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Property Information Building Information
Owner: Kursrock Wind Zone: 160 MPH.
Address: 33 San Luis Obispo Exposure Category: C
Ft Pierce,F134951 Minimum Building Dimension: 10 ft.
Mean Roof Height: 15 ft.
Risk Category: I
Design Pressure Calculations
Opening Location Device Device Device Max Positive =PraxNegative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psA sf)
1 End 52 49 7 29.5 -38.6
2 End 52 49 7 29.5 -38.6
._.
..._..._.....
_ — _ _...-- -- ---
3 End 52 49----_ 7 29.5 -38.6
4 Int 52 49 7 29.5 -32.1
5 Int 52 49 7 29.5 -32.1
........................-- -
6 End 52 49 7 29.5 -38.6
7 End 36 49 7 3 0.2 -40.1
8 Int 36 80 7 29.3 -31.8
9 Int 36 49 7 30.2 -32.8
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
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Product Approval Menu>Product or Aoplicalion Search>Application List>Application Detail
> � � FL# FL29458-R1
« 43 �
Application Type Revision
Code Version 2017
Application Status Approved
Comments public comment;Remove proprietary note.11/26/19
Archived 7
Product Manufacturer PGT Industries
Address/Phone/`Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
"..I Evaluation Report=Hardcopy Received
Florida Engineer or Architect Name who developed A.Lynn Miller,P.E.
the Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 02/19/2023
Validated By Steven M. Urich,PE
Z Validation Checklist-Hardcopy Received
Certificate of Independence FL29458 R1 COI Cert of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
TAS-202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvTnWP 1 azIv9... 3/3/2020
Florida Building Code Online Page 2 of 2
Date Submitted 10/17/2019
Date Validated 10/17/2019
Date Pending FBC Approval 10/22/2019
Date Approved 12/10/2019
Summary of Products
FL# Model,Number or Name Description
29458.1 SH-4000A Non-Impact,Aluminum Single Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL29458 R1 I1 4000SH PGT FPA.odf
Approved for use outside HVHZ:Yes Verified By: A.Lynn Miller,P.E.PE-58705
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Please see the enclosed documents for product FL29458 R1 AE 4000SH PGT Eno Eval.Ddf
performance information,anchorage details,and anchor type, Created by Independent Third Party: No
size,and spacing information.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Co ovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvTnWP 1 azIv9... 3/3/2020
I
SERIES 4000A NON-IMPACT SINGLE HUNG WINDOW 53-1/8"TIP-TO-TIP WIDTH + 52-1/B"BUCK WIDTH
52-i18"BUCK WIDTH SEE O.C.ON
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE NO ANCHORS -TABLE 4,
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH REQUIRED IN HEAD SHEET 3 52-1/B"BUCK WIDTH
9"MAX. 8-12"MAX .-""{ I-+- I .
�. VELOCITY HURRICANE ZONE(WHIZ), g I D D 3°MAX.
! 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, -
A C C
4&13116" 7-�
3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3.ALL 1 • 48-13!16" ` 46-13116'
VISIBLE LIGHT_ VISIBLE LIGHT L VISIBLE LIGHT
W000 BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X B'MAX.FROM SEE f
INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLEDCENTER OF TABLE 3
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK MEETING RAIL r
j f
OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 6'MAX.O.C. f�
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN A 77•
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR _ - BUCK SEE O.C.ON i. C. T -G-
ARCHITECT OF RECORD. ^�- TABLE 1 _ _
HEIGHT SHEET3
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL - ,f
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH. 8"MAX.FROM 35-1!8 78" >� 35-1/8" !J 7T' 35-1/8' 7T'
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGlFLASHING CENTER OF VISIBLE SEE TIP-TO VISIBLE BUCK VISIBLE BUCK
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY MEETING RAIL LLIGHT 47-11116" TABLE 3 TIP LIGHT HEIGHT LIGHT HEIGHT
HEIGHT 47-1 BLE VISIBLE OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. yf VISIBLE w- y VISIBLE I � VISIBLE
1 LIGHT 1 LIGHT I LIGHT
5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE 9"MAX. 8-12-MAX t -
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE g NO ANCHORS L--...D --+-D _
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE REQUIRED IN SILL 3"MAX -+- 6"MAX.O C.
WINDOW. TYP.FLANGE FRAME TYP.INTEGRAL FIN FRAME TYP.INTEGRAL FIN FRAME
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ANCHOR LOCATIONS @ MAX.SIZE ANCHOR LOCATIONS @ MAX.SIZE ANCHOR LOCATIONS @ MAX.SIZE
THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. (INSTALLED..WITH.SCREWS) INSTALLED WITH NAILS
THE 33-1139'"STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS S
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE
EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1!6'1=��If- 3/16"-� I_-^ 114-� TABLE 2: Pressure REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE -
3/16"ANNEALEDOR Design PIbs/ft2 for Glass Type 1
1!8"ANNEALED OR TEMPERED GLASS 1!4'ANNEALED OR 9 � � YP
TEMPERED GLASSY TEMPERED GLASS Window Buck Width
184/8" 25-1/2" 32" 36" 40" 44" 48" 52-1/8"
12"NOM. 22" +/-50.0 +/-50.0 +1-50.0 +1-50.0 +/-50.0 +1-50.0 +/-50.0 +/-50.0
GLASS BITE. 118"GLAZING .3/16"GLAZING 1!4"GLAZING 36" +1-50.0 +/-50.0 +/-50.0 +1-50,0 +/-50.0 +/-50.0 �+/-50.0 +1-50.0
GLASS TYPES 1&2 GLASS TYPES 3&4 GLASS TYPES 5&6 --- '
I DOW-899,983 OR c 373/8" +7-50.0 41-50.0 +/-50.0 +/-60.0 +1-50.0 +1-50.0-+/-50.0 +1-50.01
RGS-7700 1/2'NOM. 9116"NOW '& 44" +1-50.0 +/-50.o +1-50.0 +/-50.0 4/-60.0 +/-50.0 +1-46.0 +/-41.4
31' BACKBEDDING GLASS STACK GLASS STACK �- 3:
EXTERIOR' 1/8"ANNEALED OR 118"ANNEALED OR 48" +/-50.0 -1-50.0 +1-60.0 +/-50.0 +/-50.0 +/-50.0 +1-45.0 +/-40.1
IG SPACERS,
SEE#44-46 TEMPERED GLASS' TEMPERED GLASS7 m 49-518" +/-50.0 +/-50.0 +1-50.0 +/-50.0 +1-50.0 +/-50.0 +I-44.9 +/-39.9
114"AIRSPACE 114"AIRSPACE Cl gp^ F/-50.0 +/-50.0 +/-50.0 +/_50.0 +/-50.0 +1-48,7 +/-43.9 +/-39.9
118"ANNEALED OR 3/16"ANNEALED OR li
TEMPERED GLASSTEMPERED GLASS $ 62" - +/-50.0 +1-50.0 +/_50.0 +1-50.0 +/-50.0- +/-47.9 1-43.3 +1-39.7
TYP.GLAZING DETAIL ' 72" +1=50.0 +1-60.0 +/-60.01+/-50.0 +/-47.0 +1-42.7: +1-39.6 +/_37.0
BILE 1, 1/2"I.G.GLAZING 9116"I.G.GLAZING 77'- +/-50.011+/-50.0 +/-50.0 +/-48.8 +1-44.2. +/-40.3 +1-37.7
Glass Types GLASS TYPES 7&9 GLASS TYPES 8&10
1 118"Annealed '\\I I u l!f
2 118"Tempered '" 3,. iJ7�r�:
DESIGN PRESSURE RATING t� 4`yy LYNN. '.
IMPACT RATING
3 3116"Annealed (GLASS TYPE 1) \,\GEIUSF".,��
NOT RATED FOR MI.: Drawn By. i.
4 3116"Tempered SEE TABLE 2 IMPACT RESISTANCE SH WINDOW INSTALLATION J ROSOWSKI �r No.56705 _
5 1/4"Annealed -_
Descdp6on: 'Data:
6 114"Tempered -G -
----� DESIGN PRESSURE RATING GENERAL NOTES&ELEVATION 04/12/19 1070 TECHNOLOGY DRIVE =� ! 1'T 1� w
7 118"Annealed,1!4"Airspace,1/8"Annealed IMPACT RATING N.VENICE,FL 34275 %0 S TE r
(GLASS TYPES 2-10) ReMlm Rev.Ry: Rev. Data: C��
8 13/16"Annealed,114"Airspace,118"Annealed - I (941)480-1600
NOT RATED FOR B ADDED 1/4'GLAZING. JR 10/03/19
+50/-50 PSF )
B 118"Tempered,1/4"Airspace,1!8"Tempered IMPACT RESISTANCE - coPrRlGNro 9119 ver�011!/1L.���ti�.
'" Serles/ModHL - $c81e: Sheeh D-Mg No. ,Rev: PDT INDUSTRIES,INC, !)1I 11 )1;,
10 3/16'Tempered,1/4'"Ai space,178"Tempered SH-4000A NTS 1 OF 4 SH4000FLPA B '' RIG"/:�RESF�`° A.LYNN M�LLER;P:E.
.__- ... .. _.._ REGISTRATION#29296. P.E.058705
30t' Or •1 • Q,1<c�G`4 �'• Cwt1� b�uCr r�1 ��� \
aS ce"Uetsc-}t- .I Din 4"• Wnin )
EMBEDMENT
SHOWN
INSTALLED THRU
NO ANCHORS REQUIRED IN EMBEDMENT 3.. 1X BUCK RIP
FLANGE FRAME HEAD
INSULATED 27
EDGE < GLAZING
DISTANCE �'.i /�; .. SHOWN 10 +r!r I 1 �/ I #12 STEEL
12
i SELF-DRILLING
A y r ) (� i.: SMS(G5)
) MONOLITHIC l
GLAZING _ _. \ll' ' SHOWN
SHOWN )t j s� �' I� ) INSTALLED
EDGE � � DIRECTLY INTO
DISTANCE METAL,
r(
MONOLITHIC / ✓ /-
GLAZING 'BUCK WIDTH - INSTALLED INTO APPROVED
SHOWN TIP-T0.71P WIDTH EXTERIOR ALUMINUM,STEEL FRAMING
XL OR STEEL STUD,
41 `„ 29 HORIZONTAL SECTION A-A
..:. —.�- NOTES
1)USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 3.FOLLOW TABLE 3;THROUGH-FRAME ANCHORS
EMBEDMENT AND EDGE DISTANCE --
0 LIMITS,ANY INSTALLATION OPTION Minimum Minimum Max.O.C.
i SHOWN MAY BE USED ON ANY SIDE OF Anchor Substrate Edge Embedment .(Above/Below #12 STEEL
TIP-TO-TIP TIP THE WINDOW. Distance Meedng Rall SELF-DRILLING
HEIGHT LOCKS AT
TOP SASH 2)MASONRY ANCHORS MAY BE USED P.T.Soulhem Pine(SG=.55) 9118' 1318" 21"/23- r :. SMS(135)
BUCK : RAIL INTO WOOD AS PER TABLE 3.ALL WOOD #12 Steel Aluminum,6063-T5 min- 319' 0.078" 21"123" I '
HEIGHT OR BUCKS LESS THAN 1-12"THICK ARE TO SMS
BOTTOM BE CONSIDERED 1X INSTALLATIONS.1X Screw(G5) Steel Slud,Gr.33 min. 318" 0.045"(20 Ge) 21"/23- `
* WOOD BUCKS ARE OPTIONAL IF UNIT IS
{ LIFT RAIL A36 Steel 318" 0.059, 21"/23"
S INSTALLED DIRECTLY TO SUBSTRATE, P.T.Southam Pine(SG=.55) 1" 1-316" 21"/23"
43 WOOD BUCKS DEPICTED AS 2X ARE 1-12" -
` '7 THICK OR GREATER.1X AND 2X BUCKS 1/4"Steel Concrete(min.2.9 ksi) 1-118" 1318" 21"123"
f - 36 (WHEN USED)SHALL BE DESIGNED TOEXTERIOR
INSULATED? Ult aeon Grouted CMU,(ASTM G90) 2-112 13l4" 21"123"
,.,
GLAZING . - PROPERLY TRANSFER LOADS TO THE ff��iI
SHOWN �. 91 STRUCTURE.WOOD BUCK DESIGN AND Ungrouted CMU,(ASTM G90) 1-1/8" 1-1/4" .12-1/4"/12-1/4" V
.. i t _ INSTALLATION IS THE RESPONSIBILITY OF p.T.$outhem Pine.(SG=.55) 1" 13/B" 21"123"
r_,_. _ THE ENGINEER OR ARCHITECT OF `"' `- -" - MULLION SECTION
r RECORD. 1J4"410 SS Concrete(min.3.35 ksi) 1" 1.314" 21"/23" APPROVED MULLION,MAY BE
EXTERIOR'' � GeteFlex Concrete(min.3.35 ksi) 2-112" V. 21"/23" VERTICAL OR HORIZONTAL.
3)SEE SHEET 1 8 TABLE 3 FOR SPACING Ungrauted CMU,(ASTM G90) 1-3/4"._, 1-1/4" 21"/23"
REQUIREMENTS.
`• 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
4)MAX.SHIM THICKNESS TO BE 19'. 2)-UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
5)GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS. ILLI-LIt
_; - LYN/y
71
Title: ... Drown Dy: .. i l
SH WINDOW INSTALLATION J ROSOWSKI c No.58705
NO ANCHORS REQUIRED IN _ -
FLANGE FRAME SILL Descriptfon: Date: _
INSTALLATION FOR FLANGE WINDOWS 04/12/19 1070 TECHNOLOGY DRIVEF
Rehshn: Rev.Dy: Rev.Oat.: N.VENICE,FL 34275 STS E 0C(!�
VERTICAL SECTION B-B. B ADDED 114"GLAZING. JR 10/03/19 (941)4eD 1600 Fc°ra'Dr-•G�
y!L1,a,,,�
19
Serles/Modek - - Scale: SOCet: - Dlvwlny No. - Repr.' PCO NDUSTRIES,ITO �INC, ,/,//ffO��'NAL yt NO
SH-4000A NTS 2 OF 4 SH4000FLPA p
ALL RIGHTS RESERVED q,LyrytyfILl�)t,P:E.
,..... .,. .. ........ ........ . ..... .REGISTRATION#28296. ., P.E.456705
i
(
lY' EMBEDMENT �- EDGE EDGE
DISTANCEDISTANCE EDGE DISTANCE —.-
j;
Ii.i I it i
!t
11f SHOWN
__ It
INSTALLED
,:...-� \4 ✓i t I t 6- ) !I i,1 (i. DIRECTLY INTO
EDGE METAL-.
DISTANCE ; "• --' ! ` I INSUGLAZG LATED 27
< .._ .�.. I t j IN { 1��
v____ — EMBEDMENT €�. I 1 .:)2 SHOWN 10 I ( I EMBEDMENT
#ELF DRIL
0` 1- �I, S - LING
MONOLITHIC ..: ' -<: 1 _. ... 7 MS(G5)
GLAZING . `�
SHOWN 43 �.
MONOLITHIC 24. EXTERIOR
41 GLAZING V
SHOWN
APPROVED ALUMINUM,STEEL
29 - BUCK WIDTH FRAMING OR STEEL STUD.
HORIZONTAL SECTION C-C
I, l S TABLE :.TH000Hh IN AN H R ... #12STEEL
Min. Max.
SELF-DRILLING
LOCKS AT Anchor Substrata Embedment or Edge Max.Or Comar -� _� SMS(GS),SEE
BUCK TOP SASH Distance,O.C. _�� TABLE 3
RAIL Metal Tlckness Distance
Distance
HEIGHT - L _ .. .. . : ...
i OR 2-1/27x.113"Box Nall P.T.Soulhem Pine(SG=.55) - -yg^ - (I REMOVE FIN
BOTTOM 2-1/2"x.131"Common Nail P.T.Southam Pine(SG--- 55). _ 3/8" 6"@ Head/Sill 2 7/8" � AT MULLION
{ LIFT RAIL - 6"@ Jambs -
2-112"x.145"Roofing Nail P.T.Southam Pine(SG=.55) - 318^
43
P.T.Southern Pine(SG=.55) 1-316, 112
- ?- Aluminum,6063-75 min 0.093" 318" 17-9/16"@ Head/Sill
#10 Steel SMS Screw(G5) - 8-112"
-36 Steel Stud,Gr.33 min. 0.045" 318" 20"@Jambs EXTERIOR
INSULATED.) : ;: _ A36 Steel 0.050" 318'•
SHOWN
31 n - I •11 '- P.T.Southern Pine(SG=.55) 13/6" _9/18"
` Aluminum,6063-75 min,. 0.125" 7116" 35-118" Head/Sill
#12 Steel SMS Screw(GS) -' @ 8-i12"
Steel Stud,Gr.33 min. 0.045" 7/16" 20"@ Jambs MULLION SECTION
A36_Steel 0:071" APPROVED MULLION,MAY BE
'' 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. VERTICAL OR HORIZONTAL
r 2)PANHEAD,FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR 410 SCREW;FOR#12 SCREW,USE
ONLY PANHEAD OR HEXHEAD,
5�
c I .NOTES
i 1)USE ONLY SUBSTRATE APPROPRIATE
EDGE ANCHORS LISTED IN TABLE 4.FOLLOW
EXTERIOR ' `• = DISTANCE EMBEDMENT AND EDGE DISTANCE LIMITS.ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ,y'S�`.`•'L1C N �,,,'.;� i:r,
a - ANY SIDE OF THE WINDOW. - - .•tS�
Title: um-ft:8Y
2)2X WOOD FRAMING OR BUCK,1-1/2"THICK OR SH WINDOW INSTALLATION J ROSOWSKI = .; No.SB.,aS �
GREATER. ,:.....
,✓�'�� 3)SEE SHEET I FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 04/12/19 1070 TECHNOLOGY DRIVE
O STA c Oltlf
--� EMBEDMENT — 11
Revielon: ftev.8y: Rev.Dote:
4)MAX.SHIM THICKNESS TO BE 1/4", N.VENICE,FL 34275
(941)480-1600 C� 'OCOR10h �`
VERTICAL SECTION D-D
B ADDED 1/4rr GLAZING. JR 10/03/19 %s \c,.
5)GLASS SHOWN IS FOR ILLUSTRATIVE Serres/Madel. Scaler Skea: Drdw(nq No. Rev: rCCPYRIGHT Oe 10 ,`vi/OluAU OIN,,,�,
PURPOSES ONLY AND MAY DIFFER TO MEET ALL RIGHTS RIES,RESEINC A.LYNN MILLER P.E.
DESIGN REQUIREMENTS. SH-4000A NTS 3 OF 4 SH4000FLPA B ,. P.E.#58705
-- ..� _ REGISTRATION#29296
TABLE 5:
Item Description t9BS^
1 Flange Frame Head
I•� 2.001" _.. .�. .962"
2 Flange Frame Sill Bso"
3 Flange Frame Jamb ~ ,062 Soo° 2.5so^ z36^ oaz"� 1.1zs^
4 Integral Fin Frame Head 050^ :050"
5 Integral Fin Frame Sill 1 z.0001,
I, .1. ,Bse" .050" —► ..
6 Integral Fin Frame Jamb Soo ess^
Imo.
.496" .. I I ... 062"
7 Sash Bottom Rail osz^ `.062" 050" t Ofi2" 062" -
8 Sash Top Rail, — 2.049^
.062" --�
9 HD Fixed Meeting Rail ,050"
f-;\FLANGE FRAME HEAD FLANGE FRAME SILL
10 Sash Side Rail 6063-T6 ALUMINUMO 6063-T6 8083-T6 ALUMINUM 8083-T5 ALUMINUM
ALUMINUM O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
11 Sash Bottom Lock
4
12 Vinyl Sash Stop
20 Vinyl Bulb,Flex PVC 70 050"
23 Fixed Meeting Rail Plug Gasket,Rigid PVC 1.026• r
24 X,230"Fin Seal
Sash
2.056" 1.125" 4
25 Sash Sideide Rail Gasket,Polyetheiyne 3.225" �—:..osz"
26 Balance Take-out Clip •050' �4 .062` 2.091"
1.999, F 1.80r ..oar
27 Balance
28 Sash Cam,Nylon .oso^ 1.229"
29 Sweep Latch,Zinc 975• T
sis os2^
30 #6 X5/8"Ph.FI.SMS Latch Screws
--I osz•
31 Setting Block 1/8"X 1/2'X 1",EPDM osa^ — 926" soo"
36 Sash BottomLock Spring INTEGRAL FIN FRAME JAMB ��SASH BOTTOM RAIL SASH TOP RAIL
38 Glazing Sealant 9 6063-TB ALUMINUM `•/6063-T6 ALUMINUM 6063-T6 ALUMINUM
40 Vinyl Glass Bead(1/8"Glass) 5 INTEGRAL FIN FRAME SILL
----- - - 06063-T6 ALUMINUM
41 Vinyl Glass Bead(3/16"Glass)
43 Vinyl Glass Bead(I.G.)
44 Kommeding Kodispace 4SG TPS os2^ -- .j06" .965
45 Quanex Super Spacer with Hot-melt Butyl
I.
.. 1,370"
46 Metal IG Spacer _ . 1,763" .050^ (\\vi 674"
.093"
-+{ '926" I-�--• 1,1 SASH 60TTOM LOCK RAIL
_al - 6063-Ta ALUMINUM
1.009" ,IO.SASH SIDE RAIL
6063-T6 ALUMINUM
HD FIXED MEETING
60613-T6 ALUMINUM LYNN.�f 7/iii
rue: nmwn sr.
SH WINDOW INSTALLATION J ROSOWSKI -` NG.58705
Oescnpfion: Octe: �-_
MATERIALS 04/12/19 1070 TECHNOLOGY DRIVE ; �/S-
N.VENICE,FL 34275A"IMOIF:i
Revfshn: Re¢SY: Rev.Date: (�B)ADDED 1/4"GLAZING. JR 10/03/19 (1)460.1800
Serra./Model: Scole: SAeet• - Orcwln No. Rea COP RIGHTC 2019 V,V�/1 n, '����`
S PGT INDUSTRIES.INC. j/ NAA- (\�
SH-4000A NTS 4 OF 4 SH4000FLPA B ALL RIGHTS RESERVED A'L7/NNMILI.):12,P;E;
.. REGISTRATION#29296 P,E.#58705
r
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s ® FL# FL331-R14
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Arch ived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 21140
jrbsowski@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications;Inc.
Validated By Steven M. Urich,PE
ill Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2009
ASTM E-1996 2012
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bq... 3/3/2020
`Florida Building Code Online Page 2 of 2
Date Submitted 07/11/2018
Date Validated 07/24/2018
Date Pending FBC Approval
Date Approved 07/25/2018
Summary of Products
FL# Model,Number or Name Description
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 R14 C CAC Certification-CD290.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/21/2021
Design Pressure.N/A Installation Instructions
Other:Please see the Installation Instructions for design FL331 R14 II FD-290.pdf
pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R14 AE FD-290 Evaluation B.ndf
Created by Independent Third Party: No
331.2 FD-5455(was 455) Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 R14 C CAC Certification FD 5455.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/21/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL331 R14 II FD-455.odf
pressure,size and anchorage information.Also known as the Verified By: A.Lynn Miller,P.E.58705
455 Series. Created by Independent Third Party: No
Evaluation Reports
FL331 R14 AE FD-4555 Evaluation B.pdf
Created by Independent Third Party: No
331.3 FD-5555(was 555) Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 R14 C CAC Certification FD 5555.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/21/2020
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FL331 R14 II FD-555.pd
pressure,size and anchorage information.Also known as the Verified By:A.Lynn Miller,P.E.58705
555 Series. Created by Independent Third Party: No
Evaluation Reports
FL331 R14 AE FD-5555 Evaluation B.odf
Created by Independent Third Party: No
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
V C eChiesk
Credit Card
Safe
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I
GENERAL NOTES: ANCHOR LOCATIONS&SPACING
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO 37-3/8"OVERALL MAX. 73-3/8"OVERALL MAX.--I
COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN I, 36"BUCK MAX.(Z-BAR) II+—72"BUCK MAX.(Z-BAR)—may
PRESSURES LISTED.
13-1/16" 13-1/16"
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MAX. —"-r 80-11/16" AMAX
SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12°THICK OR SH OR PW } OVERALL T I SH OR PW SH OR PW 80-11/16"
GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT 20"MAX, MAX. 27-1/2" INSERT INSERT
27-112" OVERALL
BY OTHERS. MAX � MAX. 71 MAX.
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF O SEE 80"BUCK o 80"BUCK
ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE MAX A - - MAX
/ p p
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT A T F (Z-BAR) (Z-BAR) ;
FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS. 21"MAX
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS I - G� ---k
APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS 12-5/8" _ 12-5/8"
SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX. I MAX. _
ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS _ _3-15/16" ll
SPECIFIED IN THE FLORIDA BUILDING CODE. 14-718" 14-7/6" 6" 3-15/16° +I
�� MAX. ~� I_ MAX. MAX. '1 MAX. MAX.
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND 6_8"HI SINGLE(X) 6'-8"HI DOUBLE(XX)
FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS.
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN �- 37.3/8"OVERALL MAX. �,---73-318"OVERALL MAX.—�
PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS II36"BUCK MAX.(Z-BAR) I�72"BUCK MAX.(Z-BAR)�i
COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E13M.
13-1/16" 13-1/16"
8)THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTEA: MAX. MAX,_
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR - 96-11/16"
T SH OR PW T SH SOR ET SHORPW
INSERT
WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE I OVERALL 96r11/16' t
REQUIRED INSERT INSERT INSERT I
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE 23-3/4"MAX. MAX. OVERALL f(
MAX.
TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF 4
THE HANDLE - - 96"BUCK !
i
12-1/4"
ANDIOR � � MAX
DEADBOLT. 23-5/8" MAX' 23-5/8" (Z-BAR)
TABLE 1: MAX. / o SEE MAX. / o /
Min.Edge Min. - // NOTE
Anchor Type Substrate A--
Dist. Embedment A 96MAX
B K l0 p _
Wood(Southern Pine) 9/16' 1-318" - ----F (Z-BAR)
012 Steel SMS Steel Stud Gr33 318" .045(18 GA) 21"MAX.
Aluminum-6063-TS 3/8' 118'
Steel,A36 318' 118' 1 v - _ f `�_ 12-5/8"
1/4"Masonry Concrete 1" 1-318" MAX. MAX'
Anchor Hollow CMU 2-112' 1-t/4" T I 3-15/16' 14-7/B' _6" 3-15/16'
�14-71X. �- MAX. -�
NOTE:FOR ALL METAL SUBSTRATES.ollomSCREW EMBEDMENTSNAIL BE MIN.3 TNREA05 MAX MAX. MAXMA)(, MAX.
BEYOND INSIDE FACE OF MATERIAL
8'-0-HI SINGLE X 8'-0"HI DOUBLE XX ,
TABLE 2:
As,Tested Configure6onerleworaanaNaccevoROMOMOFMr
rnnza
J.ROSOWSKI 09130111 ALUMINUM 6063-T6 ,�
Max.Nam. Swing Frame Certification AAmPR0PW?ARr.N0P0 0FTW
Configuration Frame Type Sill Type Glass ar oa 7oeRMxTYtrarusmeR/✓EM�UIDN
Size(in) Direction (PSF) Number �p;i�b = A»'malrwrrournemmsT®noTrer
- �,��, ._ nwosuwaFr�rmm�rza
36x80 Single 09 Oul-swing Z bar/Box High(bumper) +/-50 19()-789,791 f. •-
36x96 Single()) Out-swing Z-barEx Medium(bumper) +/-35 190-792 Min.1/8" _ ��
72x98 Double(XX) Oul-swing Z-bar/BDx Medium(bumper) +/-35 Temp., 1(a rr ,�'+r.1070 TECHNOLOGY DRIVE
Mono.Of LG. �,�} t•Atm ,. �� NOKOIdIS,FL 34275
36x96 Single(X) Out/In-swing Z-bar/Boz Law(saddle) +1-351 �•.•
793,794 •;-�•r,,`..,- pL;�rC•`.y��;•, FL CERT.OFAUTH.:29296 CABANA DOOR INSTALLATION
72x96 Double(X� Out/In-swing Z-bar/box Law(saddle) +l-35' %jam. '• ••••
•Umited Water(Water Infiltration Tested at s ,?v(fjt;t! A.Lynn Miller,P.E.
(W p Q t P.E.1156705 CD-290 NTS 1 Dt 3 1093011JR
I
i
INSTALLATION WITH BOX FRAME
EDGE
DISTANCE OPTIONAL OPTIONAL I
EDGE ro.7.� �4 E SUBSTRATE O SHOWN UT-SWING SINGLE HUNG
INSERT
DISTANCE / / SHOWN
SU T13R E EMBEDMENT / / /
EMBEDMENT / / 1X j
WOODS r
SHIM ' SHIM INSTALLATION NOTES:
OPTIONAL 1)SEE SHEET 1 FOR SPACING
OPTIONAL REQUIREMENTS. ^
OUT-SWING IN-SWING '�J BOX FRAME
SHOWN SHOWN I —� SHIM JAMB INSTALLATION
2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR
AND SUBSTRATE REQUIREMENTS. n (DIRECTLY TO SUBSTRATE)
3)MAX.SHIM THICKNESS TO BE 114-.
(A a 4)FOR HARDWARE DETAILS,SEE
SHEET 3. SUBSTRATE SHIM
EXTERIOR EXTERIOR
a �jj
OPTIONAL – OPTIONAL O
FIXED LIGHT 'a FIXED LIGHT /
INSERT 1j INSERT / OPTIONAL
SHOWN SHOWN BOX FRAME,
1X OPTIONAL JAMB INSTALLATION FIXED LIGHT j
EXTERIOR WOOD IN-SWING USING 1X WOODBUCK INSERT
BOX FRAME BOX FRA-_�E OPTIONAL f-L SHOWN ( ) SHOWN
HEAD INSTALLATION HEAD INSTALLA710N SINGLE HUNG �/
(DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT j
SHOWN
I
0000000°0 0'°0 X0000000
.°000°°°00'0 g °0000000
OPTIONAL OPTIONAL °0°000°00°0°000°01 0000°.°O'°°o°000
FIXED LIGHT KICKPLATE $0$000°0000'0° . 00000°0°0 0
°000000000000. OPTIONAL •t ` I "'!
INSERT INSERT 0°0 0°0 0°00°0 0000000000000°° '�/•.
SHOWN SHOWN 00'0000°.°000000 >0000000000000o ADJUSTABLE
BUG SWEEP
(SADDLE " ..oc-�
1 THRESHOLD
- � 4
EXTERIOR EXTERIOR EXTERIOR•'..
OF
OPTIONAL OPTIONAL OPTIONAL 2'
i
SADDLE 1-7116' BUMPER ou.0or: a.r: uaewt lrars°iw�1a¢°mmrmwrn wrtvm
THRESHOLD BUMPER - THRESHOLD J.ROSOWSKI 09/30/11 ALUMINUM6063-T6 �,� °` I
SHOWN THRESHOLD SHOWN Roie� om0 ;„�. ,v MWFRXWXWrozrron0 M
SHOWN - rocvxertiwreEeumaeunc°a�rmr
nmran MrMwrneow»Eu�rimei
n�sswamreawrx43
2F. omkoa a
S S RA SU ST TE I 1070 TECHNOLOGY DRIVE
NOKOMIS,FL 34275
FLCERT.OFAUTH.:29290 CABANA DOOR INSTALLATION
V/BO).JZ-BAR FRAME / A.Lynn Miller,P.E. s b.%b1w °�'' °^'°`
SILL INSTALLATIONS P.E.#58705 CD-290 NTS 2 of 3 1093011JR j
INSTALLATION WITH Z-BAR FRAME
EDGE TABLE 3:HARDWARE(ALL FRAME TYPES)
DISTANCE Part q Descri Son
�- 7CDSP Look Strike Plata
EDGE I SU T E 6FLATM Stoker BeckiM Plate
DISTANCE 7CDSPD8 Deadbolt Strike Plate SUBSTRATE SHIM
EMBEDMENT 7651M MaJ2 x.375 Ph.FI.S.S. OPTIONAL '
SU T E OPTIONAL
7— / 4UBLOK LocksappodAesy. I OUT-SWING SINGLE HUNG
EMBEDMENT / �\ 1X 76MFW 96 x.750 Ph.Ft&MS I SHOWN INSERT
7CDSP Lock Wk.Plate(Adw SIe6) I / SHOWN
WOOD 6FLATM Striker Backing Plate(Aetlw Slab) j
SHIM _ SHIM 7CDSPDB Deedboll Stdke Plate(Aethe Slab)
OPTIONAL OPTIONAL 78516XS #&32..375 Ph.Ft.S.S.(Acthe Slab) f
INSWING 6CORIMW R.Foam Insert-3316" lI )
OUT-SWING
SHOWN 7DEAD DeadbofVKmb(Adte)
7KNO130 Knob Set Qraetiw) I i
7CDKLCKB Dcodb.IVK.b-Poachod Braoc(Actie)
70BLKB Double Locksel L I
g7834FPTW
Hinge
hinge Pin CAP /1
EXTERIOR EXTERIOR hinge Pin Bushing EXTERIOR `✓ Z-BAR FRAME_
rose Pin n JAMB INSTALLATION
Hnge R',el v (DIRECTLY TO SUBSTRATE)
18.350 Ph.FI.TEK SMS
SUBSTRATE 1X
WOOD
"-7j
- SHIM
OPTIONAL OPTIONAL
FIXED LIGHT FIXED LIGHT O
INSERT INSERT /
SHOWN SHOWN
Z-BAR FRAME Z-BAR FRAME, OPTIONAL
HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG
(DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT I J
SHOWN
o °° EXTERIOR/ Z BAR FRAME, OPTIONAL
6°'°°°'° o°°ootid OPTIONAL FIXED LIGHT
OPTIONAL OPTIONAL oo0a >°°°Ao°°.°.°° JAMB INSTALLATION INSERT
t°ogogog IN-SWING USING 1X WOOOBUCK
FIXED LIGHT KICKPLATE °o ° ° °
INSERT 00
INSERT °o�°o°°o�o°oo ° o°o°o°°°o SHOWN ,1, SHOWN
p0000000°00000°n
SHOWN SHOWN '
INSTALLATION NOTES: .`A•.� ... ,
EXTERIOR EXTERIOR EXTERIOR
1)SEE SHEET 1 FOR SPACING REQUIREMENTS.
2)SEE TABLE 1-FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS.
3)MAX.SHIM THICKNESS TO BE 1/4'. ;:
OPTIONAL OPTIONAL OPTIONAL 2" `-''�'/''??,1
SADDLE 1-7/16" BUMPER a..a o7: oAr: umd°e na:oe;uet(riakkesiir' wu wrcam s
THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09130/11 ALUMINUM 6063-T6 rmmwa urtrzaum�Raa�nnermr I
emusrat:saAo txrccie�amvmevn+[
SHOWN THRESHOLD �� SHOWN .kwpBnor'w�rarn:Noroarxavocnm
SHOWNj 2-T
"' Avr tritsv 7 wraam°f �
J {F/Aa9pp'10FFGINxBIREB t
SIJB74AT SUB t�R7��p•TTF��� / SU(3ST,RAT
/ "J'�i � f070TECHNOLOG4 DRIVE
/ //F/i NOKOMIS,FL 34275
/ / FL CERT.OF AUTH.:29298
CABANA DOOR INSTALLATION
/0X22-BAR FRAME, A.Lynn Miller,P.E. o0ic ` ° piiYpP16 R1'
SI,L INSTALLATIONS P.E.056705 CD-290 NTS 3 of 3 1093011JR
I