANGE FRAME ��- DISTANCE DISTANCE
LLJJ 44 BALANCE
L114'MAX 'TYPE VARIES TYP. ANCHOR
SHIM TYP. ANCHOR TYPE, 42 WITH SASH '-'---'- - TYPE
TYP. ANCHOR TYPE. EMBEDMENT AND Q WEIGHT 554 300 �� EMBEDMENT
2 �a EMBEDMENT AND EDGE I EDGE AND EDGE
I DISTANCE PER ° ' 31
DISTANCE PER
DISTANCE PER SUBSTRATE, SUBSTRATE,
I.J GE SUBSTRATE,
18 SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. '( EXTERIOR -�� ;' • DISTDANCE SEE TABLE 2.
87 ° . SHEEN "--
VISIBLE -- FIXEDt9 -0 LIFT RAIL F L GHFIXEDTVWIDTH ISIBLE 4 EQUAL
2p OPT. SASH TOP "'"��, FLANGE - yn.
LIGHT ] NOTES: SHOWNFRAME Y� 2) _,.SUCK WIDTH LEG/BOX
HEIGHT FOR ALL WINDOWS:
I�48 tR ANCHOR FROM
AND
,—moo .-'HORIZONTAL SECTIONA-A SHOWN
FROM END AND AT 1) USE ONLY--�:_*�^-
i 49) 21 CENTER. SUBSTRATE -APPROPRIATE'
Q 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2,
SHEET 2. FOLLOW EMBEDMENT AND
72 OVER 36' WIDE: DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2. SHEET 2.
INSTALLATION OPTION SHOWN MAY
45 46 47 SCREWS @t6.318'35 FROM END. BE USED ON ANY SIDE OF THE /� \
FOR WINDOWS WITH WINDOW. 114E MAX
BOTTOM LOCKS: SHIM ,II
BUCK �.,, O O 16 2) MASONRY ANCHORS MAY BE I #10 OR #12 STEEL 1/4" MAX.
HEIGHT i ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-0SHIM
RRLING
SCREWS @ 8-3/8• SMS GS , SEE
0
85 FROM
\ END. SHEET 2. ALL WOOD BUCKS LESS
I \ �
THAN 1.112ETHICK AREBE TABLE2. �
SASH
CONSIDERED 1X INSTALLATIONS. IX SHEET 2. �
EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF
LIGHT UNIT IS INSTALLED DIRECTLY TO
HEIGHT _ '� SUBSTRATE. WOOD BUCKS
686,ti 16 \� USE EITHER DEPICTED AS 2X ARE 1.12E THICK
OPT LJ OR GREATER. 1X AND 2X BUCKS
O/.. LATCH OR (WHEN USED) SHALL BE DESIGNED
(2) 1• 81 31 1 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL ILJI INTERIOR TESTED UNIT THE STRUCTURE. WOOD BUCK
WEEP 80 FROM SASH END. RE PONS BII LOCATION: 6-51W DESIGN AND ILITY OF,T THE ENGINEER ER TION IS THES O o FRAME pyyNLEGfBOx �� o
NOTCHES AT
EACH END. ® 92TERIOR OR ARCHITECT OF RECORD.
/
6s V 3)VISIBLELIGHTWIDTHORHEIGHT INSTALLATION rl INSTALLATION
67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRUDucrREVISM
OPENING)15 MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH Bildhig
EQUAL-LEG/BOX - �Op 1/4• MAX SHIM BEADING TO BEADING._
11,
FRAME SHOWN C-- t 1111 I I t t t FRAME INTO METAL FRAME INTO METAL Aa P .L>S
.27•X1.25' ..........
10ENSFM��� By
WEEPHOLE / NO ANCHORS Miam Dade Product e - l
REQUIRED IN Z.
W/COVER @ �� .. VISIBLE LIGHT FORMULAS -'•� =
38 FLANGE OR * ; No. 58705
EACH END.
EQUAL -LEG WIDTH =
EACH END. • • FRAME SILLS @SASH: BUCK WIDTH - 6-12' — �j— Deserfptlan: Drum By:
@FIXED LITE: BUCK WIDTH -43lB' �7� 6 J� 1'��` 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI
O� . STATE OF (V ` N. VENICE, FL 34275
HEIGHT(EQUAL-LITE) ��� '•. FCORIOP .•' \�� B41}480.1800 n#e: Date:
VERTICAL SECTION B-B BUCK HEIGHT2-3.15116' �i sS�O""" �N(7 ( SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
INAL t PW copyRREs 'Mt:. Sertn/A(adet: scale: SAeat:
CERT. OF Orvrtrq No. Rev:
A. LYNN MILLER. P.E. RT. OFAUTH. k29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 B
' P.EJt 5871)5
6" A/A PVB — \
6" AIRSPACE
1/8" A GLASS \
a EXTERIOR
L
E3_� I ,
5116" H/H SG —
7/16" AIR SPACE —
1/8" T GLASS-
� EXTERIOR
GLASS TYPE 5
718 .NOM.
GLASS TYPE 10
'A/A PVB —
'AIR SPACE —
1/8" T GLASS-
< r) EXTERIOR
5/16" H/
3/8" AIR
3/16" A
—�{ 7/8.NOM.
GLASS TYPE 6
—+� 7/8' NOM. [ —
H SG I I
SPACE -
GLASS \
EXTERIOR • \ L
(&79
GLASS TYPE 11
—�•{ 7/8' NOM. �•�-
5/16" A/A PVB —
3l8" AIR SPACE -
3/16" A GLASS-
`r EXTERIOR
GLASS TYPE 7
7/8' NOM.
5/16" H/H SG—
3/8" AIR SPACE -
3/16" T GLASS-
�� EXTERIOR
GLASS TYPE 12
—�{ 7/8' NOM.
—�{ 718' NOM.
5/16" A/A PVB —
3/8" AIR SPACE -
3/16" T GLASS -
aEXTERIOR
GLASS TYPE 8 .
—�{ 7/8'"NOM. [ --•
7/16" A/A SG
5116" AIR SPACE-
1/8" A GLASS —
aEXTERIOR
GLASS TYPE 13
7/8' NOM.
5/16" H/H SG
7/16" AIR SPACE —
1/8" A GLASS—
EXTERIOR
7116" A/A S
5116" AIR SP
1 /8" T G
a E
7l8 .NOM.
GLASS TYPE 9
—� 7/8' NOM.
G
ACE
LASS—\
X'ERIOR
78-79
GLASS TYPE 14
7/16' AIA SG 7/16" A/A SG
Ill"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"A]RSPACE 1/4"AIRSPACE
�`76.79 BITE TYP. 16 MAY NOT BE USED 3/16" A GLASS \ 3/16" T GLASS �
�IWITHJLHANNEL OR
72 O 7a I• INTEGRAL FIN FRAMES a EXTERIOR ` a EXTERIOR
GLASS TYPES 5, 7, 9, 11, 13 7e-7e 79-7s
31 8 15 MAY NOT BE USED IN
EXTERIOR u 75 THE HVHZ ABOVE 70'. PRODUCT REVISED
GLASS TYPE 15 GLASS TYPE 16 y�"'r'' tbc
I 30 Raitdic9 Code
11 I I 1111 / Acr_pmnw No � 7 �✓�•
NY LYIU /��� Revision: irorion Date
ao .... y,i
r u LICENSE'• �(�� ` s9im i ade Prodnct ° '
c i * : No. 58705
• , . GLAZING NOTES:
'A' =ANNEALED _ -O DescAp6on: aeMn Bi'
TYP. GLAZING DETAIL H =HEAT STRENGTHENED -� : Z� 1 . O ; 107DTECHNOLOGYDRIvE GLAZING DETAILS J ROSOWSKI
'PVB�09DRTROSIFOL®PVB BY KURARAY AMERICA, INC. '�'CC ST TE OF (V�` N. VENICE, FL 34276 Dee.
SG'=.090'SENTRYGLAOBY KURARAY AMERICA, INC.
''•Z�RIDP,.•' \C�, lea+>aeD+BaB SINGLE HUNG WINDOW INSTALLATION — LM 05/15/15
_,G\ mvvRX3KTOxgn
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. s/ONAL t \`1` \\ PDT NdtMTRE9, IMC• Serfes/h/adeG Scab: Sheet: Drawing Nc. Rev:
A. LYNN MILLFJi, P.E.
"LL�� SH-5500 NTS 5 OF 13 MD—SH5500-01 B
RE.A 58705 CERT. OF AUTH. 929296
TABLE 4:
slam Ty
D..
S. 6.7&9
Design Pressure, rhole
+1.60.0
Relnt L-I
RI
FOr.11 window & e65h ekm
OCC I-C,.-1 a
ANCHOR GROUP AND QUANTITY.
E%fERIDR
JAMB/B/B C7
J HEADER
MEETING RAIL
EXTEk10R SASH
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8
(REINFORCEMENTS SHOWN IN FIGURES ABOVE
APPLY TO ALL FRAME TYPES &
CONFIGURATIONS)
alas lyp.
- 5-
O,, tnnl
RI
fiat sn h
De *lQn lor75en
Ra1gn ® Whom
I64t sh-
- SeRtiliiidd
Rmga On)
-Def19nP7e.fum,lheeta-
V11ndw Soot W,dlh
u t046 4.12S
23.5
goungle
11.394
465.0
-Me
+fiAO
•70.0
Ste dad Cdtgn
14517.15.870
.6&a
-Me
46&0
-70.0
a
Ep.W'd.
11.533.14.516
.6&0
-70.0
+45.0
.70.0
Slandvd Pmlee
11.977.11.512
+86.0
-Me
465.0
•10,
T.I1w
2X517-25266
.05.0
-MD
+65A
.70.0
sletded Culp.
2a058-a.515
+05.0
-700
465.0
•Ta0
3T.S75
EwWee
17.517-20.957
4650
.70.0
-65A
.70.0
St.vdad Pmlew
14.517.17518
.850
•70A
465.0
.70.0
Shen%
11.377-14.516
+650
-70.0
+s6.0
-710
TeaW
27.663-31.9t1
+a5.0
I •70.0
.05.0
-?Me
C. msk.
26517.27.582
+65.0
.70.0
.6&O
-710
Stadad Cate.
23.5117-28.516
+610
-70.0
465.0
JDA
44
E..WBu
A.517-mst0
+9&0
-me
w5
-me
Stedmd Prainv
17.517.20.516
+65.0
-Too
+65A
&D.0
cslam ste
14.517.11518
+65.0
-710
la
-ro.0
Shmlrt
11.777.145%
+e&O
-".a
+85.0
•70.0
Went
31.567. 35.011
46&0
-MO
+65A
•70.0
Sladmd Clop.
E5.517-315M
+ O
•70.0
+85A
-Me
Eaaun.
23.517.23.616
+650
•7110
.65.0
.70.0
46
St.rdad PlWm.
17.517.20.518
48&D
-70.0
1 4W.0
-70.0
Cist.m sk.
14.517. P.518
+8&0
.70.0
.""
•7a0
Cu4 sk.
12517-f4.515
+850
•7110
465A
-70.0
shv l
M377-12-615
.610
-MO
+651D
-70.0
g
Ldw
33208-374M
.65.0
-7060
.65.0
-70.o
steded tar9e
T-�.A7
4fi6.0
•10.0
m
EsuW11e
Ta517 .516
.0&0•iD.O
M60
da0
Q -St.
-a.516
.650
•ro.0
Smndad Pnew-
17.517 • m.515
.6&0
•70.0
.BS.o
•70.0
Cust.m St.
14517.17.518
-no
-me
.6so
•70.0
Cwtwn Ste
72517.14.516
.0&0
-70.0
0
40.0
slMrl
11.3R-12516
+66.0
•70-0
+&SA
.70.0
T.N."
36517.415u
.65.0
-70.0
+SSA
•70.0
StWad Mines.
31.517.35.518
•65.0
-70.0
.05.0
•70.0
F-wle,
26517.31518
+6&0
-MO
.fi5.0
1 -7&0
Seende d Pmd w
23.517.26515
+65.0
.70.0
485.0
-70.0
82
Gelmn Ste
20,517-a515
+MO
•7ao
+85A
-70.0
Cistern Ske
17.517-20516
+85.0
-70.0
+85.0
•70.0
Custom St.
t1517. 1751a
+0&o
•70.0
.aso
4961
Cu.tpm sk.
13.017-14.515
+MD
-70.0
405.0
47.3
Sfq.etl
I 11.864. M016
+6&0
•T0.0
+01
-ms
Tdbtl
3961T-41.6M
-G&O
-lab
4aso
-no
c.b-st.
36517. 39.516
+6&0
•10.0
.69.0
-?Me
E"Whe
35.517.38,616
465.0
•ro.0
+65.0
-ro.0
75
0-Ste
32517-35.516
4650
Too
.65.0
-7a0
St01dp4tl PmN.x
79.5174Il.515
465.0
.740
.&i0
.Ta0
Cueb rn st.
26517.2D51d
465.0
.7a0
+GG.D
87.]
SMdml
21518-M310
46&O
.7a0
.68.0
Lfis
Eo7.Wu
X1117.41.6a
-elo
-700
+G.O
-7a0
04
Qs1.n16k.
3 IT-3631E
.65.D
-711D
.65.0
A7.3
6talmadPm4wv
St8/e•35.518
4850
•00
.85.0
88.5
91.78
Tdl.d
•• • 4/5N
.6&O
•roD
465A
865
TABLE 6:
olar ryDse
6,741
Design Pressure, Ibe7R7
465.01.70.0
RnIM. L.nl
R2
F-111AdOw Wtas0ak.t
ANCHOR GROUP AND QUANTITY.
DEC 10R
`i
JAMB
HEADER
MEETING RAIL
aEXTERCR1 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)
i•iitiOUCT REVISED
es wmplying wiO4 tIx FTo idq
Buildi Cad
SEE TABLE 10, SHEET 9 FOR ANOUP AND QUANTITY.
" MIN. SASH HEIGHT = WIND WPCH tdH7 50.136
.
VICENSF • ��� :
QC�,•' •,.��
* : No.58705
erg
r:cccptmla No I ,QC7
EApi Date
83'
Miami ode P10dena
NOTES: - '0
►�: �
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O�.e'•, ST TE O (V
``` '•. "ZORIOh,••' \��
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. �i�S ••' �``
'��'
DESIGN PRESSURE TABLES
J ROSOWSKI
1DTOTECHNOLoGYDRNE
N. VENICE, FL 34276
(94171100
Title:
SINGLE HUNG WINDOW INSTALLATION-LM
Oats
05/15/15
MT EAL Ri011 wa
ERVED
�NAL IE �5�`
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLE. A. LYNN MILLER, P.E.
P.E.M 5&705
S.-/Model.
SH-5500
.
NTS
��
6 OF 13
&v
MD-SH5500-01
�r
B
CERT,OF AUTH.OM96
I�� 1.483'
�000 _i L
f
`
'�5
T IAM -CHANNELFRTE
•625T'
1.3 J HEADMAMB F
.625 II II T
T�J 1.31y75'
L
- 3.483" ---�
-�•i�- .062'
2.444"
��J D
000l J
OJ-CHANNEL .625"
5 FRAME SILL r
r-
1.483"
2 FLANGE FRAME
�. HEADUAMB
3.483" -r{
-i�-- .062" ,
2.444'
6 FLANGE
FRAME SILL
1.641" ro
1.872" r� I T �{ 1.215"
1.630' T I
1 ill,
1I " -/ .974"
-� 1231• �- +I 1.000• 1-- .035
14 FIXED SASH RAIL 17 C VE C
MEETINGRAILRAIL 8E
�' FIN FRAME
.375"1 L/ HEADlJAMB
�I
-- 3.500"
---I • - .062-
� mod
1.483" a 1.483"
CEO 1E1
04 EQUAL LEG FRAME
HEADMAMB
3.483"
1.483.
OFF- .062'
-r•ii- .062'
2A"' D
2.444'
moo II moo❑
3�EQUALLEG
[71.
RAME O FRAME SILL
.070• -�-I� ( .06V
.715
•----IU 1.185" I`
OLIGHT SASH
23 REINFORCEMENT
070• --�Fr-
.791' "031 .6"
1.331•
0(•-
1 STANDARD
26 MEETING RAIL
REINFORCEMENT
2.100• 61.47�2---�1.5651.376• --- I �2.176'r0- .471'0J
.060• SASHSTOP� � 070' .050' .070 �rr0''Sgg0'
/ LIFT RAIL
LIFT RAIL VELED BEVELED
18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK @ INTERLOCK COVER
070'
.810'
�y .150"
T25 HD SASH
J REINFORCEMENT
1-- '{- 070•
1.041"
.130-
--�{ 1.340"
201HD MEETING RAIL
27 REINFORCEMENT
PRODUCT REV 1SED
m' comolyil� with the Flotlds
0001 1 1 III 11 Birildmg Code
1j � f, lcxytancu Nu /7. 0 d,5
`��� R-Wdn: FSc �atioe Datd 20�D
.864" yr .315 .300' -++�--{�� a� .•' QCEN,gE •' /�� ,iX
o �1 .175' - ..� '- hRks�a
,T54' .750' 11F ; %j No• 58705 _
Or
.035' -�{f -� .025" -�-a-� - L/1 • �-^ * ® Deauipiton: 0- W.
Imo:: ��; 1070TECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI
LAMI IG EXTRUDED ROLLED % O ••
72 80 81 ' 'n ATE F N. VENICE. FL 34275
BEADING SCREEN FRAME SCREEN FRAME %i�ls •,, F(ORIOA ,•• \C��� N.VENICE FL outc
��NAL E�G�� SINGLE HUNG WINDOW INSTALLATION
s- LM 05/15/15
PW /j11111111\\\\ COPYLt10�E, G
�11x1H7s �[;F3ivE0 Sarka/MOQeF. Scafa Sheet: Dro�Gg No. R..A. LYNN MILLER. P.E. SH-5500 NTS. 11 OF 13 MD-SH5500-01 B
P.E. 58705 CERT. OF AUTH. p29296
- - -Bill-of Material - - -
#
Part #
Description
Material
1
620101
Single Hung Frame Head & Jambs - J-ChannelPVC
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
=105
SWDHFrameSill -J-Channel
PVC
6
620106
S WDH 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 Cover
PVC
18
620133
Sash Stop/ScrewCover
PVC
19
620156
Pull Rail Interlock
6005 T5 AI
20
620144
Pull Rail Interlock Cover
PVC
21
620157
Beveled Interlock
6005 T5 All
22
620145
Beveled Interlock Cover
PVC
23
620150
Light Sash Reinforcement
6063 T6 All
25
620152
HD Sash Reinforcement
6D63 T6 Al
26
620153
Standard Meeting Rail Reinforcement
6005 T5 Al
27
620154
HD Meeting Rail Reinforcement
SODS T5 Al
30
61644
Weatherstrip, .187" x .2TO" Fin Pile
31
60300
Weatherstrip, AW x .300" Foam Bulb
Flex PVC
32
61719
Weatherstrlp, .187" x .220" PclyPile
33
61825
Weatherstrip Plug, .220" Finseal
35
78X1MTTT
#8 x 1" Ph. PH SDS (Interlock Mounting Screw)
36
78X3THPX
#8 x 3" Ph. PH SMS (Meeting Rail Screw)
410 SS
37
71669SP
Meeting Rail Screw Support Plate
6063 T6 Al
38
720210
Weep Hole Cover
PVC
40
720)DOM
Constant Force Balance
41
#8 x 3/4' Ph. FH SMS (Con. Force Balance Screw)
SS
42
Spiral Balance
43
720205
Spiral Balance Shoe
Nylon
44
78XI14FPAX
#8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw)
410 SS
Part #
Description
Material
76
Kommerling 4SG TPS Spacer System
See this
Sheet for
Materials
77
Quanex Super Spacer nXr with Hot Melt Butyl
78
Quanex Duraseal Spacer
79
Cardinal )L Edge Spacer
Bill of Material, cunt
#
I 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
76X118OPTX
#6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw)
SS
49
720200
Auto and Sweep Lock Keeper
Cast Zinc
50
?76)(34PPA
#6 x 314" PH. PH SDS (Keeper Screw)
SS
51
420181 L/R
Beveled Tilt Latch Comer Key
PVC
52
420182 L/R
Pull Rail Tilt Latch Comer Key
PVC
53
7634PHFL
#6 x 314" 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
1 Pivot Bar Comer Key
PVC
60
720206
Pivot Bar
SS
63
720191
Sash Pull Handle
Cast Zinc
64
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
Backbeddirlg, GE T700 or Dow 791
Silicone
75
71646N
Setting Block (7/8" x 1' x 1/8"), 85 +/- 5 duro.
EPDM
B0
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
84
47041
Screen Comer Key without Pull Ring X2
PVC
85
7CASPM
Tension Spring
SS
86
61816C48
Screen Cloth
Fiberglass
87
61635/81614
.140' Screen Spline (Machine/Hand Rolled)
Vinyl
NOTES:
1) PVC BY ENERGI 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.
SILICONE HOT -MELT BUTYL _
STRUCTURAL - -
STRUCTV
SILICONE 3116" NOM.
POLYISOBUTY1/4"NOM. FOAM -\
WITH DESICWITH
DESICCANT
EXT. GLASEXT. GLASS
NT. GLASS -INT. GLASS
KODISPACE SUPER
7e 4SG TPS SPACERO NXTTAI
REINFORCEMENT POLYISO-
BUTYLENE
5/16" NOM. SEAL
&
CANT
OAM
S
INT. GLASS
7e DURASEALO 78 XL EDGE'
�QDA r`CD OSPACER
ROLL-FORMI
STAINLESS STET
EXT. GLASS
BUTYL
e
DESIC
F
EX'r. GLAS
DESICCANT F' :A
i— 5/18
GLASS
NMDUCT REVISED
ca —flying with ibe i�
Building Cede
I I I r i I r l F•«.y:imrm rro /- D630.O5
t1Y LYA/ ', Rer eloa: F ' ar u Date ��
` �1�,••' 1.ICEN,pF ��C�� i M1?ivni oAe Prtduet Cavgi'"j
* : No. 58705
_
=p (� to7oTECHNoLoGYmvE BILL OF MATERIAL (BOM) J ROSOWSKI
0•, STATE OF N. VENICE, FL 34275
',t�`S,' • ��oR10?.. ' �;� SINGLE HUNG WINDOW INSTALLATIONPGT - LM 05/15/15
��'�iSyDNAL ENGvv� mvrcacrnemt7
'!!l1111111111 USTIM. VE_ 5'a7m/Yodd: Scale: Slt e. dvrrnQ No. Rw:
A. LYNN MILLER, P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 B
P.E.A 58705 CERT. OF AUTH. #29296
OPT SWEEP LOCK ---0
— � I OMXIJTO LOCK
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
81
"toDUCTREVISED
53 n conplying....... . ..............
-- - - ------ --------------
----
FRAME R-.1be:
ASSEMBLY
Noc
DETAILS
z No.58705
1070 TECHNOLOGY DRJVE EXPLODED ASSEMBLY j
ROSOWSKI
NOTES: t N. VENICE, FL 34275
T,
-1600 77U.., Dot.:
ORION (941)480
1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
........ copyRafrozo SINGLE HUNG WINDOW INSTALLATION LM 05/15/15
2) J-CHANNEL FRAME SHOWN, PARTS # 1 & S. OTHER FRAME TYPES APPLY. 70NAL EN IT
3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6 & 7. �r MUSTRES. INC. Sh -
ALL RIMM RESERVIM -t- Rw
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. LYN N Q I P,.,F-, —
P.E.0 58705 CERT. OF AUTH. #29296 SH-5500 ISNTS I 13OF13 110-SH5500-01 B