HomeMy WebLinkAboutNOA; Series SH-5500 PVC Single Hung WindowMIAMNDADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTAN + (NOWEIVED
PGT Industries, Inc.
1070 Technology Drive JAN 0 d ''''`'9
North Venice, FL 34275
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
SCOPE: ST. Lucie County, Permitting
r
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. Thep 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 purpose's. 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 Ito comply with -the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.7VI.I.
APPROVAL DOCUMENT: 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., 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# 16-0714.03 and consists of this page 1 and evidence pages F0.2nd jf,tkwell as
approval document mentioned above. IL o py
The submitted documentation was reviewed by Manuel Perez, P.E. j 1
M AMr�ADE COON i1f NOA No. 17-0630.05
1�rguupmlwl Expiration Date: July 30, 2020
f f D/J ry ; Approval Date: November 30, 2017
(/ ! Page 1
i,
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 l, 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® NXTT"I 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-9970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis 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
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7964, dated 11115114, signed and sealed by Idalmis Ortega, P.E.
(Submitted under 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 Ida lmis Ortega, P.E.
(Submitted under NOA No. .15-0519. 05)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC 5tb
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. 5- 9.05
Manuel prere4P.E.
Product Contro x iner
NOA No.17-0630.05
Expiration Date: July 30, 2020
Approval Date: November 30, 2017
E-1
,rA ' i I 1 0
ANCHORAGE
EXAMPLE FOR
28-1/6' MAX O.C.
-
RADIUS -TOP
HEADER (SIM. AX. FROM
FOR ALL
ME SEAM
WINDOW TYPES)7e7!i
-i
SEE
SHB,
EET3
B, SEE
SHEET3
- - 30' MAX. O.C.
12'MAX
A, SEE L-'-
SHEET3t
A SEE Fl/
SHEET3tEQUALLYSPACEDANCHORSPERTABLES 9.11EQUALLYSPACEDANCHORSPER
TABLES 9-11
1+
EQUALLY
17-78' MAX O.C.
SPACED
ANCHORS PER
- -L-
TABLES 9-11
84"
_ -T- MAX
10' MAX. O.C. BUCK
HEIGHT
'l
13.3/4' MAX. O.C.
EQUALLY
1
SPACED
ANCHORSPER
A I
TABLES 9-11
6-11T MAX.
•- 54" MAX. BUCK WIDTH
30' 12" MAX.
I km —
_I FIXED VISIBLE 12" MAX'
I LIGHT WIDTH -L
I I B, SEE -
SHEETS
I I VISIBLE
I / LIGT T- SHEET 17-7/8' MAX O.C.
I I HEIGHT _L EQUALLY r
91.78" SPACED)}`
Q I MAX ANCHORS PER
I BUCK TABLES 9-11
�- HEIGHT
x I 4 10' MAX. D.C.
SASH i 13-314' MAX. O.C. EQUALLY
VISIBLE /LIGHT
I �_ SPACED LIGHTANCHORS PER
HEIGHT A I TABLES 9.11
.. 6-12' MAX.
21-51W l-i ANCHORAGE EXAMPLE IDESIGN PRESSURE RATING IMPACT RATING
FOR ARCH -TOP
MAX. O.C. VARIES PER REINFORCEMENT LARGE & SMALL MISSILE
HEADER (SIM. FOR ALL / WINDOW TYPES) LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT /
~
MAX. FROM
FRAME SEAM D, SEE
t_�A SHEET4
•._-_� 30" MAX. O.C. 12' MAX C, SEE r
$HEET4+
I /
17-7/8' MAX O.C.
I
II /
MAX.
x- I
I 4
BUCK
10'MAXO.C. HEIGHT
•J—iL i
/
13-W4' MAX. O.C.
. T
SEE
SHEETS JJ
I /
1A
B&9
8-10 MAX
52-11fiS" MAX. BUCK WIDTH SEE SHEETS I 1_114"
8&9 T
I I
I
II
I
I �.
BUCK
HEIGHTAS SHOWN
x I I 4 (91.78•
i I MAX.)
/
(�- 54" MAX. BUCK WIDTH -� SNOTCHEE SILLWEEP-DETASASH NSIBLE SEE SILL WEER B J,.....,..,n�nan� ai t SEESILLWEEP- D—'—'--I 1-1/4' -�--(
LLS, LIGHT WIDTH NOTCH DETALS, 54' MAX BUCK WIDTH NOTCH DETAILS. SEE WEEP-
SHEET3 SHEET3 SHEET3 NOTCH DETAILS,
SHEET4
ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION
FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN
GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75• HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)
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-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, ELEVATIONS ........................................... 1
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. FRAME, GLASS & ANCHOR OPTIONS ................. 2
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, FLANGE 8 EQUAL CHANNEL 3
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 INSTALLATION, INTEGRAL FIN & JLHANNEL... 4
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). GLAZING DETAILS ............................ _................. 5
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 DESIGN PRESSURES ........................................... 6-7
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. ANCHOR QUANTITIES ......................................... 8.10
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
7) DESIGN PRESSURES: ASSEMBLY & PARTS LIST .............. ........ ........... 12-13
A. NEGATIVE DESIGN -LOADS BASED ON STRUCTURAL &CYCLE TESTING AND GLASS PERASTM 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, ASO. •2014 BUILDING CODE (FBC), STIi EDITION
81
THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOTBEEN •ABTA FLORIDALORIDA9
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 •ASTM E&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 PRODUCT REVISED 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 SIOD-12 a w plying with the Ftaridc
10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NCA; ELCO AGGRE-GATOR NOR; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER .RISC 360.10 BNkli.8 Code
SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM OF.SIBIN MANUAL Aocep ; No 17 O"05
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL\ Ny LYNN 77A'' ReWlac .r Dffie /27j
USER INSTRUCTIONS: 4 6• ?/i4 UPDATED TO FBC 2017. - JR - BY
M1;amL ada Pmduct
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ' .�f1 �� 06/06/17
2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ` �• :• NO.58705
OPTION
3) KNOWING YOUR GLAZING (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN �•y ® OvcrtPhon. Drum
PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW -
OPENINGOBTAINEDINSTEPI. 6 : �� 1070 TECHNOLOGY DRIVE GENERAL NOTES &ELEVATION J ROSOWSKI
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �0�'.. S TE : • (vim` N. VENICE, FL 34275 title:
YOUR OPENINGS CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET
.SETARE MET. Ip •.•DRIOp •,: �_` (941}480.1600 Rota;
5)INSTALL AS PER SHEET S FOR THRU-FRAMEINSTALLATON OR SHEET 4FOR INTEGRAL FIN INSTALLATION. ��sS •..... N(�`�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL• FLANGE, ;�NAL tE ���` Seriee/Yodek Scale. Shwtr proms Ay Rer
INTEGRAL FIN OR EQUAL LEG/BOX). ALYPE.0 58705 PJ= CERT. OF A(TTH.298 SH-5500 NTS 1 OF 13 MD-SH5500-01 B
Glass
TYPO
Description (Elated from Exterior to Interior)
Design Pressure
Table • 9heeti
6
7/8" Laminated 1,0.: 1/8' A Exterior Cep + 7/18' Air Space + 5116' Laminated; (2) Utes of l/8' A Glass with .090' PVB Intedayer
4,5
6
8
7/8" Laminated I.G.: 1/8' T Exterior Cap+ 7/18' Air Space + 5/18' Laminated; (2) Utes of 1/B' A Glass with .090• PVB Intedayer
4,15
6
7
7/8' Laminated I.G.: 3/18' A Exterior Cap + 3/9' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with Ago' PVB Intedayer
4,15
6
8
718" Laminated I.O.: 3/16" TExtedor Cep + 318" Air Space + 5/15' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer
4,6
6
9
7/8' Laminated I.O.: 1/8' A Exterior Cap + 7/16' Air Space + 5/10' Laminated; (2) Was of l/8' H Glass with .090• SG Intedayer
7
7
10
7/8' Laminated I.G.: 1/8" T Extedor Cep+ 7/16' AirSpaca + 5/16' Laminated; (2) LBes of 1/8" H Glass with .090" SG Intedayer
7
7
11
7/6' Laminated I.G.: 3116" A Exterior Cap + 318' Alf Space + 5118' Laminated; (2) Utes of 1/8' H Glass with .090" SG Intedayer
7
7
12
7/8' Laminated I.G.: 3116' TExterior Cap+ WS' Air Space + 5118" Laminated; (2) Utes of 1/8' H Glass with .090' SG Intedayer
7
7
13
7/8' Laminated I.G.: 1/S" A Exterior Cap + 5N6' Air Space + 7/16' Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer
8
7
14
7/8' Laminated I.G.: 1/8" T Exterior Cep+ 51116' Air Space + 7/18' Laminated; (2) Litea of 3/16' A Glass with.090' SG Intedayer
8
7
15
7/8' Laminated I.G.: 3116' A Extedor Cap + 114' Air Space + 7/18' Laminated; (2) Utes of 3/16' A Glass with .OW SG Intedayer
7
7
le
7/9' Laminated I.G.: 3118" T Exterior Cap + 1/4' Air Space + 7118' Laminated; (2) Lites of 3/18' A Glass with.090" SG Intedayer
7
7
Group
Anchor
Substrata
Min. Edge
Distance
Min.
EmbedmenC
A
#10 SMS
(steal, 1843 S.S.
or 411 S.S.)
P.T. Southern Pine (SG=0.55)
7/1ti
13B"
Steel, A36'
3/8,
0.050'
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga.)
Aluminum, 6OBV15•
3/8'
0.050"
3/18" steel Ultracon
P.T. Southern Pine (SG=0.55)
7/16'
13/8'
Concrete (min. Z85 ksi)
1'
13/8'
Ungroulad CMU, (ASTM C-90)
2-11T
1-1/4'
B
#12 SMS
(steel, 18-8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/10,
13/8'
Steel, A38'
3/8'
0.060,
Steel Stud, A653 Gr. 33'
3/8"
0.0451" (18 Ga.)
Aluminum, 6063-T5'
3/8'
0.063"
1/4' steel Ultnacon
P.T. Southern Pine (SG=0.55)
1'
13/8'
1/4" steel CreteOex
P.T. Southern Pine (S(r0.55)
1'
13/8'
1/4' steel Aggre-Gator
P.T. Southern Pine (SG=0.55)
1'
13/8'
C
1/4' steel Ultmcon
Concrete (min. 2.85 ksl)
1"
13/4'
Ungrouted CMU, (ASTM C-90)
2-1/7
1-1/4'
1/4" steel CreteBex
Concrete (min. 3.35 ksi)
1"
13/4"
1/4' steel Ultmcon
Concrete (min. 2.85 ksi)
2-1/7
13/4'
1/4' steel Cretafex
Concrete (min. 3.35 ksl)
2-1/7
1-W4'
Ungrouted CMU, (ASTM C-90)_
_
- _ 1.1/4' -
1/4' steel Aggre-Getor
�ncmte min. 3.275 ksi
1-1/7
13/8'
Grouted CMU, (ASTM C-90)
2"
2'
Group
Anchor
Substrate
Min- Edge
Min.
Distance
Embedment'
E
2-1/7 x .131" Common Nail
P.T. Southern Pine (SG=.55)
3/8'
2-7/16'
2-1/7 Ring-ahank Rooirg Nab
P.T. Southern Pine (SG=.55)
3/8'
2-7/18"
P.T. Southern Pine (SG=.55)
1/2'
13/8'
#10 Trusshead SMS
Aluminum, 6063-T6'
318'
0.050'
(steel, 18-9 S.S.
Steel Stud, Gr. 33'
3/8,
0.0451' (18 Ga.)
or 410 S.S.)
Steel, A38'
3/8'
0.050'
F
P.T. Southern Pine (SG=.55)
9116,
11-W8"
#12 SMS
Aluminum, 6063-T5'
318'
0.063'
(steel, 18-8 S.S.
Steel Stud, Gr. 33'
318.
0.050,
or 410 S.S.)
Steel, A3B'
318'
0.050'
GLASS TYPES S. 7.9.11.13
& 15 MAY NOT BE USED IN
THE HVHZ ABOVE 30'.
'MIN. OF 3
THREADS
BEYOND THE
METAL
SUBSTRATE.
'UNGROUTED
CMU' VALUES
MAYBE USED
FOR GROUTED
CMU
APPLICATIONS.
FIGURE C: FRAME SHAPES
Frame
Glass
Frame
Frame
Types
Options
ConAgs.
Shapes
Installation options that may be used
(see Fig B)
(see Table 1)
(see Fig A)
(see Fig C)
....Into 2XWood Fmme/Buckstrlp-sheet 3, option 1
Flange
5 - 18
Equal -Late,
Oriew
SquandRect.,
Arch -Top
Through the frame
....Into Concrete/CMU -sheet 3, option 2
_.through 1XBucksldp into Concrete/CML I -sheet 3, option 3
( )
8 e
Cottage ag
Redus-Top
of the window..—.
....into Metal - sheet 3, option 4
.... into 2X Wood Frame/Buckstdp -street 3, option 1
Box 1
Equai�eg
5 -18
E akAo.
qu
Orie
S
quUProMaw Archh-Top -Top, 8 L,
Through the frama
....into Concrete/CMU - sheet 3, option 2
.... through 1X Buckstdp into Concrete/CMU -sheet 3, opitan 3
(#4)
8 Cottage
Radius Top
of the window ......
....into Metal - sheet 3, option 4
•
Through the
into ZX Wood Fmrne/Buckstrip -sheet 4, option 5
J.Channal
Equal-Lite,
S quare/Recl.,
Integral in......
Into Metal -sheet 4, option 7
(#1)
5-8
Odevprmiew
& Cottage
Arch -Top 8
Redua Top
Through the frame
••••into 2X Wood FramdBuckstrip -sheet 4, option 8
-.into Mete) -sheet 4, option 8
of the window.......,
Through the
....into 2X Wood Frame/Buckship -street 4, option 5
Integral Fn
5-8
Equal -Este,
ew
O&
Arch -Top
Arch Tapp,
&
Integral in......
..-.into Motel - sheet 4, option 7
Through the frame
....into 2X Wood Freme/Bucksld sheet 4, option 6
- PB
(�)
Cottage
& CoBsge
Radue TopP
,.,.into Metes -sheet 4, option 8
of the window......
FIM IRE A• FRAMP (nMPr.I 1PA`nnMC
EQUAL-UTE ORIEL COTTAGE
yT
{BUCK WIDTH
—7►-�BUCKWIDTHF--JBUCKWIDTH)f
-- ------i
T
i -- ----�
T
T
x
x
O
lu
Lu
rs
RECTANGULAR
RADIUS -TOP
ARCH -TOP
-O
O
J-CHANNEL
INTEGRAL FIN
O
O
FLANGE
BOX OR EQUAL -LEG
Material
Mir. Fr
Min. F.
Steel Screw
92 ksi
120 kel
18.8 Screw
60 ksi
95 kei
410 Screw
90 ksl
110 ksl
Elco Aggre-Gator® -
-57 kei
--96 ks1
Elco UltraConS
410 SS Elco CreteFlexO
155 ksi
127.4 ksi
177 lost
189.7 kal
6063-TS Alumtnun
16 kei
22 ksl
A36 Steel
38 ksi
58 kei
Gr. 33 Steel Stud
33 ksi
45 ksi
"A" = ANNEALED
"H" = HEAT STRENGTHENED
'P = TEMPERED
'PVB' = .090' TROSIFOL®PVB
BY KURARAY AMERICA, INC-
'SG- = .090"SENTRYGLASO
INTERLAYER BY KURARAY
AMERICA. INC.
WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODULTREVISED
BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES as complying widr the florid.
AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10. Suildmg Code
r r AcceprmmN. %7-LYo',j0.05 -
.�`c (l YN rr/i aer[r1en: ar; . Due /10jD
VIM
N %GENSF M��(ANCHORS RE -GROUPED. mite nna<Proal;<r c«mq
_ - JR - 06/06/17 CJ
* ; No. 58705
"-° = `` 1 • ; 1aroTECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
'MIN. OF 3 � - •. b 2217 2 44 /; N. vENICE, FL 34275 TEO
3EY°"°'"E �F `FCOR`•°P•' �` (8411B00 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
METAL ���sis/ LNG ��� ccpryxrlrtomr7
SUBSTRATE. 777f OIN�AL1 1 `11�� � I tr�RVEDerc. sara/trod t �� sn..t R.r
A LYNh%fLER,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B
P.E.#58705 CERT.OFAUTH-#2929a
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 CONCRETE/CMU.
BUCKSTRIP INTO CONCREfE/CMU.
ANCHORED THROUGH
EDGE DISTANCE
SEE NOTE 2, THIS SHEET.
EMBEDMENT
FRAME INTO 2X WOOD
EMBEDMENT
�r-- 1/4' MAX SHIM
FRAME OR BUCKSTRIP.
-7—
d
I
16 1/4' MAX SHIM
SEE NOTE 2, THIS SHEET.
IEMBEDMENT }
EDGE
SASH VISIBLE
18 LIGHT WIDTH
17
EDGE
FLANGE FRAME
DISTANCE
..�-
DISTANCE
SHOWN
--_I�
DO
-n
Il�Jjl
•
44 BALANCE
TYPE VARIES
2
❑__LV4•MAX
SHIM TYP. ANCHOR TYPE,77
EMBEDMENT AND
TYP. ANCHOR TYPE, EDGE
42 WITH SASH
WEIGHT
Q 54
o
30
-
TYP.ANCHOR
TYPE
EMBEDMENT
��
EMBEDMENT AND EDGE DISTANCE PER
IRI
I I�
31
-
ANDEDGE
j�
DISTANCE PER SUBSTRATE, SUBSTRATE'
••
LI
\\��
(
'
-
-
DISTANCE PER
-T—O
I�
SEE TABLE 2, SHEET 2.
18 SEE TABLE 2, SHEET 2.
EXTERIOR
87
�a�
,
-
a • •�
EDGE SUBSTRATE,
DISTANCE SEE TABLE 2,
SHEET 2.
}
FIXED
19
o
FIXED VISIBLE
q
20
OPT. SASH TOP FLAN LIGHT WIDTH
VISIBLE
LIFT RAIL FLITRAME I 2
EQUAL
HEIGHT
FOR ALL WINDOWS: NOTES: SHOWN / BUCK WIDTH
OX
FRAME
48
7 ANCHOR@J 3.W HORIZONTAL SECTION A -A SHOWN
1) USE ONLY
49
FROM END AND AT
21
CENTER SUBSTRATE -APPROPRIATE
22
FOR WINDOWS ANCHORS LISTED ON TABLE 2,
72
0
SHEET 2. FOLLOW EMBEDMENT AND
OVER 36' WIDE: EDGE DISTANCE LIMITS. ANY DADE APPROVED MULLION, FBC FRAMING STEEL STUD.
9
ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL- SEE SUBSTRATE PROPERTIES, TABLE 2 SHEET 2.
TAL- SEE SUBSTRATE ROPE LE
INSTALLATION OPTION SHOWN MAY
. 14
45 46 47
35
O
SCREWS ®18318•
FROM END. BE USED ON ANY SIDE OF THE
4
FOR WINDOWS WITH WINDOW. 1/4' MAX.
BUCK
HEIGHT
O
D
16
BOTTOM LOCKS: SHIM
ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE
USED INTO WOOD AS PER TABLE 2,
SELF-DRILLINGSHIM
#10 OR #12 STEE)�LEGMOX
1/4' MAX
SCREWS 8-318•
SMS(G5),SEE
85
30
FROM END. SHEET 2. ALL WOOD BUCKS LESS
TABLE2,D�
SASH
THAN 1-12•THICK ARE TO BE
SHEET 2.
EXTERIOR
VISIBLE
CONSIDERED 1X INSTALLATIONS. IX
WOOD BUCKS ARE OPTIONAL IF
LIGHT
UNIT IS INSTALLED DIRECTLYTO
HEIGHT
SUBSTRATE. WOOD BUCKS
OPT. 86
18
�5
DEPICTED AS 2X ARE 1-12'THICK
USE EITHER OR GREATER. 1X AND 2X BUCKS
LATCH OR (WHEN USED) SHALL BE DESIGNED
Q
(2)1'
81
31
3p
64
BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE
-
INTERIOR
WEEP
-NOTCHES AT
- gp
- - -
- -
- -
'TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME
LOCATION: END _ _DESIGN AND INSTALLATION IS THE .SHOWN-
FROM SASH END. RESPONSIBILITY OF THE ENGINEER
o
S OWN
JU
EACH END.
OR ARCHITECT OF RECORD.
o
EXTERIOR
8
66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl
INSTALLATION
67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V
OPTION 4
PRODUCT REVTSPD
EQUAL-LEGIBOX
FRAMESHOWN
❑
OPENING) IS MEASURED FROM ANCHORED THROUGH
BEADING TO BEADING.
1/4'MAX SHIM FRAME INTO METAL
ttu U/
ANCHORED THROUGH
FRAME INTO METAL
� c,,,PIyNB with We Fix
Building Code
Al—ptm= No i
73
T
••••••.!�,T,%,��
RaHaton:i
Dme 0
.27•X 125'-
WEEPHOLE
•
}
I NO ANCHORS
`��`�ON
�•iVCENg �� i
�: F •'•:� ��
By
Mien Dade RoduU o
W/COVER
- ,
.•
REQUIRED IN VISIBLE LIGHT FORMULAS
•, jd
No. 58705
2.67' FROM
EACH END.
38
O
•.
FLANGE OR
EQUAL -LEG WIDTH
FRAME SILLS @SASH: BUCK WIDTH - &VT
_ * :
-� •:
- _•
0aecip6on:
Drown Ry:
® FIXED LITE: BUCK WIDTH -4.315'
%AQ•.• sT / ��z
1070 TECHNOLOGY DRIVE
FLANGE
& EQUAL-LEG/BOX FRAMES
J ROSOWSKI
HEIGHT IEOUAL-UTEI
TE O F !V :
(� '•.�COAIDI`..•'
N. VENICE, FL 34275
7Wa:
Baw-
VERTICAL SECTION B-B BUCKHEIGHT2-3-15H6•
\_�
1 a. ••.... " NG`
0NAL
( 941HW16W
SINGLE
HUNG WINDOW INSTALLATION - LM
05/15/15
1 11�`
Kff ,No.
Serf»/Ycd.t
ScalALLpimme: Sheet
Orowrnp No.
'
AL
SH-5500
NTS 3
OF 13
MD-SH5500-01
B
REMILLER,P.E.
P.EA 68705
CERT. OFAUTH. M28286
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL. i_- EMBEDMENT
EMBEDMENT
FIN INTO 2X WOOD FRAME OR
BUCK- STRIP. SEE NOTE 2, THIS
EDGE DISTANCE
SHEET.
TYP. ANCHOR TYPE,
J-CHANNEL
EMBEDMENT AND EDGE
FRAME
_
DISTANCE PER SUBSTRATE.
SHOWN
SEE TABLE 2. SHEET 2.
(� 0
(SCREWSHOWN)
TWN)
}
1/4' MAX SHIM
1
ANCHOR TYPE, EDGE
DISTANCE
EMBEDMENT
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
0
SEE TABLE 3. SHEET 2.
16
(NAILSHOWN)
FIXED is
20 1 OPT. SASH TOP
VISIBLE
LIFT RAIL
LIGHT
J
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME NTT02X
WOOD FRAME OR BUCKSTRIP. 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
o� EXTERIOR 87
FIXED VISIBLE
J-CHANNEL LIGHT WIDTH
FRAME 1
HEIGHT IFOR ALL WINDOWS' NOTES: SHOWN
L_
49
21
O
O
22
72
0
14
45 46 47 35
BUCK
HEIGHT 50
85
30
SASH
EXTERIOR
VISIBLE
LIGHT
HEIGHT
�
16
OPT. 86
(2)1,
81
30
65 63
INTERIOR
31
WEEP
- NOTCHES AT-
80
-
- p
- - - —
EACH END.
NO ANCHORS
CIIIII
REQUIRED IN FRAME
7
SILLS IF ANCHORING
THROUGH FRAME.
INTEGRAL FIN
r1/4'MAX
SHIM
����77
�]OLJ�J
FRAME BHOWN
27' X 1.25' WEEPHOLE
W/COVER (2.BT
38
FROM EACH END.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EDGE
ASTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 2. —may 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.
1 ANCHOR® 3.55' BUCK WIDTH
FROM END AND AT 1) USE ONLY
CENTER. SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C
FOR WINDOWS
ANCHORS LISTED ON TABLES 2 & 3
OVER 36' WIDE:
OF SHEET 2. FOLLOW EMBEDMENT
_
V4 MAX
ADD ADDITIONAL
SCREWS 163/8'
AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY
SHIM
FROM END.
BE USED ON ANY SIDE OF THE
FOR WINDOWS WITH
WINDOW.
BOTTOM LOCKS:
ADD ADDITIONAL
2) MASONRY ANCHORS MAYBE
SCREWS @ B3/8-
USED INTO WOOD AS PER TABLE 2.
FROM END.
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
USE EITHER
UNIT IS INSTALLED DIRECTLYTO
LATCH (SHOWN)
SUBSTRATE. WOOD BUCKS
OR BOTTOM
DEPICTED AS 2X ARE 1-1/2'THICK
LOCK (SHEET 3).
OR GREATER. 1X AND 2X BUCKS
TESTED UNIT
(WHEN USED) SHALL BE DESIGNED
LOCATION:65/8'
TO PROPERLY TRANSFER LOADS
FROM SASH END.
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 - 6-12'
® FIXED LITE: BUCK WIDTH - 4-W
HEIGHT (EQUAL-LITE)
BUCK HEIGHT2 - 3-15/16'
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)
DADE APPROVED MULLION. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
#100R#12STEEL �J ".1" MAX
- SELF -DRILLING I I SHIM
SMS (G5). SEE I I
TABLES 228
8 3,
HEET Sr��
INTEGRAL FIN
��'
FRAME SHOWN
INSTALLATION
OPTION 7
ANCHORED THROUGH
11111 110 j. INTEGRAL FIN INTO METAL
... , i11WEil/!1m
EXTERIOR INSTALLATION
.V OPTION 8 PRODUCT REVISED
ANCHORED THROUGH FRAME INTO METAL � cOmPlyiug vvilg On Flm*U
(INTEGRAL FINIFLANGE REMOVED) Building Code A..ptnnwM t7'0&_4D.
NO. 58705
ST '
O •. �• •((/�
STATE
1070 TECHNOLOGY DRIVE
O
%t�`s''• O...... •'G����
N. VENICE, FL34275
is ...
"",TOIVAL
(841}48LL7800
1EN.�`
aoml7
MTV0UMMEA.
LYNN MILLER. RE
P.E.1i 0705
ALL MGM RESERVED
CERT. OF AM. OM96
DeoalPGon: D I" I
J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI
jSINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1
NTS 1 4 OF 13 1 MD-SH5500-01 I B
• a s
M
I
4
•
�•{ 718' NOM.
5N6" A/A PVB I
�--•
I
7/16" AIR SPACE
1/8" A_ GLASS
a EXTERIOR
7&79
GLASS TYPE
5
7/8' NOM.
r
5/16" H/H SG
7/16" AIR SPACE---\
1/8" T GLASS
aEXTERIOR
7B-79
-+{ 7W NOM.
5/16" A/A PVB
7/16" AIR SPACE
1/8" T GLASS
a EXTERIOR
70-78
GLASS TYPE 6
718' NOM.
5/16" H/H SG
3/8" AIR SPACE
3/16" A_ GLASS
a EXTERIOR
78-79
GLASS TYPE 11
!' NOM.GLASS GLASS TYPES 9 THROUGH
rE TYP• ' 16 MAY NOT BE USED
WITH J-CHANNEL OR
INTEGRAL FIN FRAMES
GLASS TYPES 5, 7. 11, 13
8 15 MAY NOT BE USED9, IN
THE HVHZ ABOVE 3P.
GLAZING NOTES:
"A' = ANNEALED
TYP. GLAZING DETAIL "H'= HEAT STRENGTHENED
T = TEMPERED
"PVB' =.090' TROSIFOL®PVB BY KURARAY AMERICA, INC.
'SG' = .090' SENTRYGLAS®BY KURARAYAMERICA INC.
FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2.
718' NOM.
5/16" AIA PVB
3/8" AIR SPACE
3/16" A GLASS
a EXTERIOR
7&79
718' NOM.
5/16" H/H SG
7/16" AIR SPACE
1/8" A_ GLASS
aEXTERIOR
76-79
GLASS TYPE 9
7 "' " m. F_ -7 7/80 NOM. � ---i 718" NOM. �+-
5/16" H/H SG 7/16" A/A SG 7/16" A/A SG
3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE
3/16" T GLASS 1/8" A_ GLASS 1/8" T_ GLASS
�] EX77JtIOR a EXTERIOR a EXTERIOR
76-70 7e-79 7G79
GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14
71WW M. 718'NOM.
7/16" A/A SG 7/16" A/A SG
1/4" AIR SPACE 1/4" AIR SPACE
3/16" A GLASS 3/16" T GLASS
-a EXTERIOR - - _ _ _ _ - _ __ _ a EXTERIOR
7e-79 7B•79
PRODUCT REVISED
GLASS TYPE 15 GLASS TYPE 16 m complying %ith the Fla"
11111 J/!/ A..Pa8ren.N
iepNo � 7 3�•
•� �1Y LY/� '�. ReHsbn: pirnrioa D.M.
` ��.;••' \,ICEN,p� • :�(�� i Ni i ade Prodact
No. 58)05�
-'T] : � - Obecrlptfom Gram By:
1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI
%�.� ••.. ST OF N. VENICE. FL 34275
C��'••F<ORIDA,.•'• � (941}-080.1600� Dote:
��'�S��NAL ENG`�� covrw0rtea0n SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
'I11\\\\ � Smft/Modai: Sheet Dmmfng No. !1/111 Rer.
A. LYNN MILLER P.E.SH-5500 NTS Scale: 5 OF 13 MD-SH5500-01 B
REA 58705 CERT. OF AUTFi. N29298
—•{ 718' NOM.
5/16 A/A PVB
3/8" AIR SPACE
3/16" T GLASS
a EXTERIOR
78-79
GLASS TYPE 8
s
TABLE 4:
0l.. rypn
5,0.71/
D"fan PMSSUF@,b&W
-1--50.0
MIM. L.MI
R1
6r.0 wInd0w8-hA-
ANCHOR GROUP AND QUANTITY.
T-p Exrn 11R
JAMB
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)
Db elyp.
MI., L.r.1
R/
O.,cdnlc. br0d..
Rwq m Who-
Wyd SN-
9rnFYyAt
FW y M)
De.gn Ple..un,Ib.Ot2
W nr w Buck
u tad8
W1d11
SZ225
233
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Eqb
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no
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11577.11.552
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-70.0
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acc 175n�c -1u, ancc t re run
ANCHOR GROUP AND QUANTITY.
HEADER
MEETING RAIL
D
23 O
JAMB
EMR10R SASH
a HEIGHT
23 p
SILL n_ r1 II
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 REVISED
M cOmPlyll% -ill. It. FTod4
SEE TABLE 10. SHEET 9 FOR ANCH OUP AND QUANTITY. BulldiTlg Code
"MIN. SASH HEIGHT =WIND ►1f If'�MT 50.136 nDcepinnoc Fb 1 • •0C1
T"..M[Odoct
* : No. 58705
/t * _
NOTES: Drum
to 1070 TECHNOLOGY DRIVE ES DESIGN PRESSURE TABLES J ROSOWSKI
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �O� •. ST TE O (V _ N. VENICE, FL34275
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. �i/�lSs� 'ZORIDP N�;�� (941}480-160D Taw 0NAI E SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
COPYFwff3) FOR SIZES NOTSHOWN, ROUND UPTOTHE NEXT AVPJLA13LEWIDTH OR HEIGHT DIMENSION SHOWN 7jttttll111Ls1` P S-I-lAllodah 176
�E ,
ON THE TABLE. A LYNN MILLER P.E.
P.E.e 68705 CERT. OF AUTH. 029266 SH-5500 NTS 6 OF 13 MD�SNI.H5500-01 B
1
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Wbdw Ouak
WI4A
upb40
0
52125
1 64
215
Eq,d4is
11.394
•70.0
410.0
-70.0
-110.0
.70.0
-110.0
.MD
.110.0
St.m.d C46p.
14517-15Sm
+70.0
-110.0
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4ml
•70.0
-00.0
.RO
ALD
91.75
Whim
. 41.6N
.70.0
-110.0
7ao
-110.0
+R0
-1026
+70.01
d..0 I
-7D.0 1
-013 1
•70.0
.90.1
70.0
.60.0
+70.0
40.0
C I/10LC 11,0-I lU I'UKl dUKUK UKUU1' ANU UUAN I I I T.
-MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136
LYNN �•,�
'�•.• 1,IGEN,gF •%� �'
* : No.58705
NOTES:-
- •
1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME.
" -
Q it
's. .•,- STA � ' �Z
1070 TECHNOLOGY DRIVE
N. VENICE, FL 3W6
2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE.
O
��(Cs •-,!1ORIO . G
(941NB0.1600
UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
�`
�N1A�,L�
O FOR SIZESN NOT SHOWN, ROUND SHOWN
EN
f11ES�IHC.
THE
A. L !I M¢iF�. P.E.
ALL fazl�
SASH
HEIGHT
SECTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT
& GLASS TYPES 9-16
(REINFORCEMENTS SHOWN
IN FIGURES ABOVE APPLY
TO ALL CONFIGURATIONS)
GLASS TYPES B THROUGH
16 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL PRODUCT REVISED
FIN FRAMES s9 complying With Dec Florida
auildi&$ COJC
�i Lp16nM h10' � .0,6
'art: Elyrirat(4m Datc
By
Miami ad6Product Cumld
1p69n: Drv.6 W.
SIGN PRESSURE TABLES J ROSOWSKI
Dah:
GLE HUNG WINDOW INSTALLATION - LM 05/15/15
S i 5500 NTS 9 7 OF 13 MD SH5500-01 B
PGT Industries, Inc.
- e
NOTICE' OF ACCEPTANCE:
C. CALCULATIONS (corrrnvuED)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and
Resources (RER).
E. MATERIAL CERTIFICATIONS (CowiNuED)
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. far 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 Ki raray 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 EN�RGI 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 Exte 'or Extrusions for Windows
and Doors" dated,09/15/16, expiring on 04/16/20. 7
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5ch Edition (2014) and FBC
61 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,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control, dated 6/26/14and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. 15-0519. 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)
G. OTBERS
I. 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 expiring on
07/30/20. `1 / 11,a . , , . n 0-J, .
/ Man Pere P.E.
Product Con rol E miner
NOA No.-0630.05
Expiration Date July 30, 2020
Approval Date: November 30, 2017
E-2
.062•
II 1.483
0
.s O HEADIIJ4 8 FRAME
1 376`
3A83'
�Ir-- .osz•
aa��1�1�I D 2.444'
u1���❑
70J;%ANNEL .625'1•! SSILL r
2 FLANGE FRAME
HEADMAMB
3.483'
DIF- asz-
D2.444'
:D00❑1
OFLANGE
FRAME SILL
1.672- � � tsar --{
T 1.215"
1.376-
.065" .065' 1.375 I 1
I 03S 35S
��- FIXED 31• �•+ -- +1.1.000' F� BALANCE _ --_ .•SASH STOP
14 MEETING RAIL 16 SASH RAIL 17 COVER 78 SCREW COVER
- 3.500" 3500•
•--�-i�- .oar --CIF►-- .062'
7d mod
1.4a3' as � 1.467
moo❑ � ��oo❑ .�.
OFIN FRAME O EQUAL LEG FRAME
HEADMAMB HEADMAMB
- 3.483' r-I
OI+- .D6r 3.483`
D� D � z.4aa-
.D62•
a�aD 2.444•
��� r-1�������❑
OFIN FRAME (a)EQUAL LEG
SILL FRAME SILL
71S
--I 14,
1.185'
OLIGHT SASH
23 REINFORCEMENT
1070"
•(� jI�'�
.791' U 1I-- L '
1.331•
STANDARD
26 MEETING RAIL
REINFORCEMENT
I �-- 2.100• � 2.176' � 1.472• � ( 1�I 1.5�65• +�
4759
.59+-0' .1' fPj j(LL��Jj�" D, 34
" + _ 1-1II-j1`T
LLL���u .0��70�����JJ111����� 'O50' .050'LlFr RAIL LIFT RAIL BEVELED J
19 EVELED
INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER
1.184• ,f
f� .070'
.810' LEI
HD SASH
25 REINFORCEMENT
T- 1.182' �--
/--'f- D7o•
1.041'
L .130•
-�{ 1.340'
OHD MEETING RAIL
27 REINFORCEMENT
.175'
IG
BEADING
OO
.316" -+{
I
.77554•
.035'-�{�J�-}
EXTRUDED
SCREEN FRAME
.30o•
.750'
.025° --�
ROLLED
81
SCREEN FRAME
t i l l l l l l l t
t ��
viv�i
\ �1 ;.•' �CENSF''•t'�
= 7t .: ND. 58705
-_� VATE
'Description:8y:LAMI
%O ••. F�:. I(/�
'n '• <:/
l�s'••;�OR101!.. •'C,'
ENG
J71llll,l,tt
A. LYNN MILLER P.E
P.EJ158705
ReHalon:
PRODUCT REVISED
a complyingwith the Ftartda
Building Caae
Acceplaaml4o i%'n •Q•5
Cfipiratioo Date i0$Q
BX
WINDOW EXTRUSIONS
J ROSOWSKI•
107o TECHNOLOGY DRIVE
N. VENICE, FL 34276
(�1
Tltb:
SINGLE HUNG WINDOW INSTALLATION - LM
Dah:
05/15/15
C0PYIWHTean
�MOMPSA5,W0.
Sarfu/AfodeL•
SH-5500
scab:
NTS
shoat
11 OF 13
Drowlnp Na.
MD-SH5500-01
R-..
B
CERT. OF AUTH. tt29288
1
TABLE 12:
TABLE 12, CONT.:
Bill of Material
TABLE 12:
TABLE 12, CONT.:
Bill of Material
Bill of Material, cunt
# I
Part #
Description
Material
#
Part #
Description
Material
1
01
Single ung Frame Head & Jambs - J•Chan
C
45
720197
jAuto C0 Mechanism
C Steel
2
620102
Single Hung Frame Head & Jambs - Flange
PVC
46
720198&9
Sweep lack
Cast 71nc
3
620103
Single Hung Frame Head & Jambs - Fin
PVC
47
720195&6
Auto Lock Cover Assembly
Cast Zinc
4
620104
Single Hung Frame Head & Jambs - Equal L.eg(Box
PVC
48
76X118OPTX
1#6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw)
SS
5
620105
SH/DH Frame Sill - J-Channel
PVC
49
7202D0
lAuto and Sweep Lock Keeper
Cast Zinc
6
62D106
S WDH Frame Sill - Flange
PVC
50
77GX34PPA
1#6 x 3/4" PH. PH SDS (Keeper Screw)
SS
7
620107
SH/DH Frame SIII - Fin
PVC
51
420181 L/R
Beveled Tin Latch Comer Key
PVC
8
620108
SH/DH Frame SIII - Equal LeWBox
PVC
52
420182 L/R
Pull Rail TIft Latch Comer Key
PVC
14
620131
Fixed Meeting Rail
PVC
53
7634PHFL
#6 x 3/4' Ph. FH SDS (Comer Key Screw)
SS
16
620129
Sash Ralf (Sides, Top & Bottom)
PVC
54
420183
-flit Latch
PVC
17
620134
Balance Cover
PVC
55
420184 ,
Tilt Latch Retainer
PVC
18
620133
Sash Stop(Screw Cover
PVC
56
720207
1' Tilt latch Spring
SS
19
620156
Pull Rail Interlock
6DD5 T5 At
57
4201BS
Plastic Tilt Latch Finger Pull
PVC
20
620144
Pull Rail Interlock Cover
PVC
58
720192
Meta) Tilt Latch Finger Pull
Cast Zinc
21
620157
Beveled Interlock
6DD5T5At
59
420180
IPWBarCwwKey
PVC
22
620145
Beveled Interlock Cover
PVC
60
720206
1 Phut Bar
SS
23
620150
Ught Sash Reinforcement
6063 T6 At
63
720191
ISash Pull Handle
Cast Zinc
25
620162
HD Sash Reinforcement
6063 T6 AI
64
720194
ISash Pull Handle With Latch Assembly
Cast Zinc
26
620153
Standard Meeting Rail Relnbrcement
6005 T5 At
661
7834FPT
1#8 x 314' Ph. FH SDS (Pull Handle Screw)
SS
27
620154
1 HD Meeting Rail ReInlorcemem
6005 TS AI
66
1 420188
IBottorn Latch Strike Plate
Cast Zinc
30
61644
Weatherstrip, .187' x .270" Fin Pile
67
97858E
#8 x 518' Ph. FH SMS (Strike Plate Screw)
SS
31
6Q300
Weatherstrip, .190' x .300" Foam Bulb
72
720135
Lams I.G. Bead
PVC
32
61719
Weatherstrip, .18T x .220" PolyPile
;SS
74
Backbeddlrg, GE 7700 or Dow 791
Silicone
33
61825
Weatherstrip Plug. .220" FInseal
[6"
75
71646N
Setting Block p/8' x 1' x 1/8"), 85 +/- 5 duro.
EPDM
35
78X1MTTT
#8 x 1" Ph. PH SDS Qnterlock Mounting Screw)
BD
61012
Extruded Screen Frame
Alum
36
78X3THPX
#8 x 3' Ph. PH SMS (Meeting Rall Screw)
61
61011
Roll -Formed Screen Frame
Alum
37
71669SP
Meeting Rail Screw Support Plate
T6 AI
82
7CKGL821
Screen Comer Key for Extruded Frame X 4
PVC
38
720210
lWeep Hole Cover
PVC
831
47042
15creen Comer Key with Pull Ring X 2
PVC
40
720)0000C
Conlstam Force Balance
84
47041
Screen Comer Kay without Pull Ring X2
PVC
41
#8 x We Ph. FH SMS (Con. Force Balance Screw)
SS
85
7CASPM
Tension Spring
SS
42�78AX
Spiral Balance
86
61816C48
Screen Cloth
Fiberglass
43Spiral
Balance Shoe
Nylon
67
61635/81814
.140' Screen Spline (Machine/Hand Railed)
Vinyl
44
#8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw)
41O SS
Part #
Description
Material
76
Kommeding 4SG TIPS Spacer System
Sea this
Sheet fir
77
Quanex Super Spacer nXr with Hot Melt Butyl
78
Quanex Duressal Spacer
Materials
79
Cardinal XL Edge Spacer
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 JRAL"""."v
ELT BUTYL
STRUCT
STRUCTURAL SILI
POLYISOBUTYLENE 1/4" NOM. 3/16"NOM.
WrTH DESICCANT DESICEXT. GLASS EXT.GLAINT.GLASS GLASS
KODISPACE SUPER
7s 4SGTPS SPACER'ONXT"m
ALUMINUM
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 5/16' NOM.
5/16" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEE
EXT. GLASS
EXT. GLASS
INT. GLASS INT. GLASS
DURASEALo XL EDGE"M
OSPACER le SPACER
PRODUCT REVISED
cs -amply." with the Florida
t i l l t i l l
Building Code
Acceplaace Np (7 D630.<)5
`%.11aQ�Y LYNA(41 �
E iretino Date
R.nskn: 0y ( 2D7D
Pc1,;••' \,ICENSF •., ((�
Aitami ode Produoii
No.58705 '.� S
D.-*son:
Di n W.
�,n •. STATE OF
10707ECHNOLOGYDRNE
N. VEWX-- FL 342r5
BILL OF MATERIAL (BOM)
J ROSOWSKI
•'•'c�ORtDP,.•:'��:
(941)418D-1600
TN.
Darr
02M7
SINGLE HUNG WINDOW INSTALLATION
- LM 05/15/15
/Irllllllll\\\\Par
ALLMMSREDIEWI
Srfs/Vadk ScaN: &f"b
Dmr6g No. R.r.
A LYNNMLLLER,PE.
P.E115e7Q5
CERi. OFAUni. Rrt8296
SH-5500 NTS 12 OF 13
MD-SH5500-01 B
I
OPT. SWEEP LOCK
OPT. AUTO LOCK
OPT. PULL RAIL
INTERLOCK&
COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
OPT. PULL HANDLE
WITH LATCH
t,
• OPT. PULL
BALANCE
OPT.
BEVELED
INTERLOCK
& COVER
ORO II
?e MITERED FRAME WITH
\• SASH INTERIOR AND EXTERIOR
37 ASSEMBLY FRAME WELDS
DETAILS ��•. ///
66 38 ^
EXTERIOR
59 ' ,•
A
1 : RODUC/ REVISLU
nACyFS TO BI yi-9 mint Oro FIDride
5 -. . - '-'-- _DANCE 3DildinS Code
-- 11111 ----- -------------------- —__....- AAccD lance No 17-
Revieon: fl
.05
Y LYN • °°°° °°" VOID
ASSEMBLY �' ,����aoN•cEn7 N'�Q�'� Big i aa•P�,��cD
DETAILS
* NO.58705 -
- *
= 0 : Deea p6m: D- ey
EXTERIOR =70 G � : � 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI
NOTES: _ %�,� F OF ��` 1.
N. VENICE, FL 34276
'-•.<OR1DP.. . (�++� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
2)J-CHANNEL FRAME SHOWN. PARSOME PARTSIOPTIONS NOT TS N#N& OTHER PRANDRAWING FOR CE RES APPLY. �i��jS70NAL �NG\``` �� oats
3) FOR REINFORCEMENTTYPES,SEE DETAILS OHSHEETSB&7. A. LYNNldRItR P.E. ALLPJGMFW-'30?VM H-Sh1 praD No .
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P•F-#58705 CERT. OF AUTH. A28296 SH-5500 NTS 130E 13 MD-SH5500-01 B
OPT. SWEEP LOCK
OPT. AUTO LOCK
OPT. PULL RAIL
INTERLOCK&
COVER
MITERED FRAME WITH
INTERIOR AND EXTERIOR
FRAME WELDS
OPT. PULL HANDLE
WITH LATCH
t,
• OPT. PULL
BALANCE
OPT.
BEVELED
INTERLOCK
& COVER
ORO II
?e MITERED FRAME WITH
\• SASH INTERIOR AND EXTERIOR
37 ASSEMBLY FRAME WELDS
DETAILS ��•. ///
66 38 ^
EXTERIOR
59 ' ,•
A
1 : RODUC/ REVISLU
nACyFS TO BI yi-9 mint Oro FIDride
5 -. . - '-'-- _DANCE 3DildinS Code
-- 11111 ----- -------------------- —__....- AAccD lance No 17-
Revieon: fl
.05
Y LYN • °°°° °°" VOID
ASSEMBLY �' ,����aoN•cEn7 N'�Q�'� Big i aa•P�,��cD
DETAILS
* NO.58705 -
- *
= 0 : Deea p6m: D- ey
EXTERIOR =70 G � : � 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI
NOTES: _ %�,� F OF ��` 1.
N. VENICE, FL 34276
'-•.<OR1DP.. . (�++� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15
2)J-CHANNEL FRAME SHOWN. PARSOME PARTSIOPTIONS NOT TS N#N& OTHER PRANDRAWING FOR CE RES APPLY. �i��jS70NAL �NG\``` �� oats
3) FOR REINFORCEMENTTYPES,SEE DETAILS OHSHEETSB&7. A. LYNNldRItR P.E. ALLPJGMFW-'30?VM H-Sh1 praD No .
4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P•F-#58705 CERT. OF AUTH. A28296 SH-5500 NTS 130E 13 MD-SH5500-01 B