HomeMy WebLinkAboutProduct Approval '1
MIAMI-DADE MIAMI-DADS COUNTY
v PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wi►w.miamidade.¢ov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall'not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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.
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#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0630.01
MtAMt DADS COUNTY Expiration Date: May 26,2021
Approval Date: November 09,2017
Page 1
MIAMFDADE 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.2oy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
niaterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails-to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"CA-5540"Outswing PVC Casement Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-5540C.0 titled"Vinyl Casement Window NOA(LM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision B dated 05/15/17,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#16-0714.11 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI DAbE COUNTY NOA No.17-0614.16
E. , Expiration Date: September17,2020
Approval Date: September 14,2017
7 Page 1
M IAM aDADE 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.miamidoae.Qoy/economy
PGT industries,Inc.
070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails-to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"CA-5540"Outswing PVC Casement Window—L.M.L
APPROVAL DOCUMENT:Drawing No.MD-5540C.0 titled"Vinyl Casement Window NOA(LM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision B dated 05/15/17,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#16-0714.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
Miahtl�abe COUrrrY NOA No.17-0614.16
e Expiration Date: September17,2020
Approval Date: September 14,2017
t%���j)17 Page 1
MAX.BUCK WIDTH MAX BUCK WIDTH'
SEE TABLES 4-8 SEE TABLES 4�8 1.25*MAX. IMPACT RATING E PRESSURE RATING
MAX.O.C.SEE
3 DESIGN PRESSURE�RATING
.PE OPTIONS,
NS.SEE
---a,SEE SHEET 3 SEE SH LARGE&SMALL MISSILE
L S.8
-B, TABLES LE VARIES PER OPTIONS,SEE
IMPACT RESISTANT TABLES",SHEETS&9
FRAME ASSEMBLY TUBE MULL.SEE
81-1J4"MAX.! SHEETS 5-6 FOR ANCHORAGE DETAILS
C(
MAX.JAMB O.C.
SEE TABLES s i I&.-c V,
A Na
VISIBLE
LIGHT BY
VISIBLE MAXBUCK VISIBLE HEIGHT
BL E MAX.BUCK
LIGHT HEIGHT SEE LIGHT HEIGHT SEE
HEIGHT TABLES 4-8 HEIGHT TABLES 4-8 RAME E E.SEE
FRAME SHEETS j 05/15117-JR-UPDATED
TUBE TO FBC 2017.MOVED
LENGTH ANCHORS TO CORRECT
ASSEMBLY FRAME CHANNEL.
A -A.SEE C C,SEE \ <�_ , 1 11 31
SHEET3 SHEET 4 MAX JAMB O.C.
7 VISIBLE SEE TABLES
LIGHT ca
VISIBLE VISIBLE 4-8
LIGHT LIGHT WIDTH
WIDTH WIDTH 11 _f
Q
4'MAX MAX.O.G.SEE
iL i _T 28'MAX.D.C. MAX.(ryp.)
I TABLES L 0 C,4 0.�
I L 1 3 v
—B XMIN. ADDITIONAL ANCHORS FOR FRAME �EEX
28"MAX O.C.
4"MAX 8 m C3
T 1.25"MAX ASSEMBLY TUBE,SEE SHEET 5 z u-ED
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL TYP,X_X EQUAL-LEG/BOX
FLANGE FRAME ANCHORAGE FRAME ANCHORAGE 6
FLANGE FRAME ANCHORAGE 2Y
co
VINYL CASEMENT WINDOW z
GENERAL NOTES:SERIES 5540 IMPACT RESISTANT. O<
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDINGTHNGH VELOCITY HURRICANE ZONE(HVHZ). —za III LL
THE OUTBOARD LITE(CAP)MUST TEMPERED. VISIBLE LIGHT FORMULAS w —
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ, 9 1 LL
LL
BUCK WIDTH-6-314" Z_ 0
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. HEIGHT.BUCK HEIGHT-6,3/4' ;..qs
z
0
LU
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,ASTM C90 CONCRETE
Z LU
U)
w
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 W J,_
DEPICTED AS 2X ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED SHALL BE DESIGNED AND SECURED To PROPERLY TRANSFER LOADS To THE STRUCTURE-WOOD BUCK DESIGN 2 0 Z
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES....................................................1 ¢ J z azn
ELEVATIONS........................................ T 0
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEOMENT.)NSTALLATION ANCHORS SHOULD FRAME,GLASS&ANCHOR OPTIONS 2
BE SEALED,
OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, INSTALLATION,FLANGE&EQUAL LEG 3
Bu FRAME ASSEMBLY TUBE....................................... UJ
6)MAX.11r$HIM$ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD CHANNEL 4 Z z
=TALLATION.INTEGRAL FIN&J w LQn
n
By OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. BUCKS, GLAZING DETAILS ................... 5- epi nza0 0
[�1111"PRESSURES.............................................. L
LY
7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. SE 10-11
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E7300,C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. Ly
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE VC
:WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONT HAS NOT BEEN USED IN THE DESIGN OF THIS
FOR CORROSION RESISTANCE. ACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Na 58705
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORfTYHAVINGJURISDICnON CODES/STANDARDS USED:
-2017 FLORIDA BUILDING CODE(FBC),
8TH-IT[-
10)REFERENCES:TEST REPORTS FrL-8139,8174,ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATORNCA;ENPERGI WINDOW AND DOOR PROFILES,LTD WHITE& :2014 FLORIDA BUILDING CODE(FBO),5TH EDITION F
A$TM E1300-09
BRONZWGHTER SHADES OF CAP COATED PVC EXTRUSION NOA!S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA.INC.------- 'ALUMINUM DESIGN MANUAL,ADM-2015
-AISIS100-12
12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL -AISC 360-10 X LYNN MILLER P.E.
P.E.4 68705
MAX.BUCK WIDTH MAX.BUCK WIDTH
SEE TABLES 48 SEE TABLES 4-8 1.P5 MAX, IMPACT RATING DESIGN PRESSURE RATING
r--B,SEE SHEET 3 MAX O.C.SEE -D�SEE SHEET 4 1 LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE
TABLES 44i LL IMPACT RESISTANT TABLES 48,SHEETS 8-9
FRAME ASSEMBLY TUBE MULL,SEE
81-1/4"MAX Z77SHEETS 5.8 FOR ANCHORAGE DETAILS
1 i
Fill COMBINED WIDTH/�
L PRODUCT'REVISF�15
MAX.JAMB O.C.
VISIBLE
us emn withtiro`kTt,fii3it
SEE TABLES I - Lititdita Cads
48 Acsep1ancs Tia/
VISIBLE mjzf
yr1 LIGHT TYtiAuct
T EE / UGHT' HEIGHT SEE / E E. HEIGHT
� I / VISIBLE MAX.BUCK I /VISIBLE MAX.BUCK /
LIGHT HEIGH S 83•MAX. 05/15/17-JR-UPDATED
HEIGHT TABLES 4-8 HEIGHT TABLES 48 FRAME SHEETS /
ASSEMBLY m TO FBC 2017.MOVED
TUBE / ANCHORS TO CORRECT
L — — ;–' —i------- + LENGTH \ ( / FRAME CHANNEL.
F-
I - SEE
A,SEE C I / I HEET 4 MAX.JAMB O.C.
/ SHEET3 VISIBLE SEE TABLES y 0]
UGHT s 441 W � •nsa
VISIBLE I 1 I VISIBLE I I WIDTH > m
LIGHT 1 ' LIGHT i O N U
. WIDTH __111________ O c '
WIDTH 4•MAX.(TYP.) (g N w W a1M1 'T
4'MAX i MAX.O.C.SEE 28•MAX.O.C.
®_ ' N
o � �B o
T I TABLES 4.8 � I I 3"MIN. ADDITIONAL ANCHORS FOR FRAME c2
IJ 13 I•� 4•MAX, 1,25•MAX, —�1 I+--- D ASSEMBLY TUBE,SEE SHEETS O Ilio ao °J
28•MAX.O.C. =w �Z 3 ur
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL TYP.X-X EQUAL-LEG/BOX& U U c v
FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE
GENERAL NOTES:SERIES 5540 IMPACT RESISTANT.VINYL CASEMENT WINDOW o Z > a
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
VISIBLE LIGHT FORMULAS p w
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. WIDTH:BUCK WIDTH-6-3/4' Z 0
HEIGHT:BUCK HEIGHT-63/4" Caayg
i
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ® �•+ F-
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. W W F
~ Z
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 DIRECTLY TO SUBSTRATE.WOOD BUCKS O
DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGNGENERAL NOTES................ ...............................1 ¢ Z alai
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT ....
ECT OF RECORD,(AOR). ELEVATIONS............................................................1 O U O
FRAME,GLASS&ANCHOR OPTIONS...................2
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD INSTALLATION,FLANGE&EQUAL LEG................3 w W O
BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN&J-CHANNEL......4 U Z W U
6)MAX1/4•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, FRAME ASSEMBLY TUBE.......................................5-8
C7
GLAZING DETAILS......_.......................-..................7 apt. �sa0 saua5
BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURES.-.........-..............................69
BOM&ASSEMBLY........................................._........10-11 1 t 111 loll,,
7)DESIGN PRESSURES: NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME ANALYSIS AND GLS PER ASTM E1300. 11 �
A AS
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 QNY LYIV/y�
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. `�� '�� aNSF•��(
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS �_• •'�'P
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE .k N0.58705
FOR CORROSION RESISTANCE. _ /�/ •, *_
CODE51STANDARDS USED: _•��,� /' ry _-
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDINGCODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
•2014 FLORIDA BUILDING CODE(FBC),STH EDITION ST TE •'•(V��
10)REFERENCES:TEST REPORTS FTL-8139,8174;ELCO ULTRACON NOA:ELOO CRETEFLEX NOA;ELCO AGGRE-GATOR NDA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& -ASTM E13OG49 (� . ORIDP,.
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL •ANSUAF&PA NDS-2D1 5 FOR WOOD CONSTRUCTION /i`S'S .......
'' ,2
•ALUMINUM DESIGN MANUAL,ADM-2015 ///,'01VAL %,,,
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC.- _- •AISI S100-12 II I I I1 I11
- - - -- - --- •AISC 360.10 -- - -- ---- A.LYNN MILLER P.E.
12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. P.EX68705
TABLE 1: 'A'a ANNEALED
INI
Gess Table Sheet NDdW FRAMES MAY BE ANY OF THOSE SHO WN BELOW:
Deeor)ptlon •H:-HEAT STRENGTHENED
Type # # 'T
'r=TEMPERED
B 7/B`Laminated I.G.:118"A Exterior Cap+7118"Air Space+5/18'Laminated;(2),Lites.of 118°A Glass with.090"PVB ultedayer 4 8 = =,09C`TRO9IFOL�4 PVB e
6 71W Laminated I.G.:118'T Exterior Cap+711fi Air Space+6116•Laminated;(2)Lues of 1!8'A Glass with.09V PVB 'SG=.090'Interlayer 5 6 7 BY KUSENTRYGLAS®INTEINTERLAYER
AMERICA,INC.A
ER 6Y
7 718°Laminated I.G.:3116•A Exterior Cap+31W Air Space+5116°Laminated;(2)Lites of 118'A Glass with.090'PVB Intedayer 6 9 KUkARAY AMERICA,INC. 4 BOX OR
8 7181 Laminated I.G.:3/16°T Exterior Cap+318'Air Space+5/16•Laminated;(2)Liles of 1/8'A Glass wAh.090'PVB Interlayer 6 9 EQUAL
FLANGE LEG
'9 718'Laminated I.G.:1/6'A Exterior Cap+7/16°Air Space+5118'Laminated;(2)tiles of 118'H Glass with.090'SG Interlayer .7 1 9
10 718"La nirlated I.G.:118'T Exterior Cap+7116'Air Space+5116"Laminated;(2)Utes of 11W H Glass with.090"SG Interlayer 7 .9 GLASS TYPES 9 THROUGH 2 4
11 7/8"Laminated I.G,:3116"A Exterior Cap+3/9"Air Space 4 5MW Laminated;(2)Lites of 118"H Glass with.090'SG Interlayer 7 9 '18 MAY NOT BE USED W TH o
12 719°Laminated I.G.:3116"T Exterior Cap+3/B"Air Space+.511 B"Laminated;(2)Utes of 1151 H Glass with.090°SG Interlayer 7 9 J-CHANNEL OR INTEGRAL
FIN FRAMES. Fll�13 7/81 Laminated I.G.:118'A Exterior Cap+5116'Air Spaoe+7116"Lamfrated;(2)Utes of 3116'A Glass with.090"SG interlayer 8 9
14 7/8'Laminated LG.;1/W T Exterior Cap+5116'Ah Space+7716'Laminated;(2)Lees of 3116'A Glass with.090'SG Iniedayer 8 9 GLASS TYPES 6,.7,9,11,13
15 7181 LaminatedI.G.:3116•A ExterioYCa +114'AlrS ce+7/16"Laminated;(2)Utes of3/15A Giese with.090"SG Inlerl er 8 9 8 15.MAY NOTBE USED IN
Ir P &15 MAI NOTE E 30'. J-CHANNEL INTEGRAL
i6 718'LaminatedI.G:3115'T Exterior Cap+114'Ah Space+WW"Laminated;,(2)Lltes of3116'A Glass with.090°SG Irderiayer 8 9 SILICONE HOTMELT atiTYlf
ALIN NUM
TABLE 2:ANCHORS INSTALLED THROUGH FRAME STRUCTURAL EIrETTf k9n.Waa MN. % SILICONE 1
GrptjP Anchor Substrate STRUCTURAL 3/16'NOM•
Dlsutnce FmbedmenY v4•NQM. Ia1AAt
POLYISOBUTYLENEWITH
p10 SMS P.T.Southern Piro(SG=0.55) 7 1 1 w1TH DESICCANT DESICCANT DES NOTE SEE DETAILS AND DIMENSIONS ON SHEET 11
Steel,A38' 318' 0.050'Calori,0 S.S.9. FXr.GLASS EXT.GLASSEXT.GLASor 4105.5.) Steal9ttm,AG53 Gh 33' 318' 0.0451•(18 Ge.) PBR# Descrlpfion� Material
A Alton nush,.8083.75' 318• 0,050'P.T.Southern Pine(5G�:55) 7116' 1318' 100 Komiried'm9 4SGTPS Spacer System
31fE steel Ultrecon Concrete(min.2.85 kso 1' 1418° INr.GLASS INT.GLASSSS. 101 Ouanex Super Spacer nXrwith Hot Mein Butyl Sx this
thl9wuled CMU;(ASTM Oso) 2.1/7 1-v4' 102 Duanex Duraseal Spacer Sheet.br
P.T.Southern Pkte4SG•0.55) 9116' 1x18' KODiSPACE SUPER Materials
412 EMs Steel,A36' 318• 8050• 10° to Ts t DURASEAL 103 Cardinal XL Edge Spacer
4SG TPS SPACER®NXT LeT SPACER
(steel,t8e0 S.B. Steel Stud,A653 Gr.33' 318° 0.0451"(is Ga.) REFERENCE TEST REPORTS:FTL-8717,8968 8 6970
or4109.SJ Alunimse,6063-TS 3!8' 0.063'
g Material MIn Fr Min.Fe
1/4'stsol Ultrecml P.T.Southam Pire(SG=0.55) 1' iaww POLYISO• DESICCANT FILL AREA
-TIC steel Cietefox P.T.Southam Pine(SG=0.55) 1" 131$ Steel Screw 92 kHl 120 ksf BUTY EE, 5118'NOM,
114'steel A re-Gator P.T.Southern Pete(SG=0.55) 1' 1415' 18-8 screw 50 ksf 95 kef SILICONE SFJU.
Concrete(min.2.85 kal) 11 1.314' 410 Screw 90 kal 110 its[ ROLL4FORMED rr-- 112'NITM,GLASS
1141 steel.Ntradon STAINLESS-STEEL I 100.103 ncI BITE iYP.
C UMutedCMU,(ASTM C&0) 2.117 1.114' Elco A&L Gstot49 57 ksi 96 ksi i
114'steel Cwteflax Corete(mm.3.35 KSI) t" 1314° 74
110 steel L9tracon Concrete(min.2B5 ksi) 2.1 M1 1.314' Elco410 SS Ellcooo Ct 155 ksi 177 ksi pR,GLASS 72
Concrete(min.3.35 kef) 24IZ' 1314: ereflex® 127.4 ksi 189.7 kef
eF0
U4'et el getetlex 6063-75 A1uMntah 16kef 22 ksi - VVOI 6CTRE'ISUD
D. Un9rotxed CMU,(ASTM 0090) 2-1L7 t•1/4' '
Concrete in.3.275 Rai) 1-117 1318' A38 Steel36 ksi 58 ksi bn'•GLASS. /Z .Tw smoptYPcs Klin the Flosiue
114'steel A99re-Gator Grouted CMU(ASTM 690' 21 7 Gr,33 Steel,Stud 33 Sik' 45 ksi' Ts EXT_ E�
XL EDGE. AxeptanceMi -Db/43P
1 MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE. q SPACER Expiration Dele j
'UNGROUTf:D CMU'VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. .15BY
'
Mi j
TABLE'S:ANCHORS INSTALLED THROUGH INTEGRAL FIN Mint Dade PrOduru `.
0
Group Anchor Sutwtrate Min.Edge Min.
Distance Embedment! ,• .,'. •., .. ���1`Q<JY LYNgrrl/✓q✓
1-112 Rng-ettank Rooting Nail P.T.MW Pine(SG=.55) 377 2-7116' TYP.GLAZING DETAIL
P.T.Southern Pine(SG=,55)
X10 Truest gad SMS Mumintmt,6083-751 3/8" 0.050" =Tit 58705
(ste81.18-8 S.S. VINYL CASEMENT WINDOW NOA(LM) $ 919/14 _ *^
or 411 S.S.) Steel Stud,Gr.37 318' 0.0451"(18 Ga.) _n.
F Steel;A36' ale" 0.050' c GLASS/ANCHORS/FRAME OPTIONS �S J ROSOWSKIOF
P.T.Southern Pirie(SG=.55) 9116• 1-378' c
012 EMS Aiumlwm 606375 3!8 0.063°
Steal,A35 378' 0.050' COPYRIGHT®2017
CERT.OF AUTH,t 196 0: "✓SS
(steel,1&''8 S.S. Stell stud,Gr.33•' 318" 0.050' m ✓�e/CONAL�E�`:,�
)
ar410 S.S.) 1070 TECHNOLOGY DRIVE "05!15117-JR-ANCHORS RE-GROUPED,
�
'MIN.OF3THREADS BEYOND THE METALSUIISTRATE. PGT INDUSTRIES,NO. N.VENICE,FL 34275. �c xe � A.LYNN MILLER,PZ
_ALL RIGHTS RESERVED (941)-480-1600' _ 'S CA-564q NTS ' 20F 11 �< MD-5540Q,0 �z B P•E,#mos
. L
t
TABLE 1:
Glass Table Sheet "A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description # # "H'=HEAT STRENGTHENED
Type 'T°=TEMPERED
5' We Laminated I.G,:1/8'A Exterior Cap+7/16"Air Space+5116•Laminated;(2)Lues.of 118'A Glass with.090"PVB Imedayer 4 B "Five,=.0go'TRosirao P.va
6 71W laminated I.G.:1/8"T Extedor Cap+'7/18'Air Space+5116'Laminated;(2)Utes of 1/8"A Glass with.D90"PV8 Interlayer 5 8 BY KURARAY AMERICA,INC.
7 71W Laminated L G.:311E A Exterior Cap+WS'Air Space+5116'Laminated; )Liles of 1/6'A Glass with.090•PV8 Imerla er 6 9 KUR_.O9o•SENTRY INC. INTERLAYER BY' gOX OR
pa t2 Y KIlRARAY AMERICA,INC. EQUAL
8 7/8'Lamlrlated I.G.:3/16'T Exterior Cap+318•All,Space+5/16'Laminated;(2)Lites of 1/8'A Glass velh.1790'PVB Interlayer 6 9 FLANGE LEG
'9 718'Laminated I,G.:1/8•A Exterior Cap+71161 Air Space+5116'Laminated;(2)Liles of 118"H Glass with.090"SG Interlayer 7 9
10 7/8"Laminated I.G.:118'T Exterior Cap+711E A)r Space+511E Laminated;(2)Lites of 1/8'H Gfass with.090•SG Interlayer 7 9 GLASS TYPES 9 THROUGH 2 4)
11 7/6"Laminated I.G.:3116"A Exterior Cap+318'AU Space+5116'Laminated;(2)Lhes of 1/61 H Glass With.080'SG Interlayer 7 9 '16 MAY NOT BE USED WITH
12 7/8'Laminated I.G.:3/161T Exterior Cap+318°AirSpace+.5/l 61 FIN FRAMES
Laminated;(2)Liles of I/W H Glass with.DSIW SG Intedayer 7 9 d-CHANNEL. INTEGRAL,
13 7!8°Laminated La:118'A Exterior Cap+5176'Air Space+7/1E Laminates;(2)Liles of 311E A Glass vrith,090°SG imedayer 8 9
14 71W Laminated LG.;1/8'T Exterior Cap+5116"Nr Space+7/16'Laminated;(2)Lites-of 3118'A Ofasa Win.09T SG Interiayer. 8 9 GlJ1SS TYPES 9,.7,9,11,13 I
15 7/6'Laminated I.G.:3/16'A Exterior Cap+114"Air Space+7116'Laminated:(2)Lites of 311E A Glesa with.D90"SG Interlayer 8 9 8 1SMAY NOT BE UBED IN ,_CHANNEL INTEGRAL
16 7/8'Laminated LG.:3116'T Exterior Cap+1/4'Alr Space+7116"Laminated;,(2)Lhess of 3116"A Glass with.090"SG Irderlayer 8 9 TME.HVNZ ABOVE 30'. FIN
ALUMINUM o
TABLE :ANCHORS INSTALLED THROUGHF E SNCONE 51RUCfURAL � HDT+AELREINFORCEMENT TBUTYL RE9IFOROELIENT 1 3
Groep Anchor Substrate Min.B:10 min. SILICONE
Dlstanse EmPedmeriC STRUCTURAL 1/A`NOft/. FOAM 3116'NOM. BlI7Yl8 Sn6'NOM.�
POLYISOBUTYLENE NOTE SEE DETAILS AND DIMENSIONS ON SHEET 11
P.T.Southam Pine(55.0.55) 7 1.37 WRH DESIDOANT OESICCAM DE91CCAOA n?-
Nl,+I" Steel,A36' We 0.050' ExT..GLASS
(Steel.188 B.S. Ext.GLASS D(T.GIASS
or 4105,1.) Steal Stud,A653 Gr.33• 318• o.D45f•pe Ge.) / � Pert# Description Material
A Alumimen,6063-TY 'JB• 0.050'
P.T.Southam Pine(SG=0.55) 7116' 1318' 100 Kommeding 4SG TPS Spacer System
311s'Simi Ultmem Concrete(min.2.85 ksl) 1. 138• INT.Goss INr.GLASS 101 Quanex Super Spacer nM with Hot Melt Butyl See this
LFgrouted CMU,(ASTM 090) 2.112' 1-1/4' 102
GLrS9; Sheet.for
P.T.Southem Pine(SG-0.55) 9118• 1-Ts' KODfSPACE SUPER O 102 Cardinal
Duraseal Spacer materials
ni2srns �4SGTPS (a SPACEONXT- @SPACER-- 703 Cardtlal�.EdgeSpacer
Steel,AW 318' Q050' O `-'
(steel,0 S. .) Stwl Stud,AM Gr.33• 318' OA451"(18 Ge.) SPACER REFERENCE TEST REPORTS:FTL-8717.8968 8.8970
of 4109,S.)
g Aluminum.6063-iS 318• 1 0.063' Matetlal Mtn:Fy Min.F„
La'steel Ultwon; P.T.Southern Pine(SG=0.55) 1• 1318' POLYLSG- -DESICCANT FILL AREA
Steel Screw 92 ksl 120 kst 9UTnENE
1hr steel Crete&x P.T.Sputhem Pine{SG=0.55) 1' 1-38' SEAL 5116`NM
1"Screw 60 ksl 95 ksi
114'steel AggmGator P.T.Southern P'me(SG=0.55) 1' 13B' BILICONE SEALt"12'rNOI,GUISS
Concrete(min.2.85 kal) 1' 1-314" 410$crew 90 kel 110 ksl ROLL-FORMED P.
114'stool Ultracon STAINLESS STEELc UNguted CMU,(ASTM C90) 2.112" 1-114• Elco Aggre-Gators 57 kei 96 ksi
114•steel Cretellex Concrete(min.3.35 kei t" 1314' Eloo UllraOonS 155 ksi 177 ksi EXT.GLASS 114 steel tlltmcon Cmwrete(min.2B5 ksi) 2.1/7 1314' 410 SS Elco CreteFlex® 127.4 kei 189.7 keiConcrete(min.3.35 ksi) 2.117 1314 114'areal Crefeitax 6063-TS Alumintml 16 ksi 22 ksi girtOr}k1C7 RFIASM
Ungtouted CMU.(ASTM.090) 2.112' 1-114. ksi 1-1/7 1318' A36 Stee 36 ksl 58 ksi INT.GLASS av cam?I21dcsteel AgVre Gator CarleCsJD 2' 7 Gr,33 Steel,Sled 33 k'st 45 ksi' XL EDGET" aTERtO'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ��SPACEREpirationUNGROUTED CMU'VALUES MAY 861USED FOR GROUTEq CM11 APPLICATIONS. '
By C
TABLE,3:ANCHORS INSTALLED THROUGH INTEGRAL FINNwn Dade Produar
Group Anchor Substrate I L Ed
.Be MIFL
Fmbedmerir y •' "•' ; .. '``11 NY LYJtI& ✓✓✓
2-10Rirq Shenk Rooing Nail P.T.Southern Pine(SG=.55) 318' 2.7116" TYP.GLAZING DETAIL +�a•: �eENs�a'•.!�'��
P.T.Southern Pine(Sr--.55) - 117 1.318" ?r
#10 Trusshead SMS$•s.
el 18e Al anmlan,6083 T5' 3187 0'050 VINYL CASEMENT WINDOW NOA(LM) 8 9/9114
(ste _ *~ I
or 410 S.S.) Steel Stud Gr.Sr 3/B" 0.0451'(18 W.) =-v
F Steel;A36' 3187 0.050" 'GLASS/ANCHORSIFRAME OPTIONS g�t J ROSOWSK) OF
P.T.Southem Pina(SG-.55) 9118" 1'18" x •, ,e
012 SMS ® 8 moi, - LORIDt'. •\"��� ,
Aluminium 605375• 318' 0.063' CERT.OF AUTH.ErtB296 ° ✓'ss,"•••••'•• �`�
(Steel,tDS.S.): Steel stud,Or.33** 318' 0.050 1070 TECHNOLOGY DRIVE m 05!75/17-JR-ANCHORS RE-GROUPED. ✓h/�nNAL JE%%
Steel,A36• 3/8' 0.050" COPYRIGHT02017 e {
'MIN.OF37HRFJID$BEYOND THE METAL SU85TRATE. PGT INDUSTRIES,INC. N.VENICE,FL 34275 g _ o ...; ;
ALL RIGHTS RESERVED (941)480-1600 N CA-5540 NTS 20F 11 z MD-5540Q,0 zz B A.LYNN,aMILLER58705 Pg.
1
f
INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3
NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETE/CMU.
ANCHORED THROUGH —�–EDGE DISTANCE
SEE NOTE 2,THIS SHEET.
FRAME INTO 2X WOODEMBEDM1/4"MAX.SHIM SEE SHEETS 10 811 EMBEDMENT
FRAME OR BUCKSTRIP. /—FOR HARDWARE 1/4"MAX.SHIM •
SEE NOTE 2,THIS SHEET. �� EMBEDMENT
ENT gp 4
FLANGE
FRAME - –_ — 88 ^� EDGE
SHOWN �� DISTANCE
❑ EDGE g —
L1/4"MAX.SHIM DISTANCE n o 0
15TYP.ANCHOR TYPE, o a
Q�Li EMBEDMENT AND o TYP.ANCHOR TYPE,
EMBED�
8 EDGE DISTANCE PER
SUBSTRATE.SEE _ EDGE DIISTANCE PER,
SEE SHEETS TABLE 2,SHEET 2. SUBSTRATE.SEE
10&11F R o TABLE 2,SHEET 2,
TYP.ANCHOR TYPE. (HINGE JAMB)
HARDWARE 11 2 EMBEDMENT AND EDGE •e. 63 c
DISTANCE PER SUBSTRATE, 11 VISIBLE LIGHT WIDTH �{ 62
HD REINF. [] 85 SEE TABLE 2.SHEET 2. FLANGE 15 EXTERIOR
(LOCK JAMB) FRAME HD REINF. EQUAL-
SHOWN LEGIBOX
RRAME
FRAME
❑ o NOTES: BUCK WIDTH SHOWN
O
HORIZONTAL SECTION A-A
1)USE ONLY
QD�I SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
ANCHORS LISTED ON TABLE 2, HINGE 8 REINFORCEMENT
SEESHEETS
VISIBLE � SHEET 2.FOLLOW EMBEDMENT AND
BUCK 10 8 71 FOR
HEIGHT LIGHT HARDWARE EDGE DISTANCE LIMBS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMlSTEEL FRAMING OR STEEL STUD.
HEIGHT INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2.
5 BE USED ON ANY SIDE OF THE 1/4"MAX.
WINDOW. SHIM !
10 O 1/4'MAX.SHIM
STD.REINF. 2)MASONRY ANCHORS MAY BE USED I I
INTO WOOD AS PER TABLE 2,SHEET
STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN O�
72 HINGE 8 REINFORCEMENT, 1-1/2'THICK ARE TO BE CONSIDERED o
87 (ALL SIDES) 1X INSTALLATIONS.IXWOOD BUCKS
SEE SHEETS 10 811 ARE OPTIONAL IF UNIT IS INSTALLED
FOR HARDWARE DIRECTLY TO SUBSTRATE.WOOD Q
11 O BUCKS DEPICTED AS 2X ARE 1-1/2"
THICK OR GREATER.1X AND 2X TYP.ANCHOR
HD REINF. D BUCKS(WHEN USED)SHALL BE TMP AND EDGE E.EMBEDMENT
EXTERIOR DESIGNED AND SECURED TO FRAME O�� DISTANCE PER LEGIBOX a�� EXTERIOR zc .mDlyft ith tho Florl&
G7 EQUAL PROD=REVISED
PROPERLY TRANSFER LOADS TO SUBSTRATE,SEE
SEE SHEETS THE STRUCTURE.WOOD BUCK SHOWN FRAME wadiagcode
10 811 FOR DESIGN AND INSTALLATION IS THE 3 TAB INGE HJAMB 2 SHOWN �0�,�Dft' /�'
HARDWARE QOD TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER o ( ,�/, P
AND EDGE DISTANCE PER SHOWN)
SUBSTRATE.SEE TABLE 2,SHEET 2. OR ARCHITECT OF RECORD. By
EXTERIOR Miami
EQUAL-LEGIBOX 1/4"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION nn INSTALLATION
FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION
OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH
BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ��pNY•LYNq/�i
EMBEDMENT •,jJ
No.58705 r
A VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14
EDGE DISTANCE VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEGBOX FRAMES Pi' J ROSOWSKI ��p�:. MTF�•'����
INSTALLATION WIDTH:BUCK WIDTH-8-3/4" ¢
VERTICAL SECTION B-B HEIGHT:BUCK HEIGHT-6314 ® FS '• RID?,.•'
OPTION 2 SHOWN WITH HEAVY-DUTY SASH, CERT.OF RUTH.#29208 m �'1/01VAL EN�`��\
ANCHORED THROUGH HINGE 8 REINFORCEMENT 1070 TECHNOLOGY DRIVE ;,05/15/17-JR-NO CHANGES THIS SHEET. /I 1111 111111
FRAME DIRECTLY INTO _ ___ ___ __. _._ __________ .._____.__ __._ _____.._ _._COPYRIGHT 0 2017- ¢
CONCRETEICMU. PGT INDUSTRIES,INc. N.VENICE,FL 34275------ -
ALL RIGHTS RESERVED (941)-480-1600 H CA-5540 v. NTS � 3 OF 11 E i MD5540C.0 z° B A LYPNN MILL705
ER.PZ
INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3
NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
OPTION 1 _—T DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU,
ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET.
FRAME INTO 2XWOOD - 1/4'MAX.SHIM _SEE SHEETS 10 8 11
FRAME OR BUKSTRIP. / FOR HARDWARE 1/4'MAX.SHIM )+— EMBEDMENT
SEE NOTE 2,THIS SHEET. / � EMBEDMENT
FLANGE IEMBEDMENT 80 4
86 ^� EDGE
SHOWN 1—.--L L�--•f�� DISTANCE
❑ EDGE 6 —
E114°MAX.SHIM DISTANCE Q o ILJI
15 QOD TYP.ANCHOR TYPE, o o D I TYP.ANCHOR TYPE,
EMBEDMENTAND ❑ o ❑ EMBEDMENTAND
6 EDGE DISTANCE PER
SUBSTRATE,SEE EDGE DISTANCE PER
SEE SHEETS TABLE 2,SHEET 2. SUBSTRATE,SEE
10811 FOR o o TABLE 2,SHEET 2,
HARDWARE 2 TYP.ANCHOR TYPE, —
,e
11 _ EMBEDMENT AND EDG (HINGE JAMB)
E 0 63 -
f DISTANCE PER SUBSTRATE, 11
HD REINF. O Q I 85 FLANGE 15 VISIBLE LIGHT WIDTH 62 EQUAL-
llll SEE TABLE 2,SHEET 2. FRAME EXTERIOR
(LOCK JAMB) HD REINF.
SHOWN LFRAME
EGIBOX
t� NOTES: BUCK WIDTH SFHOWN
1SS> ❑ 1)USEONLY HORIZONTAL SECTION A-A
QOD� SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH,
SEE SHEETS ANCHORS LISTED ON TABLE 2, HINGE 8 REINFORCEMENT
VISIBLE SHEET 2.FOLLOW EMBEDMENT AND
BUCK LIGHT 10 811 FOR EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD.
HEIGHT HEIGHT HARDWARE �' INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
5 BE USED ON ANY SIDE OF THE 114°MAX
WINDOW. SHIM
10 � 1/4°MAX.SHIM
STD.REINF. 2)MASONRY ANCHORS MAYBE USED
INTO WOOD AS PER TABLE 2,SHEET
STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN ���
72 HINGE&REINFORCEMENT, 1-12'THICK ARE TO BE CONSIDERED n o
67 (ALL SIDES) 1X INSTALLATIONS.1X WOOD BUCKS f L
SEE SHEETS 10&11 ARE OPTIONAL IF UNIT IS INSTALLED u
FOR HARDWARE DIRECTLY TO SUBSTRATE.WOOD Q
BUCKS DEPICTED AS 2X ARE 1-12° TYP,ANCHOR
HD REINF. Q THICK OR GREATER.1XAND 2X ❑ TYPE,EMBEDMENT ❑
EXTERIOR BUCKS(WHEN USED)SHALL BE AND EDGE
DESIGNED AND SECURED TO FLANGE EQUAL a PRODUCTREVISED
PROPERLY TRANSFER LOADS TO FRAME oo� DISTANCE PER LEG/BOX EXTERIOR a cemplying with tho Fldlda
SEESHEETS THE STRUCTURE.WOOD BUCK SHOWN SUBSTRATE,SEE FRAME ��(� Bu{IdiagCodo ,1
10&11 FOR DESIGN AND INSTALLATION IS THE TABLE 2,SHEET 2. SHOWN V Aeceplmree
HARDWARE QOD TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER o (HINGE JAMB �pirmio bele
AND EDGE DISTANCE PER SHOWN) ,
OR ARCHITECT OF RECORD. /� By
SUBSTRATE.SEE TABLE 2,SHEET 2. EXTERIOR Miami ub Product
EQUAL-LEG/BOX 1/4'MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (� INSTALLATION
FRAME SHOWN (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION
OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH IV
^ I BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ��•.,1.T•CEN•••••N��
EMBEDMENT � a
i No.58705
VINYL CASEMENT WINDOW NOA(LM) S 9/9114
VISIBLE LIGHT FORMULAS t FLANGE&EQUAL-LEG/BOX FRAMES gym" J ROSOWSKI
EDGE DISTANCE o o �O�' ST TE F
INSTALLATION WIDTH:BUCK WIDTH-0314^ a C� •c10R1OP,.•' C�
VERTICAL SECTION B-B HEIGHT:BUCK HEIGHT-6.314° is •••....
OPTION 2 SHOWN WITH HEAVY-DUTY SASH, CERT.OF AUTH.B29296 m ''�S701v
ANCHORED THROUGH
FRAME DIRECTLY INTO HINGE&REINFORCEMENT COPYRIGHT®2017 1070 TECHNOLOGY DRIVE '05/15/17-JR-NO CHANGES THIS SHEET, II I I I 1 111111
�
CONCRETE/CMU. ------ - --- - ---- --- PGT INDUSTRIES,INC. N.VENICE,FL 34275- - ..
ALL RIGHTS RESERVED (941)480-1600 CA-5540 ,� NTS y 3 OF 11 i M D-5540C.0 z B A.LYNN Ji 'RE
7/8"NO7/8"NOM. -►{ 7/8"NOM. 718"NOM.
5/16 A/A PVB I 5116"A/A PVI3 I 5/16"AIA PVB I I 5/16"A/A PVB
7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE T%m4CTREVl9w
m ccmatyingwfth{Ilo pbpkla
1/8"A GLASS � 118"T GLASS 3/16'A GLASS 3/16"T GLASS �Iae6rAae?40` -Otot4.1
EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Lcyfrcf�wA 1 �a 902D
cR1.
3 100.103— 100.103 100.103' PPtMzct Cozens"
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
m 05/15/17-JR-NO
CHANGES THIS SHEET.
-►{ 7/8'NOM. -►{ 7/8'NOM. Imo- -�{ 718"N M. 7/8"N M. �+-
I I I I Y en
6"HSG 5/i6"HSG 5116"H/H SG 5/10 U
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n H y u� >Iw c
118"AGLASS— 1/8"T GLASS C7 w 6 w
3/16"A GLASS 3116"T—GLASS--\ 09,
x
`•J EXTERIOR EXTERIOR `�EXTERIOR G]EXTERIOR O LL ¢ "8'4
zgu
` =W� oma �
UUo
10o,� aN
100.103 100.103 0.1D3 100-103 1 <
Z m n Q Q 1•,xa
w
GLASS TYPE 9
GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12Z o 0
`� s laays
7/8'NO7/8'NO718'NOM. �— 716"NOM. ® W Q co
I I z
7116"A/A SG 7/16"A/A SG 7/16"A/A SG 7116"A/A SG o CQJ 0
5116"AIR SPACE 5H6"AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE
1/8'A GLASS 118"T GLASS 3116'A GLASS 3/16"T GLASS " Z U I
> C7
EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR e111 •asap saua5
100.103 100.103 100.103 100.103 \ONY LYryN �,,� I
VIC
GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 *r No.587Ds "
GLAZING NOTES:
A'=ANNEALED
'H'=HEAT STRENGTHENED - 1
-r=TEMPERED •, p/y ��
"PVB'=.080"TROSIFOL0PVB O STA
BY KURARAY AMERICA INC. GLASS TYPES B THROUGH GLASS TYPES 5,7,9,11,13
'SG'=.080"SENTRYGLAS®INTERLAYER BY KURARAY '16 MAY NOT BE USED WITH g 15 MAY NOT BE USED IN %�s '•R.��RIDP,.•'G���
AMERICA,INC. •F N FRAMES R INTEGRAL THE HVHZ ABOVE 30'. ��,0 1 L
1111111 tt1
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. .
- -� _ - A.LVNN MILLER,P.E. �
2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E.p 68705
V
t
-+{ 7/8'NOM. �- --+-{ 7/8'NO7/8'N M. 718'N M.
5116"A/A PVB I 5/16"A/A PVI3 I 5/16"A/A PVB I 5/16"A/A PVB
7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE p � Vyg�
1/8"A GLASS 1/8'T GLASS 3/16"A GLASS 3/16"T GLASS tom�iymsvntb the P6atA8
Aou*tma N.
EXTERIOR a EXTERIOR a EXTERIOR a
EXTERIOR t omfl Code
L�yfreclunDr£e f
By
100-103 10-10 03- -• 100.103 100.103 T5i {ePrMw
Al 1
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8
m 05115/17-JR-NO
s CHANGES THIS SHEET.
-�{ 718'NOM. -►{ 7/8'NOM. �- -�{ 7/8'N M. WN �+-
1 I I Iv Y m
>_ rn EO
� tia
5116 H1H AG5/16"H!H SG 5116"H/H SG 5/16"HM SG A q Q, 0 U
7/16"AIR 7/16"AIRSPACE 3/8"AIRSPACE 3/8"AIR SPACEOIC-11 eta
1/8"A 1/8"T GLASS--\ 3116"A GLASS 3116"TGLASS OJ C]EXTERIOR EXTERIOR EXTERIORz UUUo t-B0 100.103 100.103 tOD-103 Z a O y„o
GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 z W o LL
z `'
-�{ 7/8"NO718"NOM. -►{ 7/8'NOM. fF 7/8"NOM. ® " z ¢ Z
LU
7/16"A/A SG I 7/16"A/A SG 7/16:'A/A SG I 7116"A/A SG I rn ark
5/16"AIR SPACE 5/16"AIR SPACE 1/4"AIR SPACE 1/4"AIRSPACE--\ J z
118"A GLASS 1/8"T GLASS--\ 3/16"A GLASS 3/16"T GLASS--\
EXTERIOR EXTERIOR a EXTERIOR a EXTERIORLy
a/il 'asap sal.as `
`\\\11 rlrrr 1
100.1D3 100.103 700-103 100-103 `�����`QN CENSF �C����
GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 `* No.5B705
GLAZING NOTES: <c
_
"A'=ANNEALED
'H"=HEAT STRENGTHENED -_-0 y -
T=TEMPERED ��a `�I :•���` i
'PVB'=.090'TROSIF ® 0 SOLPVB �,�'•, TTT Fr
BY KURARAY AMERICA,INC. GLASS TYPES 9 THROUGH GLASS TYPES 5,7,9,11,13 ' Cc •'•R,L ORIDP,.•'G����
16 MAY NOT BE USED WITH 815 MAY NOT BE USED IN 'i s
'SG'=.090'SENTRYGLAS®INTERLAYER BY KURARAY ��S/ •""' N j
AMERICA,INC. J-CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. rrr ANAL \��\
•FIN FRAMES • rrrli 11 l\\\
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2.---- - - - - - - ----- - - :-- -- -- -- - A.LYNN MILLER,RE -
2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E.058705 i
NOTES:
TABLE 4:
Window Design Pressure,(+f-pat) standar6 U.m6 tade 1)SUCK DIMENSIONS SHOWN.
Saah,Spea fal,'@88
118'A CAP,AIRSPACE,1/B•A..090'PVB,116•A 1&i4olcame Type: 2)FOR SIZES NOT SHOWN,
Window Buek Width(In) AVAILROUND UP TO THE NEM
Donensions 24 26 28 30.683 31.052 31.431 31.819 32.217 32625 33.043 33.472 33.912 34.365 36.829 35.306 35.787 36 DIMENSION. OR HEIGHT
DIMENSION.
48 +651-70 +65'-70 +651-70 +651-70 +651-70 -651-70 +651-70 +65/-70 +651-70 +651-70 +69-70 +651--70 +651-70 +651-70 +651-70 +651.70 +651.70
60 +651-70 +65f-70 +651-70 +651-70 +851.70 +8&.69.7 +851.69.2 +65'-68.6 +65.68.1 +651.6/.5 +65/-87 +65/.66.5 +651-65.9 +65/-65.4 +/.64,9 +164.4 +1-64.2
66 +6&-70 +651-70 +85f-70 +65168.7 +6&48.1 +6&67.5 +651-67 +65166.4 +6&65,8 +6W65.3 +164.7 +164.2 +/63.6 +163.1 +/625 +162 +161.8
70 +651-70 +651-70 +65f-70 +6W67.5 +86166.9 +651683 +65165.8 +65165.2 +164.6 +164.1 +163.5 +1629 ,+162.4 +161.8 +161.2 +160.7 +160.5
71.593 +651-70 +651-70 +651-70 +6W67.1 +85168.5 +65165.9 +65165.3 +/64.8 +/642 +/63.6 +163 +1625 +161.9 +161.3 +160.8 +160.2 +160
72 +651-70 +651-70 +651-70 +651-67 +65f66A +85165.8 +65165.2 +164.7 +164.1 +/63.5 +162.9 +162A +161.8 +/-61.2 +/60.7 -+/-60.1-
73 +651.70 1 +651-70 M-65W-70
+65/66.7 +fiW66.1 +65A SSA +165 +164.4 +/63.6 +/63.1 +162.6 +1621 +161.5 +1.61 +/60.4
74 +651-70 +651-70 +65166.5 +65165.9 +6&653 +164.8 +163.7 +162.9 +1623 +161.7 +161.3 +160.8 +/60.4
15 75 +651-70 +651-70 +65168.2 +65165.7 +164.7 +163.8 +163 +/�.2 +/61.5 +160.8 +/60.3 +1.59.9
?�1 76 +651-70 +661-70 +6&68 *6&65.1 +164 *163.1 +162.4 +/61.6 +/60.8 +160 -ANA
+4 77 +651-70 +6&-70 +65165.2 +164.3 +/63.3 +162.5 +/61.8 +/61 +160.2 +1-59.3
to
78 +6&-70 +6&-70 +164.3 +163.6 +1.827 +161.9 +/61.2 +/60.4 +168.8 MAX.JAMB O.C.SPAGNG IF
79 +8&-70 +6W-70 +163.7 +/62.9 +1621 +161.4 +/60.6 +/59.8 ANCHORING THROUGH THE FRAME PER mX'O.C.SPACING IF ANCHORING
80 +6&-70 +6&-70 +/63.2 +162.4 +/61.6 +160.8 +160 SHEETS3&4 THROUGH THE INTEGR4L FIN PER SNEET4
81 +6&-70 +651-70 +65169.8 ./62.6 +161.8 +161 +160.2 APPLIES TO 8,C OR D ANCHORS APPLIES TO FANCHORS
82 +851.70 3
-70 +65/69.8 +162.2 +161.3 +160.5 (SEETABLE 2) (SEETABLE3)
83 +65-70 +651-70 +65169.5 +161.7 -/60.8
]2.67° 4'
84 +65-70 +651-70 +65169.3 +161.3
GLASS TYPES 5,7,B,t t,13
&15 MAY NOT BE USED IN
TABLE 6: THE HVHZ ABOVE 30'.
Window Design Pressure,(+!-pof) monde° �eHia°tle
Bash&pea rer Okse B
118'T CAP,AIRSPACE,118'&.090'PVB,1/8'A Rw_ Type;
Y,r„�w Buck Width(In)
Dimensions 24 26 28 30.683 31.052 31.431 31.819 32.217 32625 33.043 33.472 33.912 34.385 34.829 35.306 35.797 36
46 +BSI-70 +85 70 +85170 +6&-70 +65/-70 +6&-70 +651.70 +6&-70 *851-70 +651-70 +651-70 +651.70 +6&-70 +6&-70 +6&-70 +6&-70 +65470
60 +851-70 +651-70 +8&-70 +8W-70 +651-70 +651.70 +651 70 +651.70 +651-70 +6&-70 +651-70 +651.70 +65470 +651-70 +BW-70 +65/-70 -651-70
66 +85.70 +B&-70 +651-70 +651-70 +65/-70 +651.70 +6&-70 +651.70 +8W-70 +6&-70 +BW-70 +6&-70 +851-70 +6&-70 +651-70 +65/-70 +65170 -
70 +6&-70 +6W-70 +69-70 +651-70 +651.70 +651.70 +651-70 +651-70 +8&-70 +6&-70 +651-70 +8&-70 +6&-70 +551-70 +651-70 +651.70 +651-70
D76
+651-70 +69-70 +651-70 +651-70 +851-70 +651-70 +651-70 +651-70 +851-70 +651-70 +651-70 +69-7D +8&-70 +65/69.6 +6&�.2 +85168.7 +8&68.6
+69-70 +851-70 +65/-70 +651-70 +851-70 +651-70 +651-70 +69-TO +69-70 +6&-70 +651-70 +651.70 +65169.7 +65/69.2 +65168.8 +&5168.3 !
_ +6&-70 +651-70 +6W-70 +651-70 +8&-70 +69-70 +6&-70 +651-70 +651-70 +651-70 +65169.6 +6&69.1 +6&68.6 +65/-68.2 +&5167.7
+651-70 +651-70 +051.70 +651-70 +6W-70 +6&-70 +69-70 +651-70 +65/69.8 +65169.2 +65168.8 +6&68.1 +65167.6 +65/67.1 I
ta +6&-70 +65'-70 +8&-70 +65/-70 +651.70 +651-70 +69.70 +657-761 +8&69.1 +By-68.4 +6&$7.6 +85167 +65/6b.5 PRODUCT REhSED ;
es-toplyinB With 1ln FtMidz
-4a44 +B&-70 +6&-70 +89-70 +8&-70 +8&-70 +6&-70 +89-70 +85/68.3 +85/68.4 +8&67.8 +6966.7 a6W68 8 � ( .O(c ld.14 }
m5 +M-70 +69-70 +89-70 +651.70 +651.70 +651.70 +66169.5 +65168.6 +65167.8 +6W68.8 +651659ADae+851-70 +69-70 +851.70 +651.70 +69-70 +6969.7 +66168.8 +65168 +65167.1 +6968.2 MAX.JAMB O.C.SPACING IF
79 +6W-70 +851-70 +6&-70 +65/70 +8969.9 +65169 +6&68.2 +65167.3 +65/68.4 ANCHORING THROUGH THE FRAME PER MAX.O.C.SPACING IF ANCHORING AY
80 +69-70 +6&-70 +851-70 +651.70 +6&69.3 +6&68.4 +6&67.5 +66160.6 SHEETS 3&4 THROUGH 7HEINTEGRALFIN PER SHEET 1"Il l e
81 +69-70 +89-70 +69-70 +6969.6 +651687 +6967.0 +8&66.9 APPUES TO B,C OR D ANCHORS APPUES TO FANCHORS '
82 +BW-70 +651-70 +651-70 +65169.1 +69652 +8967.2 (SEETABLE2) (SEETABLE3) 1111111111/J/ I
83 +69-70 +651-70 +6&-70 +6968.6 +85167.8 ,
ea +s97o +e9ao *s5/.7o +6968.1 1267° a \\�.�aONY ENN/y�i,,�/
• :VINYL CASEMENT WINDOW NOA(LM) 0 919/14 =i1'�•
P10.58705 � 7
o DESIGN PRESSURE TABLES A om J ROSOWSKIL
�O',
CERT.OF AU7H.#29298 m i,/C�ss•F<ORIDP,,-'G��� S
COPYRIGHT 02017 1070 TECHNOLOGY DRIVE 05115/17-JR-NO CHANGES THIS SHEET. NALI w%
- - N.VENICE,FL 34275
- -- PGT INDUSTRIES,INC. a A.LYNN MILLER,P.E.
ALL RIGHTS RESERVED (941 80-1600 CA-5540 ,� NTS y BOF 11 i MD-5540C.0 z= B P.E.0 56705
4
f
TABLE 4: NOTES:
Window Design Preaeure,(+1•pad Standard use tan IBNR 1)BUCK DIMENSIONS SHOWN.
6mb.mW& for Gw.
118'A CAP,AIRSPACE,118"A..090'PVB,1/6'A f6inlcme,mn rye; 2)FOR SIZES NOT SHOWN,
Window Buek Width Qn) ROUND UP TO THE NEXT
Dimensioees TA 28 28 30.883 31.052 31.431 31.819 32.217 32.825 33.043 33.472 33.912 34.365 34.829 35.308 35.797 36 AVAILABLE WIDTH OR HEIGHT
DIMENSION.
48 +651-70 +651-70 +651-70 +65t-70 +651-70 +6S1-70 +651-70 +651.70 +65170 +651-70 +651-70 +651-70 +651-70 +651--70 +65/-70 +651.70 +851-70
60 +857-70 W51-70 +651-70 +651-70 +65/-70 +651-M7 +651692 +651•68.6 +651.68.1 +651$/.5 +651.67 +651-66.5 +651-65.9 +651.65.4 +/64.9 +/464.4 +/.64.2
66 +65/-70 +851-70 +851.70 -851438.7 +651.68.1 +65167.5 +65167 +85.68.4 +65165.8 +651.85.3 +164.7 +164.2 +/63.6 +1413.1 +/62.5 +162 +161.8
70 +65-70 +65-70 +651-70 +65/67.5 +6566.9 +6548.3 +65165.8 +85652 +/64.8 +164.1 +/-as +/-BZD -/62.4 -161.6 +/61.2 +/430.7 +160.5
71.593 +651-70 +65-70 +65-70 +651-67.1 +85168.6 +6565.9 +65165.3 +/434.8 +/E72 +163.6 -1433 +/625 +/61.8 +161.3 +/60.8 +1430.2 +160
72 +85-70 +65-70 +85-70 +6567 +6566.4 +8565.8 +65/-65.2 +/464.7 +1434.1 +/63.5 +1432.9 -162.4 +161.8 +/61.2 +/-60.7 +/-6D.1
73 +65-70 +85-70 +651-70 +651.68.7 +1651436.1 +651-65.6 +/65 +1434.4 +/63.5 -/63.1 +/-62.8 +1462.1 +/61.5 +161 +/•60.4
74 +85.70 +65.70 +65-70 +65/68.5 -8565.9 +65-653 +1434.6 +163.7 +1432.9 /-m3 +1-61.7 -/-61.3 +/430.8 +1430.4
75 +65.70 +651-70 +651-70 +6514382 +65-65.7 +164.7 +163.8 +/-63 +1g12 /-61.5 +160.8 -160.3 I +/.6g.8
76 +65.70 +651-70 +65-70 *65.68 -8565.1 +164 -163.1 /432.4 +1431.8 +160.8 +160 -1-58.4
y 77 +65.70 +65-70 +65-70 +65/-65.2 +!434.3 +/63.3 -14325 +161.8 /61 +160.2 +169.3
m
78 +85-70 +6540 +65/-70 +164.3 +1.63.6 +1627 +/61.9 *161.2 t/6p,4 +158.8 MAX,IAMB O.C.SPACING IF
79 +65-70 +85-70 +65.70 -163.7 +142.9 +/62.1 +161.4 +/460.6 +/59.8 ANCHORING THROUGH THE FRAME PER MAX.D.C.SPACING IF ANCHORING
80 +85-70 +65-70 +65-70 -163.2 +162.4 +161.6 -/430.8 +160 SHEEfS3&4 THROUGH THE INTEGRAL FIN PER SHEET
81 +651-70 +65.70 +65-69.6 +/62.8 +1-61.8 +/431 -160.2 APPLIES TO B,C OR D ANCHORS APPUESTO FANCHORS
82 +65-70 -65.70 +85169.8 /62.2 +/-61.3 +1430.5 (SEETABLE2
(SEETABLE 3)
83 +69-70 +651-70 +65-9.5 +/-61.7 /60.8
]2.67" 4"
84 -65-70 -65470 +85169.3 +/-61.3
GLASS TYPES 5,7,9,11,13
&15 MAY NOT BE USED IN
TABLE 6: THE HVHZ ABOVE 30'.
Window Design PLeasure,(+6 p" 6aW-W foo U.ft ttbl. 6
118'T CAP,AIRSPACE,110'A.090•'PVB,118'A fieYdorce typ.: i
Wirttluw Buck W1kIM(in) .
Dim mlore 24 26 28 30.683 31.052 31.431 31.819 32217 32.625 33.043 33A72 33.912 34.365 34.829 35.306 35.797 36
48 +65-70 +651-70 +65-70 +85-70 +65-70 -65/40 -65-70 +65-70 +85-70 +651-70 +65-70 -651-70 -65-70 +851-70 +65.70 +65-70 +6540
60 +65-70 +851-70 +1151-70 +65-70 +651-70 +65-70 +65-70 +65.70 +65 70 +65-70 +651-70 -65-70 +65-70 +65170 +65-70 +65470 +651-70
66 +851-70 .69-70 +65/-70 +69-70 +651.70 -05-70 +65-70 +651.70 -65-70 +651-70 +65-70 -65-70 +65-70 +85-70 +65-70 +651-70 +651-70
70 +85-70 665-70 -651-70 +65/-70 +661-70 -85-70 +6570 +65.70 +65-70 +65-70 +65-70 +65-70 +65-70 +65-70 +85.70 +65.70 +65-70
71.593 +65.70 -65.70 +65-70 +651-70 +65-70 +851-70 +651-70 +85-70 +65-70 +851-70 +65-70 +651.70 +65-70 +6559.6 +6569.2 +85-68.7 +8568.6
72 +65.70 +65.70 +6570 +85-70 +65-70 +6570 +65-70 +65-70 +65-70 -651-70 +651-70 +65.70 -65169.7 +6569.2 +65168.8 +856&3
73 +69-70 +65-70 -6570 +651-70 -661.70 +651.70 +651-70 +65-70 -65.70 +651-70 +65-69.8 +65-69.1 -656&6 +65168.2 +85!67.7
c 74 +65.70 +65470 +69-70 +69-70 +65170 -65-70 +651-70 +69-70 +89-69.8 -65-69.2 +69-68.6 -6568.1 +65167.6 +6567.1
75 +65-70 -85-70 +65-70 +85-70 +651-70 +651-70 +65.70 +65-7D +851-69.1 -6568.4 +85167.6 +8567 +65!66.5 PRODUCT REVISED j
m cemptYal8 with Bee Flexidz t
78 x85-70 +85-70 +65-70 +85-7D +85-70 +69-70 +65.70 +85-69.3 +651-68.4 +85-67.8 +656&7 +65168 BuldlaBe i
T7 A �1ao! -oro14.16
m
-89-70 +65-70 +69-70 +651-70 +651.70 +651.70 +6569.5 +W-69.6 +65-67.8 +6966.9 +6965.8 L
78 +89-70 +89-70 +851-70 6651-70 +65-70 +85168.7 +85168.8 -8968 +6967.1 +8968.2 MAX.JAM 0.C.SPACING IF �
79 +651 +6970 +69-70 +8970 +8969.8 +8969 -8968.2 +&5167.3 +6.5168.4 ANCHORING THROWH7HEFRAME PER MAX.O.C.SPACING IF ANCHORING Ay
80 -89-70 +89.70 +65-70 +651-70 +8969.3 +69438.4 +6967.5 +6568.8 SHEETS 3&4 THROUGH THEINTEGMLFIN PER SHEET4
81 +651-70 +69-70 +89-70 +69-61)4 +651667 +6967.8 +6568.9 gppUE5 T06,[OR DANCHORS APPUFS TO FANCHORS
82 -89-70 +89-70 +89-70 +8569.1 t696fl2 -6y.�,2 (SEETABLE2) (SEETABLE3) \`711f1111////1/j i
83 1 +69.70 1 +65.70 1 +65.70 *6968.6 1 +6967.6 12.67" 4" `�•�SONY LY/yN�/�,�. 1
64 +65-70 +69-70 +651.70 -8968.1 ���,:'• L,ICENSF i4��
VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 * No.58705
g DESIGN PRESSURE TABLES A om J ROSOWSKI =A'•, G' i�_
CERT.OF AUTH./229296 m /lOR
ist4 �� 1
1070 TECHNOLOGY DRIVE 05/15/17-JR-NO CHANGES THIS SHEET. /10NALCOPYRENS
T INDUSTRIES,
GRT02017 N.VENICE,FL 34275
-- - - - - - - - POT INDUSTRIES,INC. A LYNN MILLER,P.E.
ALL RIGHTS RESERVED (941)480-1600 CA-5540 NTS y BOF 11 oz° M0.5540C.0 z° B P,E.058705
1
t
Last Modified Date:02/17/2018 10:12:09
Customer Detailed t_,
Quote# 5054564
Quote Date:02/05/2018
Ship To Customer Lambert 2 Revised /Quad window removed
Ship To#A01093 Account#
THE GLASS PROFESSIONALS INC Jeffery J Pauly Construction Inc
3570 SE DIXIE HIGHWAY 109800 2420 SW Maplewood Dr
STUART,FL 34997-5245 Palm City,FL 34990
Phone# Fax#(772)286-0461 Phone#(772)263-8268 Fax#
_._.._----_.__.._.......___...._..........._.....................__._ ._____.__......
Line# Item Description Quantity I Line Pricing
;0000 CRYSTAL CARE ELITE WARRANTY Ordered: List Price Sell Price Ext Price
(850.01)CRYSTAL CARE ELITE WARRANTY 1.00 $574.35 $574.35 = n
Location:
f `,' S 3r ,y - —s —sv^
i s
1 a�# � r t„�..,�,.....,y�.;s�"'� '� r a«�., 3 .A vim.�� �" 't� e.��",'�;«p�x•`.,_.;:�:.,�"�r ",.�" ��'ti�.,....:,«.. .,m..w. � � ?�.:a.5
0001 MULTI-PART MULTI-PART UNITSOrdered: i List Price Sell Price Ext Price
(1.00) 59.75X47.75X.,5500,TW,MTCH 1.00 $0.00 $1,897.40 •5�,8.gxaU?;
,COL,B/W,1.375FIN,EQUAL -"'"�`
Series:5500.0000
Combination Configuration:TW Unit 1 (Bottom Left Unit):CA5540
}Unit 2:CA5540 Frame Type:1.375FIN
}Assembly Options:MTCHCOL Width Equal or Width:EQUAL
Send Mull(s):Y Mull Part Selection:MULUCVR/CLPS
I Size Slection:ACTUAL Width:59.7500
Height:47.7500 Vertical Mull:1.25X3.25X.625
Frame Color:Bronze Exterior/White Interior Glass Color:CL
Boxing Options:N
Location:
M77771—
�'�'.. "�,1 _ 'n 4 �r r,y ..x.'%�:,=,��aAsi,:.�„_;";�_�� �ur» ,r�..t, •'.r � �.� «`§.,��S�a`-+ ..m 4.."a ?,..::�,w..,•.s'` 4#"`.ze,...�:.:�:b..
�.-bz..,., ��:z.'�.,_ ,�� `k # t.,,, � •�" z- a.:..,,...��.,-'ter J �+� t �,
0001 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered. List Price Sell Price Ext Price
;(2.00) MULL EXT/INT COVERS&CLIP SET,29.25X47.75,1 3/8" 1.00 $1,264.65 $0.00 $0.00
NAIL FIN,BAN,HYBRID,HNG LT,WASHABLE,CL,ES
Max,7/8 LIG,ARG,NO GRID,X,X,SS PACKAGE,20206VK-
__._._..._._._. INSTALLED,•
-_..__-__.__-._____.______ ._...__._..____..._......._._._.___._.___.__....._...._.__._a..__._._......... ______._._.._............_...__.______._ �_._........_.....
__.._._._....__.._.
Quote# 5054564
Print Date 2/17/2018
Page 1 of 5
.._..._......................................................................._....._.........................................................._........................................................................................................................_.._..__.........................__.....------..._.............................__........
_._.._.:
Certification Type:MIAMI NOA Selection:17-0614.16
Frame Type:1.375FIN Unit Configuration:X
Hinge Side:LEFT Hinge Type:WASHABLE
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:29 1/4 X 47 3/4 Rough Masonry Opening:31 X 48 3/4
Wood Frame Opening:29 1/2 X 48 Egress Opening:17 7/16 X 42 SQFT 5.0857
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:ating Glass Type:1/8"-5/16"
Interlayer Type:PVB090 Argon Gas:ARGON
Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Grid Type:NO Grid Screen Type:BetterVue Charcoal
Screen Frame Type:EXTRUDED Handle Type:NESTING
Stainless Steel Package:Y Boxing Options:None
WOCD:N Dir Pkg:ECRYSTALCARE
Reinf.Upgrade:None Upgrade Hardware Finish:N
Prep for Mull:Y Left:N
Right:Y Top:N
Btm:N CAR#:17-0614.16
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL-245 EnergyStar:123.0000
CondensationResistance:60.0000 UF:0.2800
SolarHeatGainCoeff:0.1800 VT:0.4000
VTCOG:0.6300
Location:
� �": IMM
L..i.,•sxK.._.l,,. �= ��.,,zi.,,.N.,A�:..k ..«'v.�'�,w„d� t:w�»��,-�s ii.,._._.. -K..�«. �„ M � ka,
.0001 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: List Price Sell Price Ext Price
:(3.00) MULL EXT/INT COVERS&CLIP SET,29.25X47.75,1-3/8" 1.00 $1,264.65 $0.00 $0.00
NAIL FIN,B/W,HYBRID,HNG RT,WASHABLE,CL,ES
iMax,7/8LIG,ARG,NOGRID,X,X,SS PAC KAGE,2020BVK-
INSTALLED,. _
Certification Type:MIAMI NOA Selection:17-0614.16
Frame Type:1.375FIN Unit Configuration:X
Hinge Side:RIGHT Hinge Type:WASHABLE
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:29 1/4 X 47 3/4 Rough Masonry Opening:31 X 48 3/4
Wood Frame Opening:29 1/2 X 48 Egress Opening:17 7/16 X 42 SQFT 5.0857
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass Type:1/8"-5/16"
Interlayer Type:PVB090 Argon Gas:ARGON
Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Grid Type:NO Grid Screen Type:BetterVue Charcoal
Screen Frame Type:EXTRUDED Handle Type:NESTING
(Stainless Steel Package:Y Boxing Options:None
WOCD:N Dir Pkg:ECRYSTALCARE
Reinf.Upgrade:None Upgrade Hardware Finish:N
Prep for Mull:Y Left:Y
Right:N Top:N
Btm:N CAR#:17-0614.16
PositiveDesignPressure:65.0000 NegativeDesignPressure:70.0000
PANumber:FL-245 EnergyStar:123.0000
CondensationResistance:60.0000 UF:0.2800
SolarHeatGainCoeff:0.1800 VT:0.4000
VTCOG:0.6300
;Location:
0001 MULL MULL BARS W IOrdered: List Price Sell Price Ext Price
47.75,B/W,1.375FIN,SERIES 11.00 $180.01 $0.00 $0.00
5500,MTCHCOL,MULUCVR/CLPS
Product Family Series:5500.0000 Certification Type:MIAMI
NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS
Frame Type:1.375FIN Mull Bar Typd:1.25X3.25X.625
Mull Clip Type:T-CLIP/T-CLIP Size Selection:CUSTOM
Frame Color:BM/ Assembly Options:MTCHCOL
{ Packaging Options:N END MODEL SET 001:
..............._........_........................................................................__...................................._....._..._--............................_.....................__.._..._................................_......_....._..._.._.__............................................._..._............._.............:.................._.__....._....
Quote# 5054564
Print Date 2/17/2018
Page 2 of 5
t
Location:
� k� r;. a �06
, �
,s".'<k °_.��.'�,:.a- ,.» rw-�:�.'.. ,..v,.:w.«..u,a .a....e.,,- e. `- .�» aow..., - a,.µ3.a�....mmS%C •``a.:.w.�.,.s.».:«»tw
`0002 MULTI-PART MULTI-PART UNITS Orored: List Price Sell Price Ext Price
(5.00) 90.X71.75X.,5500,TR,MTCH COL,B/W,1.375FIN,El 2.00 $0.00 $3,708.30
BEGIN MODEL SET 005:::::::::::::::::::::::::::::: Series:5500.0000
Combination Configuration:TR Unit 1 (Bottom Left Unit):CA5540
Unit 2:PW5540 Unit 3:CA5540
Frame Type:1.375FIN Assembly Options:MTCHCOL
Width Equal or Width:EQUAL Send Mull(s):Y
Mull Part Selection:MULUCVR/CLPS Size Slection:ACTUAL
Width:90.0000 Height:71.7500
Vertical Mull:1.25X3.25X.625 Vertical Mull(2):1.25X3.25X.625
Frame Color:Bronze Exterior/White Interior Glass Color:CL
Boxing Options:N
Location:
'°"`�'k--• s�'m.a ��'x� '� y� ' zF x � � �'r'4 ��d+ ��'��� V�+'�
d:-.�,,s•- ra'.srn�,.,�. k" �.: ..m-s.hs�a«&:w.F:�...m .�,..*�:e:�.� an..s,...aw,.-..z.,.�_ r,� " -� w�u«'r.:..:f':v .;,.�.as� s"fa �,: '�
0002 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: List Price Sell Price Ext Price
(6.00) MULL EXT/INT COVERS&CLIP SET,29.167X71.75,1-3/8" 2.00 $1,691.24 $0.00 $0.00
NAIL FIN,B/W,HYBRID,HNG LT,WASHABLE,CL,ES
Max,7/8 LIG,ARG,NO GRID,X,X,SS PACKAGE,2020BVK-
INSTALLED,
Certification Type:MIAMI NOA Selection:17-0614.16
Frame Type:1.375FIN Unit Configuration:X
Hinge Side:LEFT Hinge Type:WASHABLE
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:29 3/16 X 713/4 Rough Masonry Opening:30 15/16 X 72 3/4
Wood Frame Opening:29 7/16 X 72 Egress Opening:17 3/8 X 66 SQFT 7.9539
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Glass Type:1/8"-5/16"
Interlayer Type:PVB090 Argon Gas:ARGON
Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Grid Type:NO Grid Screen Type:BetterVue Charcoal
Screen Frame Type:EXTRUDED Handle Type:NESTING
Stainless Steel Package:Y Boxing Options:None
WOCD:N Dir Pkg:ECRYSTALCARE
Reinf.Upgrade:None Upgrade Hardware Finish:N
Prep for Mull:Y Left:N
Right:Y Top:N
Btm:N CAR#:17-0614.16
PositiveDesignPressure:65.0000 Negative Design Pressure:67.0000
PANumber:FL-245 EnergyStar:123.0000
{CondensationResistance:60.0000 UF:0.2800
SolarHeatGainCoeff:0.1800 VT:0.4000
VTCOG:0.6300
Location:
{ y ; i Y4 ^ m, 9 w,y t�""" VMUT,
� � *a�^'�"�o�-}�'r��+✓«'a.«.�..aT :'..m-.tf.., r.::..d>�.:�``� c, z.,.:_ ;'may m t�, �,� '?.,,+'.��,�`i. _
0002PW5540 PW5540 VINYL PICTURE WINDOW Ordered: List Price Sell Price Ext Price
iMULL EXT/INT COVERS&CLIP SET,.,29.167X71.75,1- 2.00 $1,473.60 $0.00 $0.00
13/8"NAIL E LIG,CL,ARG,ES
..._..........._................IMax,OUTSIDE GLZ,NO RID -...._.._.___......__.._.___.__.._.._.._.._......_._..._..._._....__........._......................._._..-----._..._........_................................_.._.._...._......._........_....._._...___...........5
Quote# 5054564
Print Date 2/17/2018
Page 3of5
%l
s
....................______.....__..._...------------_..........................____.""'-'.._............... ____._....__.....__........._........ __.._.._......................_.__ __....._................__........__-_.:
Certification Type:MIAMI NOA Selection:17-0614.06
Frame Type:1.375FIN Size Selection:CUSTOM
r Size Ref:ACTUAL Actual Size:29 3/16 X 713/4
Rough Masonry Opening:3015/16 X 72 3/4 Wood Frame Opening:29 7/16 X 72
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Interlayer Type:PVB090
Argon Gas:ARGON Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN
Glass Color:CLEAR Low E:ENERGY SHIELD MAX
Privacy Glass:NONE Grid Type:NO Grid
Boxing Options:None Dir Pkg:ECRYSTALCARE
Prep for Mull:Y Left:Y
Right:Y Top:N
Btm:N CAR#:17-0614.06
j PositiveDesignPressure:50.0000 Negative Design Pressure:50.0000
PANumber:FL 243 EnergyStar:1234.0000
CondensationResistance:63.0000 UF:0.2400
SolarHeatGainCoeff:0.2100 VT:0.4800
VTCOG:0.6300
Location:
v3.$i cst
:0002 CA5540 VINYL WINGUARD CASEMENT 5540 Ordered: List Price Sell Price Ext Price
:(8.00) MULL EXT/INT COVERS&CLIP SET,29.167X71.75,1-3/8" 2.00 $1,691.24 $0.00 $0.00
NAIL FIN,B/W,HYBRID,HNG RT,WASHABLE,CL,ES
Max,7/811G,ARG,NO GRID,X,X,SS PACKAGE,2020BVK-
INSTALLED, i
Certification Type:MIAMI NOA Selection:17-0614.16
Frame Type:1.375FIN Unit Configuration:X
Hinge Side:RIGHT Hinge Type:WASHABLE
Size Selection:CUSTOM Size Ref:ACTUAL
Actual Size:29 3/16 X 71 3/4 Rough Masonry Opening:30 15/16 X 72 3/4
Wood Frame Opening:29 7/16 X 72 Egress Opening:17 3/8 X 66 SQFT 7.9539
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:ating Glass Type:1/8"-5/16"
Interlayer Type:PVB090 a Argon Gas:ARGON
Glass:7/8"LIG(1/8 AN-7/16 ARG-5/16 AN/AN Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
Grid Type:NO Grid Screen Type:BetterVue Charcoal
Screen Frame Type:EXTRUDED Handle Type:NESTING
Stainless Steel Package:Y Boxing Options:None
WOCD:N Dir Pkg:ECRYSTALCARE
Reinf.Upgrade:None Upgrade Hardware Finish:N
Prep for Mull:Y Left:Y
Right:N Top:N
Btm:N CAR#:17-0614.16
PositiveDesignPressure:65.0000 NegativeDesignPressure:67.0000
PANumber:FL-245 EnergyStar:123.0000
CondensationResistance:60.0000 UF:0.2800
SolarHeatGainCoeff:0.1800 VT:0.4000
VTCOG:0.6300
Location:
a zf� i' g' °s "",.ri"«£3"i'°`: '.�y�-
X0002 MULL MULL BARS Ordered: =$270.4
Price Ext Price
;(9.00) 71.75,B/W,1.375FIN,SERIES 2.00 .00 $0.00
5500,MTCHCOL,MU LUCVR/CLPS
Product Family Series:5500.0000 Certification Type:MIAMI
NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS
Frame Type:1.375FIN Mull Bar Type:1.25X3.25X.625
Mull Clip Type:T-CLIPli-CLIP Size Selection:CUSTOM
Frame Color:BM Assembly Options:MTCHCOL
Packaging Options:N
i
Location: j
� �,x z r E " `4 �'E ''
'ax f - t '
�`t ��
0002 MULL MULL BARS Ordered: List Price Sell Price Ext Price
i(10.00) 71.75,B/W,1.375FIN,SERIES 12.00 $270.49 $0.00 $0.00
Quote# 5054564
Print Date 2/17/2018
Page 4 of 5
i
L,MULUCVR/CEPS
5500,MTCHCO
Product Family Series:5500.0000 Certification Type:MIAMI
f NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS
Frame Type:1.375FIN Mull Bar Type:1.25X3.25X.625
Mull Clip Type:T-CLIPlr-CLIP Size Selection:CUSTOM
Frame Color:B/W Assembly Options:MTCHCOL
Packaging Options:N END MODEL SET 005:
'Location:
SIS —a0 ` F
_.._..._______.__._._.._....._...................
TOTAL
AMT: u:'4
;TOTAL TAX:
NET AMOUNT:
Quote# 5054564
Print Date 2/17/2018
Page 5 of 5
1
_ ....................................................___._...................................._..._.____......................................................_____............................._..................._.._._.__................................._...__....._......._.............................................-.........._..._..........................................
...
r Configuration:36.375X71.,EQUAL,B/W,1 TLIG,CL,ARG,ES Max,OUTSIDE GLZ,NO GRID
s Certification Type:MIAMI NOA Selection:17-0614.06
r, �Dlr Pkg:ECRYSTALCARE Frame Type:EQUAL
1 Size Selection:CUSTOM Size Ref:ACTUAL
Width:36.3750 Height:71.0000
I Actual Size:36 3/8 X 71 Rough Masonry Opening:38 1/8 X 72
Wood Frame Opening:36 5/8 X 71 1/4 Frame Color:B/W -Bronze Exterior/White
Glass Family:LI -Laminated Insulating Tempered Location:UNIT
".' Interlayer Type:PVB090 Glass:1"LIG(3/16 TMP-3/8 ARG-7/16 AN/AN
Does unit need to meet Turtle Code:NO °Glass Color:CL -CLEAR
Low E:ENERGY SHIELD MAX Argon Gas:ARGON
Privacy Glass:NONE-NONE Grid Type:NONE -NO Grid
y Boxing Options:N -None CAR#:17-0614.06
( PositiveDesignPressure:70.0000 NegativeDesignPressure:70.0000
PANumber:FL 243 EnergyStar:1234.0000
j( CondensationResistance:61.0000 ; UF:0.2600
SolarHeatGainCoeff:0.2100 VT:0.4700
I VTCOG:0.6200
I £
Location Notes
P, NOW
MET
rE91AK•�ef,S:ys's'� "3 _ +` 3
�, Yi„ d, x .. w�.wkywl:;,.4rBA..ensA• "4:
0003 MULL MULL BARS W Ordered. List Price Sell Price Ext Price
(7.00) 2.00 F $267.66 $209.12
Configuration:,71.,B/W,EQUAL,SERIES 5500,MULUCVR/CLPS,2
Product Family Series:5500.0000 Certification Type:MIAMI
NOA Selection:17-0630.01 Part Selection:MULUCVR/CLPS
Frame Type:EQUAL Mull Bar Type:1.25X3.25X.625
Mull Clip Qty:2.0000 Mull Clip Type:T-CLIP/T-CLIP
Size Selection:CUSTOM Length:71.0000 I
Frame Color:B/W Packaging Options:N
i
Location Notes
c
..1'.�xaie.' �.ry 7 8aek�.�E^w�w�ua�b.. '..»1,r,..,k;........u.:.w,.��sAixve �. ..............'»w•.i,,.:»;:.5:+`` .
Products Ordered Total Quantity
1
PW5540 3
MULL 2
TOTAL LIST AMOUNT: $7004.99
70TAL SALE AMT:
TOTAL CUSTOMER � ?<c
TAX:
NET SALE AMOUNT:
This quote is for estimation purposes and is not a guarantee of cost for services. Quote is based on current information
from client about the project requirements.Actual cost may change once project elements are finalized. Client will be
notified of any changes in cost prior to them being incurred.
*All products listed are considered special order and cannot be cancelled after ordering.
*Please confirm the following details prior to placing the order.
Glass Color
Quote# 5197916
Print Date 4/26/2018
Page 2 of 3
- 1
4
Last Modified Date:04/26/2018 17:09:09
PO#:
Job Name:Lambert 3 �
Job
Address.-
Quote
ddress:Quote# 5197916
� Ship Date:05/30/2018
I
Customer Detailed Sales Person:Jon Young
Customer Jeffery J Pauly Construction Inc
Account#
2420 SW Maplewood Dr
Palm City,FL 34990
Phone#(772)263-8268 Fax#
Li # I Item Description Quantity Line Pricing
(850.01) CRYSTAL CARE ELITE WARRANTY _____ _ �OrOdered: � L$2sst':lr.
6ic0 � S$2 Pr60 $2tt
71x60
_.
?Configuration:CRYSTAL CARE ELITE WARRANTY
t
(Loca4ion ���Notes
L
�• ..i ."�`" w...«..,......"rwa..�.` ...
10001 PW5540 PW5540 VINYL PICTURE WINDOW Ordered: List Price Sell Price Ext Price
(4.00) 1.00 $2,760.25 $1 753.83 wI
} Configuration:68.X71.,EQUAL,B/W,1 TLIG,CL,ARG,ES Max,OUTSIDE GLZ,NO GRID
( Certification Type:MIAMI NOA Selection:17-0614.06
( Frame Type:EQUAL Size Selection:CUSTOM
Size Ref:ACTUAL Width:68.0000
Height:71.0000 Actual Size:.68 X 71
Rough Masonry Opening:69 3/4 X 72 Wood Frame Opening:68 1/4 X 71 1/4
Frame Color:Bronze Exterior/White Interior Does unit need to meet Turtle Code:NO
Glass Family:Laminated Insulating Tempered Location:UNIT
j Interlayer Type:PVB090 Argon Gas:ARGON
1 Glass:1"LIG(3116 TMP-3/8 ARG-7/16 AN/AN Glass Color:CLEAR
Low E:ENERGY SHIELD MAX Privacy Glass:NONE
i Grid Type:NO Grid I Boxing Options:None
i Dlr Pkg:ECRYSTALCARE CAR#:17-0614.06
PositiveDesignPressure:70.0000 NegativeDesignPressure:70.0000
1 ; PANumber:FL 243 EnergyStar:1234.0000
Condensation Resistance:61.0000 UF:0.2600
SolarHeatGainCoeff:0.2100 VT:0.4700
VTCOG:0.6200
Location: Notes:
'�,x"t.,v...k' .b:� *,�r'" „�`" :w' ss,.c+ s3z✓1z&:sterna_„....-�5s;..d�.eu�; - - '�.�i�,�...y�,lriz<r.�".,a�' .z'
0002 PW5540 PW5540 VINYL PICTURE WINDOW Ordered: List Price Sell Price Ex Pn e
100
00) _"�2 00 $1,718.90 $1,092.18x3 $ei
Quote# 5197916
Print Date 4/26/2018
Page 1 of 3