HomeMy WebLinkAboutProduct Approval Company: NSA Job Description:
Prepared By: John Rosendale
Client Name: Dixon Project Number:
".Versi06`10.0 11."_131AL
Co rorms with ASCE,? 0
fi �,., ..a..�s...+l. � r n �� Id
DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING
Design Data Building Data
Wind Velocity(mph) 170 Mean Roof Height 10
Risk Category 2 Building Width(ft) 32
Exposure Category D Building Length(ft) 54
Directionality Factor 0.85 Roof Slope (x:12)
Internal Pressure Coefficient+/- 0.18
Design pressures listed below are: Allowable Stress
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 Door 4 0 37.5 79.75 40.0 -43.5
Width of End Zone(a)in feet= 3.2
5 h
Y I O ® 0
4
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STRUCTURES INTERNATIONAL.LLC
...rftY1�#7+;t Sks'Ptn.'a"i41�.i'2S3�.ii }'�y'1t�Y�jiCtIS1R
12/13/2015 12:23 PM
National Shut k��n�� ��uxr>�inun� Inc.
P
700 l:ut m- r c ;l !ttlriIur. I'Ittridn .13458
Ia1t. .i61-748417iat)= Key
cw + ::'I,'`4 t�li�(Ir.illt'ft.Li;l17
Storm Panels- )P Rollups-RU
i,nr,t,{; �:,li s���rtllti!t!tlict'�.Ct�ttt
Accordions-AC Windows/Doors-WD
HURRICANE PROTECTION SYSTEMS li ! :,.fit; ;..i_. frCtCl'� t5 ,
- � Bahamas-B.4 Retractable Awnings-RA
WINDOWS, DOORS, RAILINGS, Colonials-CO Ultra Lattice-UL
SCREENS AND PERGOLAS } LSA
j *3 = �
71 1
r
Special Instructions: --- — -- - -. -.. -- -- -- -- -----
r
Customer Name
Signatuie--_. Date Ic_,I;r-_'rcr)n „� -f; :� r: Date
National Shutter & Aluminum Inc.
2013
Hurricane Protection Systems, Windows, Doors, Railings, Screens& Pergolas
SUPER
700 Commerce Way West SERVICE
Jupiter, Florida 33458 AWAno
561.748.8806 Office - 561.748.8902 Fax
Licensed& Insured CBC 1253858
A+Rating BBB
JOB NAME: DATE:
JOB ADDRESS:
JOB:
CITYISTATE/ZIP:
DEVELOPMENT NAME: CASH TERMS
SUBDIVISION: Total Price$ /-1
LOT:
BLOCK#: Permit Fee$
CONTACT PERSON: New Total$
JOBSITE PHONE: NEXTEL Deposit$
BILLING ADDRESS: On Measure $
On Start$
CITY/STATE/ZIP:
TELEPHONE: FAX On Completion $
Description of the site of structure: NSA Use Only
1-11 New Site .S`Existinq Building
Power� i—I yecz Li No 11 N/A Complete all information that pertains to job.
0 Permit not required 0 Pew"",
1\15 Sinale �rafniiy Construction:
I " Property Control #
D Cons rection 110 Block
Permit Locale
F-7 Tovp-fhoise
Q"Wood Master Permit#
i 0 Other 0 Other
N-0. of Stories 0 Ready to Measure Eff. Date:
Product Type: 11 Tentative Installation Date:
0 Accordion No. Total Openings
0 Survey 11 Sealed Survey El HOA Approv:_,;
Panels: (circle one) No. Doors 1 0 Notice of Commencement (Retail>S2.500.00)
20, 24, or 28 gauge steel No. Windows 2- 0 Floor Plan Layout w/Window sizes
.0375 or .050 Aluminum No. Sliding Doors 0
0 Clear Panels
0 Other Mean Roof Height Average Window Average Window
Aluminum Finish: (For Accordions Only) Height 1st floor Height 2nd floor
0 Mill 0 White 0 Ivory 0 Bronze 0 Beige
County Code: DADE N'FL BLDG CODE
SPECIAL INSTRUCTIONS:
Ask about lifetime warranty with extended maintenance contract.
National Shutter&Aluminum Inc.offers yearly maintenance contracts with the purchase of our shutters systems. InClUded in the,nnainten;"ince
,-ontract is cleaning out all tracks on accordion shutters twice per year and lubricating shutter systems.
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12!13!2015 Florida Building Code Online
yaiida)l
De-marner-itCi BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff ' BCIS Site Map I Links Search E
Businesn "
Professi nal Product Approval
' USER:Public User
Regulation
Product ADDroval Menu>Product or Application Search>Application List>Ap Ii Detail
i-
( � � x FL# FL331-Rll
Application Type Revision
Code Version
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT �st
Address/Phone/Email 10y Drive
NorL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative ]ens 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 oor Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
_ = 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://www.floridabuilding.org/pr/pr appdU.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgnWdjpdNKCrtStUu3rK9ehHYOpad 1/2
12113/2015 Florida Building Code Online
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summary of Products
FL# Model,Number or Name j Description €
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ: No FL331 Rll C CAC FD-290 Certification.pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant: No 09/21/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-290.)d
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 1111 AE FD-290 Evaluation.Ddf
I Created by Independent Third Party: No E
331.2 _ , FD-455 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-455.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant: No 05/21/2017
t
Design Pressure: N/A I Installation Instructions
Other: Please see the Installation Instructions for design IIf FL331 R11 II FD-455.Ddf
pressure, size and anchorage information. I Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
i
Evaluation Reports I
FL331 1111 AE FD-455 Evaluation.Ddf
Created by Independent Third Party: No
......._.-._._.__ ___._._.
331.3 FD-555 Vinyl French Door&Sidelite/Transom _
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-555 II.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-555.pdf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 I
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-555 Evaluation.Ddf
Created by Independent Third Party: No
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Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer.Coovriaht 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:
aCPst;
-� a
https://www.floridabuilding.org/pr/pr app_o.aspx?param=wGEVXQwtDgtsZzB6Yv°/`2bgnWdjpdNKCrtStUu3rK9ehHY%3d 212
GENERAL NOTES:SERIES 555 LARGE&SMALL MISSILE, DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL
FRENCH DOOR&SIDELITE/TRANSOM(SLTIrR) SEE SHEETS 4 8 5 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1:
FLORIDA BUILDING CODE. Min.Edge Min.
Group Anchor Substrate Distance Embedment
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
A 3116"Elco Ultrecon Ungrouted CMU,(ASTM G90) 1" 1-114"
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE Ungrouted CMU,(ASTM 0-90) 2-1/7' 1-1/4" j
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. P.T.Southern Pine(SG=0.55) 1/7' 1.918"
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 Steel SMS(G5) Aluminum,6063-TS' 5116' 0.0713"(14 Go)
BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS #10 410 S.S.SMS Steel,A36' 6/18" .0.056"
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18.8 S.S.SMS j
ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Steel Stud,A653 Gr.33' 5116" 0.056"(16 Go) _ I
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS B P.T.Southern Pine(SG=0.55) 1/7 1-3/B"
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3/16"Elco Ultracon Grouted CMU,(ASTM G90) 2-112" 2-114" f
N I
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED,IF USED,NON-SHRINK. Concrete(min.2.85 ksl) 1" 1-3/8"
NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.114°SHIM SPACE FOR GROUT) 114"EICO Ullracon Un routed CMU,(ASTM G90) 2-117' 1-1/4' n _
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SUBSTRATE, P.T.outedSoutto LI.( $G=0.55) 9/1fi" 1-3/8"
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD.30#FELT PAPER OR #12 Steel SMS(G5)
MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE Aluminum,6063-TS' 3!6" 0.0713"(14 Ge)
AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 410 S.S.SMS SteelA36' 318" 0.056" {i1 r'1 Y
#12 18.8 S.S.SMS , > Cl) 737
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gf,33' 3/8" 0.056"(16 Ge) I O
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southern Pure(SG=0.55) 1" 1-318" O 0
SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR 1/4"FICO UItfBCOn Grouted CMU, ASTM G90 2-1/2" 1-314" }r N al 50 O)
Lri
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR C ( ) 0 N
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.2.85 ksl) 1" 1-3/8" JO A c� � Q
OF THESE INSTRUCTIONS. Concrete(min.3.35 ksi) 1" 1-314" Z LL LL CD ...a ILL
114"Elco 410 S.S.CreteFlex _
7)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" =Uj
THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY U U X 0 O
P.T.Southern Pine(SG=0.55) 1" 1-318" w— 02 m D_ oN
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, Z fD O c'mo
SIDELITE OR TRANSOM. 1/4"Elco 18-8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-112' 1-3/8" C w Y C
Ungrouted CMU,(ASTM G90) 4" 1-1/4" 1- O O
e)DESIGN PRESSURES: 1/4"Elco Ultmcon Concrete(min.2.85 ksi) 2-112" 1-318" Z L Z .. ❑ LL
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND O
GLASS PER ASTM El300. D 1/4" EIco410 S.S.CreteFlex Concrete min.3.35 ksi 2-112" 1-3/4" Q
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. of
FRAME ANALYSIS AND GLASS PER ASTM E1300. ® rn 00 haus
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS ' O W F0-
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT TABLE 2: _ = I— Z i
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORWhere U O I
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER Type DescriptionUsed' Q W Z
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR p KLL < 1
CORROSION RESISTANCE. 1 1-3116"Lam!.IG(1/8"T-11/16"Air-1/8'An:.090-PVB-1/8"An) Door ~ —1 W L
9 ) ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 2 1.3118"Lam!.IG(3116"T-518"Air-118"An-.090"PVB-1/8"An) Z Z
TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 3 1-3/16"Lami.IG(1/8"T-9/16"Air-3116"An-.090'SG-3116"An L
O
5 C7 t
4 1-3118"Lams.IG 3116 T-117'Afr-3H6"An-.090"SG-3/16 Sidelite&
An) Transom au,/ .,sa0 sa„as
10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 5 1.3/16”Lams.IG(1/8"T-9/16"Air-3116"An-.090"PVB-3/16"An)
($LT/iR)
BUILDING CODE.
6 1-3/16"Lami.IG(3116"T-1/7'Air-3116"An-.090"PVB-3116'An)
SG=OUPONT SENTRYGLAS®INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. ;�� ••�(`I. !.�', 1/:,^�
11)REFERENCES:TEST REPORTS FTL-7393,7396,7402,7403,7404&7418. V`,••.u .•'�
GUIDE TO SHEETS: `'• ' `'
Product Size CIPltelon# �• 5
7 C
0sf 1GENERAL NOTES..
Mullion 96" 010.278
ELEVATIONS...................................2
383/4'x 96'()() 190-276.277, GLAZING DETAILS..........................3 _ �,,/
Door +/-70 psf DESIGN PRESSURES.....................4-5
76"x 96° 1009 ;-.� O V .'
SIDELITEJrRANSOM ANCHORS....4-5 6. "-
Sltlellte or 40'x 111" 190.274,275,
+J-70Ps1 INSTALLATION................................6-8 r;�.• .
Transom 111"x40" 1006.1007 EXTRUSION PROFILES..................9 �''S< F;,�,?•j1"^V;�•� �.
PARTS LIST.....................................10 •, O-', !.` i
CORNER DETAILS.
HARDWARE DETAILS...................I I
A.LYNN MILLER,P.E.
P.E.#58705
EXAMPLE CONFIGURATIONS
40'MAY 3 -►{I �{ 40"
-- 37-9116'MAX SLAB (38.78') '�{ 76'MAX. --� P MAX MULL I 1"MULL -�!h+-M --�•i r1 MUL
,�— WIDTH MAX. ---���"illlll���
i
93-71W HEIGHTX. ;
96"
MASLAB (AL DL OOR \
HEIGHT CONFIGS.)
TYP.DOOR SLAB ` X OIX(SHOWN)OR XIO OIXIO w Y
(WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE > V) ^aN
40"MAX.GLASS 40'MAX.GLASS SHOWN ON SIDELITES) RAILS BHOWN ON SIDELITES) w N 0O
TYPES 3&4, �J TYPES 3&4, _ O
DETAIL 36'MAX.GLASS I 36'MAX.GLASS 40'MAX. 38-3!4' }� d sJnp u-i 4
TYPES 5 8 S. TYPES 5&6, HORIZONTAL MAK. C)a N N
HEET# MULLION v
LENGTH O J CDA 0 � d
Z LL L ceL o Mo:p LL
ao 40" V 0 X Lo LLF d
02
76'MAX. ----�{� MAX
T
m O Jh1p
MAX v
98.7/8" 106-1116' TYP,-+II
MULL(X2) MAX. MAX. I �- 1'MULL �� O Y J
DLO DLO "- o z d Zrn U) Z I•
\v O O
N .
/, ••\ MAX MAX. 1'MULL J K
HEIGHT / HEIGHT // j O ?
® Iaay6
/ \ OR WIDTH OR WIDTH //lll / m O LL
96'MAX. / u LL z
VERTICAL /' j V Z ~
MULLION O Z
\ / LENGTH // LU
O LL' J
L
2 L9
X
LL
apt 'asap s ua6
ON= SINGLE O SINGLE O 010(ADDITIONAL MULLED
(WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOW ""'••.,.z;?
RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELIMS1 RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW O/O WITH O/X WITH
RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 1� -
TL`S
MULLION MULLION
(WIDE STILES AND (NARROW STILES
NOTES: WIDE RAILS SHOWN AND NARROW i. 1• I S 'j
1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. ON SIDELITE& RAILS SHOWN ON 1
2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA. TRANSOM TRANSOM) �� �TA'`L' ••r.` I
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. !fir..'• lCI'•�V' ,�-= II
4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. ".•�
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTfTR OR MULLED ASSEMBLY.
6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS '°I I
A REFERENCE FOR SIZE LIMITATIONS. A.LYNN MILLER,P.E.
P.E.p 58706
i
i
I
DOOR SIDELITE&TRANSOM
GLAZING DETAILS GLAZING DETAILS
i
i
1-3116'NOM. _ 1-3116'NOM. 1.9116'NOM.
GLASS STACKGLASS STACK GLASS STACK
_ 5116'LAMINATED 7/16'LAMINATED _ 7/16'LAMINATED
GLASS STACK GLASS STACK GLASS STACK
i
Y'4f8"ANNEALED GLASS —3/16'ANNEALED GLASS —3116"ANNEALED GLASS
11116'AIRSPACE 1 I 090'DUPONT 9116'AIRSPACE 090'DUPONT SG 1/2"AIRSPACE —.090"DUPONT SG j
118"TEMPERED GLASS�� I .'-1/8"ANNEALED GLASS i !.i'r—3116'ANNEALED GLASS ! �;—3116"ANNEALED GLASS I
i 118"TEMPERED GLASS- I 3/16"TEMPERED GLASS,, i I
tj, I 1. 1a 14
�./ 11116 11!18' i 1111fi' M
GLASS BITE GIASS BITE GLASS SITE po
3 I g39
�I 3 W N
EXTERIOR 1 EXTERIOR EXTERIOR •"a8
/t, 39 40 —42 40 42 39 40 - 42 tr
`r
uT 0
4, C7 N n ar0p K u1
cI
41 ' 41 v :n
\_ g Aa I
O J a)-j o e8 D_
Z LL 04 In 07 Mop LL
GLASS TYPE 1 GLASS TYPE 3 GLASS TYPE 4 U U X o
FW..LL m n2 10 CC ma
UJI O
r> Op v J i
Z a:z O7
LL
z O I
1.9/16'NOM. 1-3116"NOM. _ 1-3116"NOM. __ Q M '
GLASS STACKGLASS I STACK GLASS STACK --
6116'LAMINATED 7/16'LAMINATED 7116'LAMINATED of
^—� GLASS STACK ^ GLASS STACK GLASS STACK ® OO 7aayS
I8"ANNEALED GLASS 3116'ANNEALED GLASS i 3/16'ANNEALED GLASS V F Z
5f8'AIRSPACE .090"DUPONT 9116-AIRSPACE _.090"DUPONT 1/2"AIRSPACE /.090"DUPONT a Z WO .,.,s
_---BUTACITE PVB 'I� BUTACITE PVB I „/ BUTACITE PVBW
O i
o X
3/16'TEMPERED GLASS i — Ln
118'ANNEALED GLASS 118"TEMPERED GLASS —3/16'ANNEALED GLASS 3116"TEMPERED GLASS i I 3116'ANNEALED GLASS w } Z u7
\ I 1 z14 o l
14 I --11118' i 11!16' (/4 III I 11/ifi' ad. 'asap s LL
CLASS BRE I/1 I GLASSBRE \� �II cLABS BITE \\1 I;;1
f1i!'. i
EXTERIOR I EXTERIOR EXTERIOR
3
G7 \9 40 42 39 40 —� 42 39 40 J '�.• r 7;0. f+.i`?` �r. t
r4 41 �\�� _;••. � �j (� LS ,L J
GLASS TYPE 2 � GLASS TYPE 5 GLASS TYPE 6 •, `�;;,•....... ,;,; i
A.LYNN MILLER,RE
SG=DUPONT SENTRYGLASO INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. P.E.p 68705
I
I
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
W (XX) 4"D.C.MIN., (OIO,OIOIO,ETC.) (XIO,OIX,XIX,OIXIO,XIOIX,OIXXIO, ETC)
SEE TABLE 4, - SEE MULLION CLUSTERSEE MULLION CLUSTER
THIS SHEET, DETAIL BELOW ,_ �� DETAIL BELOW
4'MAX. 4'MAX. ASTRAGAL FOR QUANTITY, / +t 1\+
_CLUSTER- SEE TABLE 1. ! ATTACH DOORS AND I ------T
1 .L SHEET 1 FOR SIDELITES TO THE
9-112' 9-1/2' -- TYPE ` i
9'MAX. --- MULLION AS PER
MAX r CENTERED MAX I/ THE INSTRUCTION
I OF THE INDIVIDUAL I
�i BETWEEN DOOR OR SIDELITE
'7 ANCHORS I � •,� t I I •
CENTERED RS-p• CENTERED I
BETWEEN I t BETWEEN 96'MAX.
HINGES I I I I
I HINGES I TABLE 5: I MULLION
_ I
I I
SEE
I I LENGTH IN
NOTE 11 12"O.C. NOTES I / VERTICAL MULLION i I n
DESIGN PRESSURE VERTICAL
CENTERED I MAX. CENTERED l I j APPLICATIONS
-f' BETWEEN- I i a
BETWEEN +1.70.0 PSF
1 SEE I '
ES i
HINGES •� I � I NOTE 1
HING
l CENTERED -I
BETWEEN �i j •� i SIDELITE SIDELITE SIDELITE DOOR
NCHORS 10-112' L- J
\ MAX W Y
'' ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS 1 >
ANCHOR REQUIREMENTS? ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD O
SAME AS HEAD SAME AS HEAD MAX MAX. }n R aloU .--
X XX (USING ASTRAGAL) 6 - s _ — O N N u"'i
r r
1'MULLION `+�1'MULLION O a 0
�' X.II__..---- �� i 4 MTABLE 4: 4"O.C.MIN.1 ' *��*--;;4.O.C.MIN. 4"O.C.MIN. 4 i�jl--},�`t 4'O.C.MIN. Z lJi o lei
TABLE 3: 1r' ' I I 1 I t =W
L 45
XX Door.Astragal Cluster Anchors Required I
DOOR DESIGN PRESSURE Head d SBI I SEE TABLE 6, I I SEE TABLE 6, W : XO CoN
I THIS SHEET, , --- 1 THIS SHEET, W Z 'C'0 {
♦/50.0 PSF Glass Type 1 Door Width(in) FOR ANCHOR FOR ANCHOR W m O r. t DMU
•I-70.0 PSF GWss Type 2 48 60 72 76 `\ SIDE- SIDE- -QUANTITY,SEE `\ SIDE- DOOR QUANTITY,SEE f`> O 0 O J
Q LITE LITE i TABLE 1,SHEET ` LITE ��,^ TABLE 1,SHEET Z d Z W
of m 1-°4 m 1 FOR TYPE 1 FOR TYPE O 0
g s a S g r _ _ _ ¢ v
Qm ° e 2 �' 2 a ce a Tie �' e Of
a x O ¢C9 Q rJ ¢(7 (9 a 0 (7 TABLE
80 4 4 4 5 4 5 4 4 Anchors for Vadical Mullion(each mullion end) FOR"0(70(10• 0 Q 53"si
96 4 5 4 6 4 8 5 4 Docror Sidolite/Tiansom Width(m) AND SIMILAR p
12 24 32 3&314 40 CONFIGURATIONS S U) Z
CONTAININGA V
Muluon _m o m u o m u m m v o DOUBLE DOOR a W K
TRANSOM-TO-DOOR(X10)OR TRANSOM-TO-SIDELITE(0/0) "NON 2 e 9 9 2 9 2'e` 2������'e` �e�e �� �� �)USE o LL Z
M) u a u u u = O O ONLY HALF OF F J C9
MULLION ATTACHMENT&INSTALLATION �a WA z 1 2 z 1 3 2 1 WA WAwA THEFRAME w }
SLT/1R 80 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE U ; W O
ATTACH DOORS. - DOUBLE DOOR
SIDELITES 8 Doer WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING I
TRANSOMS TO THE / -''��^� Be THISTABLE. aNrl '�saU saua5
SLTrtFi 1 2 1 3 2 1 3 3 2 3 3 2
MULLION AS PER - .t i',i I i I
THE INSTRUCTION r \\\1"MULLION 1i
OF THE INDIVIDUAL TRANSOM `+ HORIZONTAL INSTRUCTIONS: ;• •{ L.:;i:f.;
PRODUCT ---1--t __. t I MAX ",,1
1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR MULLION J.,ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH
APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). ...��'.
t 8-112' ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR
MAX. r TWO 2 ANCHORS - I� •f J = i
() EXAMPLE,ON AN•XIO-CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE _
TABLE 7: DOOR OF2 _- (TYPE A-D)AT EACH DETERMINED.THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY. _ ,-v=
HORIZONTAL MULLION SIDELITE _ MULLION END. +, ✓�� "-
DESIGN PRESSURE - ,_ NOTES: _" 6 :,
_ 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
•1-70.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1-FRENCH DOOR MULLIONS. �'`%<�•.'••.�+.G�T;��'.''..���.: i
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NCA. f,`�<t+�''• J
I _ _ 40'MAX.MULLION LENGTH THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP.
IIIA ��� IN HORIZONTAL APPLICATIONS 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS.
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEI RANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E.
6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E#58705
Short Side(n) j
m
m
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a N a N a N A N A N A N Groups B•D m I - 0
yL --------- ----------- m
nchor r
WN WN W N ANAN aNGroupA ------
Anchor
_Anchor
A N A N A N a N a N A N Groups B-0 p =m g y O
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U N U N W N W N A N P N
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A z g y=4 m Z
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-
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W N W N.N.N W N ANGroupA
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Groups B-D p'E pG)0
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A N A N A N Groups B-D ? O I I I I
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W N W N V N V N W N W N GroupA D W N +2
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W N W N 111 N W N W N W N Gm�US B-0 5;Z. M.�m.
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B-D
" 1070 TECHNOLOGY DRIVE Rev 3 Rev 2 Re+i
;:�`'J••••• N.VENICE,FL 34275
Z.
> _ 3,.' P.O.BOX 1529
NOKOMIS,FL 34274
az.
CERT.OF AUTH.#29296 (941)480-1600
r .' .•' '`
g p =.. ,;;`' VINYL FRENCH DOOR AND SLTIfR 517/13
m
in �''.' ;� ° `\ SLT/TR ANCHOR QUANTITIES om J ROSOWSKI
FD-555 2 NTS r�-' 5 OF 11 qz° FPA-555.1 p
EMBEDMENT 1/4" INSTALLATION i
MAX. OPTION 1
qq)
SHIM 23INSTALLATION ANCHORS
EDGE 16 INTO 2X WOOD. X13DISTANCE I
671
TYP,ANCHOR TYPE,
EMBEDMENT AND 71 - 33 — L�
EDGE DISTANCE PER --
SUBSTRATE,SEE
TABLE 1,SHEET 1. --—' -- —
i
1 ANCHOR PER HINGE _
TO BE THROUGH
SUBSTRATE.MIN.910
FLATHEAD SMS,SEE -
TABLE 1,SHEET 1. 5
72 47 48 EXTERIOR 14 15 9 6
53 ¢ �
28
70 19
2X WOOD SUCKSTRIP EXTERIOR
OR FRAMING,SEEW Y
NOTE 2,THIS SHEET DETAIL DETAIL �
ALSO SEE BELOW
❑ tQA
}n a aloe Q to
N �
Q J N J G 8 D
Z LL Lr)LL uma°O LL
EMBEDMENT — 114' INSTALLATION x L
-i co
1Mnx. INSTALLATION Max OPTION 2 w v O 2 -0
• SHIM 23 OPTION 2 SHIM 23 INSTALLATION ANCHORS F W m Q Y t
EDGE ° 16 INSTALLATION ANCHORS DISTANCE DIRECTLY INTO MASONRY.EDGEo> Q 0 J !.
DISTANCE ° DIRECTLY INTO MASONRY. a 2 d Z 0 LL
❑ O
m
• �1 TYP.ANCHOR 1 1) 45 d'
TYP.ANCHOR TYPE, Y9 —� TYPE,EMBEDMENT 46 ® N 0 mays
EMBEDMENTAND AND EDGE ° �_ H ❑
EDGE DISTANCE PER \ DISTANCE PER Z
_ z
I — 0
SUBSTRATE,SEE SUBSTRATE,SEE O
TABLE 1,SHEET 1. TABLE 1,SHEET 1. -- ¢ Z
ai
W F o35
-- o
1 ANCHOR PER HINGE ,. � I rr Q � I
TO BE THROUGH •. I p r—i- Z Z ❑
SUBSTRATE.MIN. — '°
3116•FLATHEAD —
ULTRACON,SEE - ' ,� /26 14 15 CONCRETE/CMU ANCHOR ` 4 EXTERIOR alta 'asap sal.a5
TABLE 1,SHEET 1. a EXTERIOR i
. � PER ANCHOR
REQUIREMENT
DETAIL = `I'c' '
ALSO SEE ABOVE DETAILL `�' �� ,
I`I`J.=',•I SIJ {
INSTALLATION NOTES_
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. r.~T c,
2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1.1M'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE // {''� •"' •• l'"J�•'
AUTHORITY HAVING JURISDICTION. .�i,I 11'�•��' [
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
A.LYNN MILLER,P.E.
P.E.056705 i
f
TYP.ANCHOR TYPE, INSTALLATION
EMBEDMENT AND EDGE tf4'
T OPTION 4
DISTANCE PER SUBSTRATE, M
AX
-018 INSTALLATION ANCHORS
SEE TABLE 1,SHEET 1. SHIM
DIRECTLY INTO METAL.
EDGE
1 ANCHOR PER HINGE TO BE DISTANCE
18 I THROUGH SUBSTRATE.MIN.
---410 FLATHEAD SMS WITH I ----i
MIN.3 THREADS BEYOND DOOR 1"
TYP.ANCHOR
67
METAL SUBSTRATE. — VISIBLE LIGHT V—
29 5 WIDTH(DLO) 7 AND EDGEEDMENT
33 71
_ DISTANCE PER
f'- -- SUBSTRATE,SEE
_ — -- TABLE 1,SHEET 1•
a7-1 52 i
EXTERIOR 72 41 / >
3 35 I EXTERIOR 48
1'FRENCH DOOR MULLION /70 1547 20 28 z`
18
DETAIL APPROVED MULLION(SEE
SEPERATE APPROVAL), _
ALUMINUM,STEEL FRAMING
DETAIL E� OR STEEL STUD.SEE > z:
SUBSTRATE PROPERTIES, C
— TABLE B,THIS SHEET ❑ M 0 t
DOOR FRAME WIDTH ti arop Q
INSTALLATION OPTION 3 -- - Y r.
INSTALLATION ANCHORS THROUGH O V N of to
to i
1X BUCKSTRIP INTO MASONRY. 1 cl)) o To d
EMBEDMENT �- TYP.ANCHOR TYPE, Z 1,.. Lo LL � 'ro'0 LL
• ° 114" EMBEDMENTAND U U X y O
W
MAX. EDGE DISTANCE PER 18 — O 2E W w 'ons
SHIM 23 SUBSTRATE,SEE 1D F—W m O t J.MO
EDGE TABLE 1,SHEET 1. > ci Y !—
DISTANCE - r v O Z d Z
�l 6) ❑ LL
u QIt
!
TYP.ANCHOR 0
TYPE, 29 29 5 ® `� 00 laav5
EMBEDMENT I �g 33 ❑ N
AND EDGE Z
DISTANCE 3;41
U O
PER ° — < WSUBSTRATE, OSEE TABLE 1. I' I LL —i NSHEET1. ° wF �W ❑
LL i
CONCRETE/CM -@) -1-0 EXTERIOR �— 35 EXTERIOR
z
PER ANCHOR n arrl� saueg
REQUIREMENT 1X WOOD v 1'•�" 'r r�;� r
DETAIL
BUCKSTRIP, 18\ .',;r .•( i. h
SEE NOTE 2, SIDELITERRANSOM FRAME WIDTH u - ;o,sr'•��'::a"', i
THIS SHEET. DETAIL G
INSTALLATION NOTES:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON t ', t? ' .�� '
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. , r.,. "'`•-
2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112°.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO J'%•CFI{"': „1
MASONRY.WOOD BUCKS DEPICTED AS'2X”ARE 1.112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. `~l f`'•"'I'`• ,
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR.SIDELITE OR TRANSOM. •'r I''I c.t`
r
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.4 58705
' Y
INSTALLATION OPTION 3 INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY. _ EDGE IX BUCKSTRIP INTO MASONRY. EDGE
DISTANCE DISTANCE I
i s 2X WOOD _
\ CONCRETE - BUCKSTRIP
--(3B PER ANCHOR ,< ° a OR FRAMING,. `�� l j
16 EMBEDMENT
REQUIREMENT EMBEDMENT SEE NOTE 2,
THISSHEET
1 1X WOOD ° •�' 1X WOOD BUCKSTRIP,SEE
BUCKSTRIP,SEE • NOTE 2,THIS SHEET.
NOTE 2,THIS SHEET. 1/4"MAX SHIM
17
1 r— 1/4'MAX SHIM __ _
o.?r
8- 25 l '
j O
10 18 NP.ANCHOR ) TYP.ANCHOR i I
TYPE,EMBEDMENT TYPE,EMBEDMENT
EDGE AND EDGE s i
16 I DISTANCE PER DISTANCE PER
TYP.ANCHOR SUBSTRATE, 35
SUBSTRATE,
TYPE,EMBEDMENT I TABLE 1,SHEET 1. I TABLE 1,SHEET 1.
AND EDGE Y
DISTANCE PER w 1n -ma-
SUBSTRATE'
maSUBSTRATE,SEE ( -{6 1 -y 3 7 > 3:
TABLE 1,SHEET 1, Ix
zn 0 r
DETAIL 5 O N 04 alw Lo
EXTERIOR 33 DETAIL O-1 N o „a LL
a Z U)LL C 0
�, =C)
SIDELITE/ W O
TRANSOM ~O Z W m O i t 9rn0 ;
14 15 / WINDOW FRAME > ODOR
a j
/ VISIBLLE LIGHT VISIBLE LIGHT HEIGHT Z O-Z fn O
i HEIGHT(DLO) ❑
DETAIL�H / `l HEIGHT(DLO) i Q
i
DOOR _ I 41 O taa45
/ O 33 FRAME 0:999 ® O i
HEIGHT ,: ❑ r> F
EXTERIOR 5 U
Z 1
INSTALLATION NOTES: a a W ~ alaas
Lo
DETAIL L� LL Q I
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR DETAIL J�
TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE
V' Z Z L
LIMITS.NV INSTALLATION OPTION SHOWN MAY BE USED ON I -ANCHOR
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I INSTALLATION
EMBEDMENT
OPTION i AND EDGE aq�losa4 sa�.a5
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'IX'.ARE i INSTALLATION I I DISTANCE PER g
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X INSTALLATION i ANCHORS DIRECTLY 29 SUBSTRATE,SEE •.�'• •"`1`•t,';;• •/�' C
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 -202 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. '•I �, ;•.�"-•i j
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X'ARE INSTALLATION ANCHORS TYPE,EMBEDMENT �" ! �•�.`~ ��• 41)
1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. AND EDGE �\ UI 114'MAX.SHIM OR J ••.'r'
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 --mss DISTANCE PER 1 / 3.4 KSI NON-SHRINK.
APPROVED BY THE AUTHORITY HAVING JURISDICTION. SUBSTRATE,SEE NON-METALLIC
TABLE 1.SHEET 1. GROUT-FULL
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 ❑) U M�
LENGTH
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE �J =.� •• (0 �S `rl�-
FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4"MAX.SHIM
T �T:T=L�' �•
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, - - } ° a V ' •.";'���.',;'+=>"�,-`'
SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE ''"'
l(���---� EMBEDMENT CONCRETE PER a EMBEDMENT
SYSTEM.
2X WOOD BUCKSTRIP ANCHOR
OR FRAMING,SEE J—_ _ REQUIREMENT , a {
NOTE 2.THIS SHEET -
EDGE DISTANCE A.LYNN MILLER,P.E.
EDGE DISTANCE ;; TSI P.E.tt 58705
i
�+- 2.281" --�
'r---- 4.922' --
4.565' --- i .582' 0Q i
',-�----- 3.925' - I T
I J-� } 1.457"� '
.600' i .075 1 075' I
n .312' - 1.750^
o �1-�5 1 4
1.000 E3O SIDELITE ADAPTER
#20003,Rigid PVC
D&JAMB FRAME SILL PANEL RAIL&STILE
O #200 0,AME Ce luular VC O#20001,Rigid PVC O #20002,Cellular PVC
3.079' -
.182' i
r 1.503' ►•{ �- 2.4�7 1.09T _I I•�
2.146-
1.500"
I ' ` I 7
.278" W
4.561' >
.080" 3.564"
I 3.518•
1
Lf)
�
.080' ai°0 0Yfn
3.518' •� 3.516' '080' . O O
nL
4- u.a-1L-
,
I
Co
O
tj8 J NJ o n-
� Z LL �LL m map LL
U V X. o
1.075' 1 y W Z O 0 7 D:' °ry
5 HINGE STILE 1 11 II ~W m O - t c c
.888' 1.075' 1.075' -+{ 1.075' 1.000' 0> O YO � J
O REINFORCEMENT
#20013,6063-T6 TOP&BOTTOM RAIL PANEL STILE ACTIVE INACTIVE 1"FRENCH z a z o LL
O REINFORCEMENT OREINFORCEMENT O ASTRAGAL O ASTRAGAL �� DOOR MULLION ZQ o0i
- 1ss4^ #20014,6063-T6 #20015,6063-T6 #20016,6063-T6 #20017,6063-T6 #20022,6063-T6
1.140' 140' t-11.258' ® O iaays t
I 1.450' I� .075" .060' ""-T O (n
1.359' .062' .2811 i .281 I.61 ���n 343' .375' .773" .062° ,xr" V N ~ i
7 Z
I r .s1D^ �i T a IX z a°�s j
.060 I .060' .070• .640• �- 1.62s O a, O i
INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 1"MULLION ACTIVE LL T
13 ASTRAGAL COVER 14 BEAD 15 BEAD 6 COVER, 7 FIN/FLANGE 18 CAP 9 ASTRAGAL COVER u z F O
#20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 20009,Rigid PVC #20011,Rigid PVC j LL i
apl •°sep s�e5
-I-� 1.012" 1 ...... "e' '/..
I .625' ,�; t•i,
2.285' -'�"� y l� `iC. pl��'•-, t
832" x,540"� .935'
.386' .500' II II .723- ,047 J No.5"713 _
050" U U I1011.191• f
--r{��- 2' -►�~-- .063' 050• /o = }
.200
.06 �•
SINGLE DOOR ANCHOR 24 THRESHOLD 25 26 HINGE TRIM >'OF
20 ASTRAGAL COVER 22 SILL CAP 23 PLATE 4 CAP O DRIP CAP O COVER
#20012,Rigid PVC #19009,Rigid PVC -#19031166i5346 #20020,6063 T6 #20021,6063 T6 #20023,Rigid PVC '%^ ": '`
.tir:I I
I
A.LYNN MILLER,P.E.
IL P.E.#58705
TABLE 10:
# PGT Part# Description tR.4d
DOOR HEAD 23 55 91
1 za000 !Door a tleIRe/Transom Main mme DOOR PANEL HEAD
2 200D1 Door Frame Silt 1
3 2D002 Panel Stile s Reil C @ B 19
3
4 200D3 Sidelite Adapter Rigid PVC
5 20013 Hinge Stile Reinforcement Alum.,6063.76 6
6 20014 Panel Rail Reinforcement Alum.,60&3.16 1
7 20015 Panel Stile RaiMorcament Alum.,6063.76
8 20016 Active Astragal Rigid PVC � 28
9 20017 ktacthe Astragal Rigid PVC Ll
10 20022 1"French Doo'Mullion Alan.,6063-76 4 23
13 20004 Inactise Astragal Cover Rigid PVC 'a 3 /
14 20005 1-1116"Be�ei Bead Rigid PVC i
15 20006 1-1/16"Ogee Bead Rigid PVC 5 i
16 20007 Screw Cover Rigid PVC ''+.,-1
17 20DOS Add-on FiNFlange Rigid PVC 3
18 20009 1"Mullion Cap Rigid PVC DOOR �" >
a
19 20011 Active stragal Cover Rigid PVC JAMB ti ----
2020012 Single Door Astragal Corer 'id PVC a F
22 2001 B Sill Screw Cover Rigid PVC
23 19031 Anchor Plate >
Alum.,6063-75 �
24 20020 Threshold Cater Alum.,W6376
25 20021 Drip Cap Rigid PVC 35 �67
,C
26 20023 Hinge Trim Cater Rigid PVC --26 DOOR PANEL > n2 .
28 Fin Weatherstrip ;
29 1671/3 Frame Weatherstrip 70 -' HINGE STILE p in r0
31 714FPT410M Frame-to-Wide Slab Screw.#14 X 1-112"Phtl.FH Stainless Steel
32 7S1O1X Fmma4ONanawSlab Saar.#10X1"PNI.FH Stainless Steel �/ DOOR PANEL l.}9 civ N aro° a L
33 78X1FPT410 Reinforcement Screw.#8 X 1"Phil.FHStainless Steel / !
LOCK STILE
co tet' -s
34 710X2FPAX Frame Assembly Screw.#10 X2"Phil.FH Stainless Steel Z LL �LL xo° t
35 714FPT410RW W-W Slab Assembly Screw.#14 X t-112"Phil.FH Stainless Steel T
36 7S101X N-N Slab Assembl Scrav:#10 X 1"Phil.FFI Stainless Steel tU U X�
37 71420X2.25 N•W Slab Assembt Screw:#14 X2-114"Phil.FH Stainless Steel F m tY am
39 DumSesl Spacer 33 W _, Ora°
40 62689 Su er INSTALLATION
41 720026 Setting Block, Dum.=85+/-5) EPDM ANCHOR 0i Z .-
cn `'
42 Backbeddi :Dow-995 or GE-7700 Silicone 71 LL.
GE-7700 <
0O 0
43 Ar on Gas „19 36
44 6HL514O Fbt Melt But I ./
INTERIOR �` a
47-73 see Hardware BOM,Table 9,Sheet 12 �/f
90 20033 Inacthe Astra al Cap Acetal 72
91 20035 Active Astragal Cap 37 =
x U H
33 6 uj alaas
DOOR 2 o LL
JAMB g ,� ' a W
DAYLITE OPENING(DLO)SIZES 3
7 O LL
O
WHEN USING PART#3:(WIDE RAILS OR STILES)
24 agcy rosa0 saue5
X DOOR FRAME HEIGHT-12.1=DLO HEIGHT r t v .•.r;s_--
X DOOR FRAME WIDTH-12.3=DLO WIDTH SIDELIE TRANSOM
XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT
XX DOOR FRAME WIDTH 12)-11.5=DLO WIDTH JAMB MARROW `
SLTTR FRAME HEIGHT-i2.i=DLO HEIGHT �,\,":. �_ .,••z� t
FRAME ar
SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOOR a-- Ar ;+r3,0 •:•r;G-'-„ i
WHEN USING PART#4:(NARROW RAILS OR STILES) -
SLTTR FRAME HEIGHT-4.9=DLO HEIGHT SILL
SLTTR FRAME WIDTH-4.9=OLD WIDTH e : -
16
SIDELITEITRANSOM ~'is;i> '•:; RtDA„ >�,:
34 35 - SILL W/WIDE FRAME ''�'"�r"`�••
1 LHEAD SIMILAR) j L
A.LYNN MILLER,R,P.E.
P.E,#59705
HARDWARE DETAILS&LOCATIONS '
52,5553,55
C4t749,
67 60
64j/ 68
--.
T � Tk�2 54
i
EQUALLY-
SPACED
/ 67
1 / 11
EQUALLY- ° n
SPACED °
\ 0 0
• \ a
W Y
\ \ / CO) �e
44"O.C.
EQUALLY- \ MAX. ,% q
SPACED
-`a UL
Ld
MAX W X
8'O.C. MAX. \ U 0
70.73 ° — 70-73 o y m Y
It "X"CONFIGURATION °
"XX CONFIGURATION 61 z D z m
u,
q O
TABLE 12: d r-
# PGT Part# Description Material m X ~ Iaays
®
47 666032701 53000 3 PT Rhino Lock{68} p wHINGE RETAIL: T y
48 666032702 P3000 3-PT Who Lock(over 6'8")
49 71032X1FPFX Rhino Lock Screw.10-32 X 1"Phil.FH W aro>s
52 20027 A"ustable Strike Plats Assembly Stainless Steel
53 20028 Center Strike Plate Assembl Stainless Steel @ 0 O w Z N
54 7S101X Strike Plate Screw,(X1:#10 X 1"Phil.FH 410 S.S. � 0 19
55 78X12PFHUX Strike Plate Screw,(M:#8 X 1/2"Phll.FH 410 S.S. v Z (0 q
60 7SB1202 Flush Sol Q ® Q } LU
LL
61 7803725 Flush Bolt Rod{)0(1 4' alio ossa saLaS
62 420034 Flush SON Guides(X19
63 7832X12FP)P Flush O Bolt Screw 832 X t/2"Phil.FH
64 48033N Guide Pin(104 \,,:,•
85 78036 Flush Bott Strike Plate(X19 Stainless Steel
66 7932X12FPXP Flush Bolt Strike Plate Screw,(M:#8 X3/4"Phil.FH 410 S.S.
67 varies Handle/Han Han / ^
68 varies Dummy dlefLever 4"
015.Is �l
70 20025Butt Hinge Stainless Steel :_af`. ',T._:F i
71 71032X1FPFX Hinge,Slab Sclew.#1032X1"Phll FH Stainless Steel �J ;�.,.>n,,L,,:,,.•.:; ;:.' l
1.72 7S101X H(nge,Frame Screw 010 X 1"Phil.FH Stainless Steel M `,`•'
771 i
A.LYNN MILLER,P.E. l
P.EX 58705
Company: NSA Job Description:
Prepared By: John Rosendale
Client Name: Dixon Project Number:
'Version 10.6 > L
a,s"vQnform y+
th E
DESIGN PRESSURES FOR WALL COMPONENTS 8 CLADDING
Design Data Building Data
Wind Velocity(mph) 170 Mean Roof Height 10
Risk Category 2 Building Width(ft) 32
Exposure Category D Building Length(ft) 54
Directionality Factor 0.85 Roof Slope (x:12)
Internal Pressure Coefficient+/- 0.18
Design pressures listed below are: Allowable Stress
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 Door 4 0 37.5 79.75 40.0 -43.5
Width of End Zone(a)in feet= 3.2
5 h
s 0 4 a
Y
i
STRUCTURES INTERNATIONAL,LLC
LIMEPko+ r p Sserst xr rsa r
12/13/2015 12:23 PM
- NationaR Slits - : a cr aumd Alunftmum Inc.
7111) l:,nnn-wi-, t • ,. 1 ; ,,, ,,pito. Florida '134511;
4
Key
Storm Panels-SP Rollups-RU
nIltiH 1Avn.cmu
Accordions-AC Windows/Doors-WD
i-lURRICANE. Pg0TECTl0iY1 SYS 1 EMIS LIC NSF.f- I: ! :i-!4L ;.i.. rt:,iC l'� F.:S.`.
Bahamas-BA Retractable Awnings-RA
WINDOWS, DOORS, RAILINGS, Colonials-CO Ultra Lattice-UL
SCREENS AND !'ERGO[-AS
,
3 -J2 0 3Lt� x
Special Instructions:
Customer Name:
SignatLne__. Dateat :? s
D e
National Shutter & Aluminum Inc.
Hurricane Protection Systems, Windows, Doors, Railings, Screens& Pergolas zoo
�UPE�
700 Commerce Way West SERVICC
Jupiter, Florida 33458 AWARD
561.748.8806 Office • 561.748.8902 Fax
Licensed& Insured CBC 1253858
A+Rating BBB
JOB NAME: %ice,= �i� / DATE:/L,.'
JOB ADDRESS — ? `�_ J f M/c C -7—
JOB:
CITY/STATE/ZIP:
DEVELOPMENT NAME: CASH TERMS
SUBDIVISION: Total Price $
-- j
LOT: BLOCK#: Permit Fee $
CONTACT PERSON: New Total $
JOBSITE PHONE: 22— 3 kXV NEXTEL#:I I<& Deposit$
Measure$
BILLING ADDRESS: On_ ----
On Start$ J
CITY/STATE/ZIP:
On Completion
TELEPHONE:1 1_ FAX( j
Description of the site of structure: NSA Use Only '
❑ New site Existino Building Complete all information that pertains to i0D.
f Panner: ❑ Yes r; No ❑ N/A
!
❑ Permit not required ❑ aarn;it n; : :
Sinale �arnriy� Construction:
I" ( Property Control #
D Construction; ❑ Block
Permit Locale
j
!_1 Townhouse ❑'�/Vood ------
17" Othr;r Other Master Permit#
No. of Stories ❑ Deady to Measure Eff. Date:
I Product Type: ❑ Tentative Installation Date:
❑ Accordion No. Total Openings ❑ Survey ❑ Sealed Survey ❑ HOA Approva;.
Panels: (circle one) No. Doors ; ❑ Notice of Commencement (Retail>S2.500.DOi
i
20, 24, or 28 gauge steel No. Windows ❑ Floor Plan Layout w/Window sizes
.0375 or .050 Aluminum No. Sliding Doors ca i
❑ Clear Panels
❑ Other Mean Roof Height Average Window Average Window
Aluminum Finish: (For Accordions Only) Height 1st floor Height 2nd floor
�
❑ Mill ❑ White ❑ Ivory ❑ Bronze ❑ Beige
County Code: DADE )j*FL BLDG CODE
SPECIAL INSTRUCTIONS:
Ask about lifetime warranty with extended maintenance contract.
National Shutter&Aluminum Inc.offers yearly maintenance contracts with the purchase of our shutters systems. Included in the l ii„t•=: : n_:.:
.:ontract is cleaning out all tracks on accordion shutters twice per year and lubricating shutter systems.
, � t_ f �_ { I�V>>V
v
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_, ,_ .. ._ - . t- ;4 �-:��,, i lvL r". �,�, _ z;-- �r•'�-�---j".f� .�G c. f�/�-�"2 G-C.r -•>`'�� '
Y
12/13/2015 Florida Building Code Online
Z'7 1 277f
FM
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id
IOi3 tkl(tfieI1 BCIS Home Log In User Registration 1 Hot Topics j Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map € Links Search €
Busin'q
pp"�,y]
Professi 1-IU) SER:Public User
Approval
Regulation
f [I, ,fs` �_M,{'}� ! Product Approval Menu>Product or Aoolication Search>Application List> plication Detai
C t N1 FL# FL331-R11
Application Type Revision
Code Version
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
i
Archived
Product Manufacturer PGT In rie
Address/Phone/Email Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 22318
druark@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 Dssemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yvp/o2bgnWdjpdNKCrtStUu3rK9ehHYp/o3d 1/2
12/13/2015 Florida Building Code Online
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summary of Products
FL# I umber Number or Name Description
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC FD-290 Certification.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/21/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-290.odf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
€ Created by Independent Third Party: No
i Evaluation Reports
FL331 R11 AE FD-290 Evaluation.Ddf
Created by Independent Third Party: No f
331.2 FD-455 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-455.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
Impact Resistant: No 05/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-455.Ddf
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-455 Evaluation.nddf
IE Created by Independent Third Party: No
331.3 W FD-555 -�—� Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FI-331 R1 C CAC Certification FD-555 II.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/21/2017
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design FL331 R11 II FD-555.Ddf j
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-555 Evaluation.Odf
Created by Independent Third Party: No 1
Rack Next
Contact Us:: 1940 North Monroe Street.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:
5L'C111'1 iYl:Ttila`.`S`
-' a
https://www.floridabuilding.orgfpr/pr_app dtl.aspx?param=wGEVXQwtDgtsZzB6Yv°/p2bgnWdjpdNKCrtStUu3rK9ehHY*/o3d 2/2
GENERAL NOTES:SERIES 555 LARGE&SMALL MISSILE, DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL
FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1:
FLORIDA BUILDING CODE. Group Anchor SUbstroffi Min.Edge Min.
Distance Embedment
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS.
A 3/16'Elco Ultracon Ungrouted CMU,(ASTM 690) 1" 1-1/4"
3)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE Ungrouted CMU,(ASTM 690) 2-117' 1-1/4"
MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. P.T.Southam Pine(SG=0.55) 1/7' 1.9J8" I
4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 Steel SMS(GS) Aluminum,6063-T5' 5/16' 0.0713"(14 Ge)
BUCKS LESS THAN 1-1/2•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 910 410 S,S.SMS
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18.8 S.S.SMS Steel,A36' 5/18" 0.056"
ARE 1.1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TOB Steel Stud,A653 Gr.33' 5116" 0.056"(16 Ga)
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS P.T.Southern Pine(SG=0.55) 117' 1-318"
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
3/16"Elco Ulllacon Grouted CMU,(ASTM 690) 2-1/2" 2-1/4" ti i
5)IF SILL IS TIGHTTO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED.NON-SHRINK. Concrete(min.2.85 ksl) 1" 1-3/8" i
NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.1/4'SHIM SPACE FOR GROUT) 1/4"Elco Ultracon Ungrouted CMU, ASTM C-90) 2-112" 1-V4" ^
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, P.T.Southam Pine(SG=0.55) 9/16" 1-318" p
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR #12 Steel SMS(GS)
MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE #12 410 S.S.SMS Aluminum,6063-TS, 318" 0.0713"(14 Ga) _
AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. Steel,A36' 3IB" 0.056" W M Y
#12 18-8 S.S.SMS > U) '"aa
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gr.33' 3/8" 0.056'(16 Ga) LL, F
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southam Pine(SG=0.55) 1" 1-31IT ro y
SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR1/4"Elco Ultrecon Grouted CMU, ASTM 690 2-1/2" 1-314" } a1°0 0 U)
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR C ( ) ()v N 2" �n I
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Concrete(min.2.85 ksi) 1" 1-318" 0" A Q i
OF THESE INSTRUCTIONS.
Concrete(min.3.35 ksi) 1" 1-3/4" O LL N LL o °Moo LL
114"Elco 410 S.S.CreteFlex Z 0 LL (0 t
7 SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO Ungrouted CMU, ASTM C-90) 2-1/2" 1-1/4" x Uj
THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY V l'J X
P.T.Southam Pine(SG=0.55) 1" 1-318" Ili— 0 2 m 0 °N
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, F-Z m O Y nrn5
SIDELITE OR TRANSOM. 114"Elco 18 8 S.S.Aggre Gator Concrete(min.3.27 ksi) 1-1/2" 1-31&' o W Y C
s)DESIGN PRESSURES: Ungrouted CMU,(ASTM 690) 4" 1-1/4" r- O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS ANDrD1/4"Elco Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/8" Z d Z .. 0 LL i
GLASS PER ASTM El 300. 1/4" EIco410 S.S.CreteFlex Concrete min.3.35 ksi 2-112" 1-3/4"
¢
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. f
FRAME ANALYSIS AND GLASS PER ASTM E1300. ® '$, 0 faaa5
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
W
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT TABLE 2: = F- Z
BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR Type Where Z Z
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER # Description ll�d: a W j el°'S
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR p CC
LL
CORROSION RESISTANCE. 1 1-3/16"Lami.IG(1/8"T-11/16"Air-1/8"An-.090"PVB-1/6'An r L
9)ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 2 1-3/16"Lami.IG(3116'T-5/8"Air-1/6'An-.090"PVB-1/8"An) Door J Z "' i
Z
TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 3 1-3116'LEmi.IG(1/8"T-9116'Air-3116"An-.090"SG-3116'An) $idelite& > (0 LL
4 1-3/16'Lem!.IG(3/16'T-1/2'Alr-3116"An-.090"SG-3/16'An)
Transom
10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 5 1.3/1Lami.IG(1/8"T-9116'Air-3116"An-.090"PVB-3116"An)
6" erl�t •°sap saua5
BUILDING CODE. 6 1-3/16'Lami.IG(3/16"T-117'Air-3/16"An-.090"PVB-3116'An) (SLT/TR) ;11,
11)REFERENCES:TEST REPORTS FTL-7393,7398,7402,7403,7404 8 7418.
SG=DUPONT SENTRYGLAS®INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. �•\ ( .. ..
GUIDE TO SHEETS: it 1
ProtluCt Sire DP Cenlfeetlon# T- `
GENERAL NOTES...........................1 _...j .,0.5:.105
Mullion 96' +/-70 Psf 190-1010.278 ELEVATIONS...................................2 =
GLAZING DETAILS..........................3
38314'x 96"p() D 190-100 2T7, DESIGN PRESSURES....................4-5
Door +!•70 sf
76°x 96• XX 1009 _ o
SIDELITE/TRANSOM ANCHORS 4-5
sltlelrceor 40•x111' 190.274,275,
P 1006.1 �� ST.+r= ^ •.
t
+/•70 sf INSTALLATION................................6.8 -� 'OS• �Ca
Transom 111"x 40" 007
EXTRUSION PROFILES..................9 ';`':<;,`'•.:.::'.•• ,�.+.•
PARTS LIST.....................................10 r .,
CORNER DETAILS..........................10
HARDWARE DETAILS.....................11 i€
A.LYNN MILLER,P.E.
P.E.#58705 I
i
�i
EXAMPLE CONFIGURATIONS
40"
MAXP.
38-3/4'
6' _ (M�) 76'MAX. --�{ ®TYP• I M MULL 1"MULL MUL�a 3AX M "—+IF+ 1Y
MAX.SLAB IIf I (�J1/ �I�—
!~ WIDTH i
�.
/
HEIGHTEI93-718"
MAX.SLAB (ALL DOOR
HEIGHT CONFIGS.)
n
z
YP.DOOR SLAB X XX k OIX(SHOWN)OR XIO ONO W M Y
._/ (WIOE STILES AND WIDE RAILS (NARROW STILES AND WIDE > '^aa
40"MAX.GLASS 40"MAX.GLASS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) O
TYPES 3 8 4, TYPES 3 8 4, 40'MAX. U U
DETAIL 36"MAX.GLASS 36'MAX.GLASS I HORIZONTAL 3MAX N N aloe L
TYPES 5 8 6, TYPES 5 8 6, --�� �
HEET# MENLGTH -i J m M p E d
Z IL in LL � v.«ap LL
LLF
40" 40' / / V_U X
7-76'MAX. MAX. -+� %�- MAX. m O v pM0 i
--�{ 98-718" 106-1.6' TYP.—aJl
—� 1"MLILL(X2) I� �P I MAX. MAX. I I� 1"MULL o f 0 YO J
DLO DLO T I Z D_Z U U
T 11Z LL
v O O O
111' 111' Q Q N
/ ••\ te
HES T / HEIGHT 1'MULL ® O lir
LD
OR WIDTH OR WIDTH
/ N
VERTICAL / / LL
/ = O O F-
Z
MULLION
LENGTHH LL W U 71
o=s
LL Lo
a � I
Li -1 2 T I
L) Z 0
aq1 'asap sauas
O(xxjO SINGLE O SINGLE O OIO(ADDITIONAL MULLED \
(WIDE STILES AND WIDEWI( DE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOWED) =�, ••• �? '%,
RAILS SHOWN ON SIDEUTES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)_ (WIDE STILES AND NARROW O/O WITH O/X WITH
RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL
MULLION MULLION r'•=' ''
(WIDE STILES AND NARROW STILES _-
-�—
NOTES: WIDE RAILS SHOWN AND NARROW o j�
1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. ON SIDELITE 8 RAILS SHOWN ON ;'•7'• .-r.C.�`• �,�. I
2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA. TRANSOM) TRANSOM) %;?•'. l^ .••�,'
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. '•�� 11.1.1•���
4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS.
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY.
6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS, A.LYNN MILLER,P.E.
P.E.#58705
DOOR SIDELITE&TRANSOM
GLAZING DETAILS GLAZING DETAILS
1-3/16'NOM. {{{ 1-3/16'NOM. _ 1-3/16"NOM.
GLASS STACKGLASS STACK GLASS STACK
1 _ 5/16"LAMINATED 7/16"LAMINATED I _ 7/16'LAMINATED I
+{I IIS GLASS STACK GLASS STACK r GLASS STACK
3/1 fi"ANNEALED GLASS
.-418'ANNEALED GLASS 3/16"ANNEALED GLASS i
11/16'AIRSPACE 1• .090"DUPONT 9116'AIRSPACE/ .090'DUPONT SG 1/2-AIRSPACE .09D'DUPONT SG !
BUTACITE PVB
•--1/B' I r:[-3/16-ANNEALED GLASS • 3116'ANNEALED GLASS I
1/8'TEMPERED GLASS ANNEALED GLASS i 1 118"TEMPERED GLASS, '•i I I+ 3/16'TEMPERED GLASS.
1 I '
14 14 14
nnc nne 111161
(DI GLASSBrtE GLASS 1 GLASS BITE
3 Dii 3 ID
* T Y
EXTERIOR EXTERIOR EXTERIOR j '^aa
39 40 / `42 39 40 42 39 40 - 42 O '-
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41 41 41 ,�� C9 N al°a O 1O t
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GLASS STACK --�{ GLASS STACK 1
I 5116'LAMINATED I GLASS STACK I I _ 7/16"LAMINATED _ 7/16'LAMINATED Of
—� GLASS STACK I II—_ GLASS STACK GLASS STACK a O Iaa4g
a/8'ANNEALED GLASS ' 3116'ANNEALED GLASS ,•i 3/16"ANNEALED GLASS
518'AIRSPACE .090"DUPONT 9/16'AIRSPACE .090'DUPONT 1/2'AIRSPACE ; .090"DUPONT Z w Zs
BUTACITE PVB BUTACITE PVB •�/BUTACITE PVB LL W
o
1/8"ANNEALED GLASS —3/16"ANNEALED GLASS \~ j 3116'ANNEALED GLASS Z N
3116'TEMPERED GLASS 118'TEMPERED GLASS ( 3116'TEMPERED GLASS U } 0 f
--� - >
LL
14 i -14 I 1a i alaiasao s pas t
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(�, GLA55 SITE `L..
EXTERIOR EXTERIOR EXTERIOR •"'� �•"'�1"-
C�`0 42 I /1-, �9 40 - `42 /1_t 39 40 42 %k• `
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41
41
GLASS TYPE 2 I GLASS TYPE 5 GLASS TYPE 6 '•
A,LYNN
SG=DUPONT SENTRYGLAS 0 INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. MILLER,P.E.
P.E.p CO.,
f
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
4'O.C.MIN., (010,01010, ETC.) (XIO 01X,XIX,OIXIO,XIOIX,OIXXIO,ETC)
SEE TABLE 4, - - SEE MULLION CLUSTER --- SEE MULLION CLUSTER
4'MAX. THIS SHEET, `DETAIL BELOW ^� �\ DETAIL BELOW
4-MAX. -+{ -� I� ASTRAGAL FOR QUANTITY. / 1 1
- I -CLU_5_TE_R_- SEE TABLE 1. 1 ATTACH DOORS AND 1
L SHEET 1 FOR SIDELRES TO THE I
9-12" 9'MAX 9-12' _-._ TYPE �� i MULLION AS PER
MAX. r MAX. r- ., - THE INSTRUCTION
/ CENTERED / \ /i OF THE INDIVIDUAL I '
�I BETWEEN
ANCHORS DOOR OR SIDELITE
CENTERED /
B
CENTERED J I I I }
HINGES i / I BETWEEN TABLE5: i MULLION
SEE i HINGES SEE I JSI.E.Ti 1 I LENGTHIN
NOTE 1 I 12'O.C. NOTE 1 I VERTICAL MULLION I IDESIGN PRESSURE - VERTICAL
CENTERED APPLICATIONS
CENTERED MAX BETWEEN-BETWEEN ! HINGES SEE +I-70.0 PSF
HINGES ! CENTERED \ / iNOTE1- BETWEEN \ SIDELITE SIDELITE DOOR10-12' LANCHORS 10-12' L- JMAX. MAX. W mUIREMENTS ANCHOR REQUIREMENTS > 3 ^aM }
�AN HOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD '
ME AS HEAD SAME AS HEAD MAX - MAX. }n v aro0 p in !
XX (USING ASTRAGAL) s 6" _ _ 0 N IC-4 W iO
^ --��1•MULUON ---•�\1"MULLION O ,..�
MAX. AX I'�- J m m 0 .rg a
4"O.C.MIN. 6' 4"O.C.MIN. 4'O.C.MIN. i 4' t 4"O.C.MIN. O LL N J o LL
r'��-j—��` r Z u r� Mo.�
TABLE 3: T�LXX•Door.Astragal Clusbar Anchors Required t fI1 '�`. Ld
DOOR DESIGN PRESSURE I I ! SEE TABLE 6, ' I SEE TABLE 6, U U X N O
Head&SIII I I IISIDE
_ W 0� o I ori
+160.0 PSF Glass Type 1 Door Width in I --- / THIS SHEET, -- THIS SHEET, r Z i
( I FOR ANCHOR FOR ANCHOR o W m O t �a,a
48 60 T2 76 SIDE- SIDE- f QUANTITY,SEE DOOR QUANTITY,SEE t`>� / O OTi�
LITE LITE i TABLE 1,SHEET E^^ TABLE 1,SHEET r Z D-Z W
` m m m U O 1 FOR TYPE 1 FOR TYPE ZLLO
= Ue ¢(7 (e7 c �' ``TABLE 6: ''' // K •-
80 4 4 4 5 4 5 4 4 Anchors Required fora Verdwl Mullion(each mullion end) FOR"OIXXID- ® O aay5
9fi 4 5 4 6 4 6 5 4Door or Sidelitef7mnsom Width(in) AND SIMILAR
-F27--24--T- 32 38-3/4 40 CONFIGURATIONS = = CO Z
u u CONTAININGA Z W
MulAon m o m u m m u o m u v DOUBLE DOOR Q W a/oa,5 l
TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) Height a s a =g g a a ONL usE 0 W EL
ON ` a '2 O S E is 2 a B S ONLY HALF OF W Z ren
MULLION ATTACHMENT&INSTALLATION Doo WA 2 1 z 2 1 3 2 1 WA wA wA THE FRAME W }
SLT/IR 30 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE U ; Lu O
ATTACH DOORS, - DOUBLE DOOR
SIDELITES& 17m BB WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING
TRANSOMS TO THE / SLTrrR 1 2 1 3 2 1 3 3 2 3 3 2 THIS TABLE. atl!1 'asa0 sauas j
MULLION AS PER .,I',ilil;Jrr j
THE INSTRUCTION - / 11"MULLION INSTRUCTIONS: '1
OF THE INDIVIDUAL TRANS;Ifui `� 1[ 6' 1 HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR
PRODUCT ---f --- l ' MAX. ,MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH '�1�''.,•,r:Ei•'":��
APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3116'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR 'r'•! $>p[.
L---- — MAX. r TWO(2)ANCHORS EXAMPLE,ON AN-XIO'CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE _ • i
TABLE 7: DOOR OR (TYPE A-D)AT EACH DETERMINED.THE LOWEST OP APPLIES TO THE ENTIRE ASSEMBLY. '
HORIZONTAL MULLION SIDELITE ,_ ^ MULLION END. -. -r,( ✓'��� fl.-' I
DESIGN PRESSURE NOTES: ..1•-'-` L,p Lu
te
_ 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. f- fE J��"' ��
L '•, I
+/-70.0 PSF - v � 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. �,., •.,,':•C,y�J1',..',�;�',•`
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. ',j+�''•--•- �: j
I 40'MAX.MULLION LENGTH THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. '••I!:)hJ;=;L I
111��� �fTTf- IN HORIZONTAL APPLICATIONS 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. '"•r 1 I I '1 \
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITElTRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. fi(
6)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. REA 58705
i
1
Short Side Qn) D
m
m
a
lien r es'4_ O M o m c W
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U)W U1) m W LnT_m m LnLn �a mG70 ZO A2N
ID N tC m 0 m 0 rD m m m fll A m .ZI 0 0 (•-- m
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Anchor m m m o p y(�
A N AN A N A N A N A NGnIUpA p� i ym
Anchor I y y.
A N A N a N A N A N a N W
Groups B-0 � ------------------ -1--
VAn
UN UN NN A N aN yO4Oz I (n
r 1 rnm I _ (n
m _ ________________
nchor - r
Gro
W N W N+1+1
N A N A N A N ___._.-J O T N r-
J _____________ <yw
Anchor N A O^:
A N a N a N a N a N A N
U N U N U N U N A N a N iZ- Q yQ =m mm C
PGroups B•D pC Z
mmmZ —
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a N a N A N a N A N a N Groups B-D m x-m A c K
Anchor 1 Z
WN W N UN UN UN aNGroupA y T� ❑
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Groups B-0Anchor 0 myrmZrn
m Qr NOC
Anchor Ch�Grou A m- i u
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A O_O0 _
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Groups S-D m (_ , ------- r •
Anchor D TTI I 1
m N W N W N W N U N A N
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Anchor
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A N A N A N A N A N a N
Groups d
Groups B-0 5 m
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nchor y 3 Z(n I I \ I I
W N W N W N W N W N W N GroupA O. D I i I
W
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UN UN UN UN UN UNGroups B-0 I O
1
Anchor ti op -------------------
JD V N V N W N W N U N U N GfOUp A oCi ' _____ Q T N
N _________.-___ mw
W N W N W N U N U N U N nchor Q
Groups B-D m>o y m Z O
OWc =m -IP
ym' mm yn
VN VN VN WN WNWNG" m A 0 Z- ZI(]fib m
P Z mom<=O1r
Anchor N p m m A p m y
U N U N fT N U N N N W N Grorips B-0 v 'm El m ;op
m
Anchor
W N V N V N W N W N W N Grou A
P �
W N N N W N y N N k..AnrhGr
WWNNNN mWNNNN VWWNNN VVWNNN WWVt
Groups
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nchor O
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lD N W N V N VN V N W N
Anchor WtWD NNN WfWO NNN WWW NNN WWW NNN WVW NNN r
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1070 TECHNOLOGY DRIVE Rev 3 R-2 R-,
!• N.VENICE,FL 34275
a - '•~�}' P.O.BOX 1529
NOKOMIS,FL 34274
in z CERT.OF AUTH.#28286 (941)-480-1600
ti VINYL FRENCH DOOR AND SLT/TR5/7/13
es
in ......,...- o J ROSOWSKI
"SLT/TR ANCHOR QUANTITIES m
�'r r'MIX I X a FD-555 y NTS r 5 OF 11 pz° FPA-555.1 a
EMBEDMENT 1/4" INSTALLATION !
MAX' 23 OPTION 1
SHIM INSTALLATION ANCHORS
EDGE II I I 16 INT02XWOOD. 13
DISTANCE I) /
j I 67
1 68
TYP.ANCHOR TYPE, I 3
EMBEDMENT AND 33 33
EDGE DISTANCE PERSUBSTRATE,SEE
TABLE 1,SHEET 1. n — i I —
1 ANCHOR PER HINGE
TO BE THROUGH -
SUBSTRATE.MIN.#10
FLATHEAD SMS,SEE
TABLE 1,SHEET 1. 72 EXTERIOR 14 15 9 47 48
10, 28 1
70 19 I
2X WOOD BUCKSTRIP EXTERIOR Y
OR FRAMING,SEE DETAIL V DETAIL�B LU
NOTE 2,THIS SHEET ALSO SEE BELOW � 0
p en
ED n ti aloo O
O N
o t a I
OJ NJ g e (L
Z LL Lo LL 10 —,a LL i
EMBEDMENT '- 11a" INSTALLATION 2 L to
M/AX, INSTALLATION MAX` OPTION 2 LU v O f 10 � �N i
' SHIM 23 OPTION 2 SHIM 23 INSTALLATION ANCHORS I"'W m Q 0rna i
EDGE DIRECTLY INTO MASONRY. > Y F-
EDGE ° 16 INSTALLATION ANCHORS DISTANCE O O
DISTANCE DIRECTLY INTO MASONRY. .-Z O_Z O U-
1 1 45 ItC
TYP.ANCHOR �l O iaauS 1
TYP.ANCHOR TYPE, .. 29 u TYPE,EMBEDMENT 46 ® rn O !
EMBEDMENTAND AND EDGE ° �� p
EDGE DISTANCE PER - ` DISTANCE PER 3: '- H
SUBSTRATE,SEE SUBSTRATE,SEE __ (J 0 Z
TABLE 1,SHEET 1. - TABLE 1,SHEET 1. < W
LL 9 r t
`
1 ANCHOR PER HINGE a I ¢ LL F
TO BE THROUGH v Z O p
SUBSTRATE.MIN. - '' i
3116"FLATHEAD a > Z
ULTRACON,SEE . ' 26 5 EXTERIOR 14 15 CONCRETE/CMU ° 4 EXTERIOR at11 I-'Ea s-�-s i
TABLE 1,SHEET 1. PER ANCHOR 3f�ti) �I-Iy ,'• 1
REQUIREMENT 17 `� •.�` 1-•i.I`l, 'l•r/
.. OPT
DETAIL `yl.cla.
ALSO SEE ABOVE DETAILL
INSTALLATION NOTES:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON - •.• 6 I.o
STAT°
ANY SIDE OF THE DOOR.SIDELITE OR TRANSOM.
2)WOOD BUCKS DEP -1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
ICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 ,'<•'••'tr.:^t>.'9
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYTHE
AUTHORITY HAVING JURISDICTION.
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705 �
i
TYP.ANCHOR TYPE, INSTALLATION
EMBEDMENT AND EDGE
{/ OPTION 4
DISTANCE PER SUBSTRATE, MAX
10 18 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM
DIRECTLY INTO METAL.
EDGE
16 I 1 ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE.MIN. —1
-#10� FLATHEAD SMS WITH 1 MIN.3 THREADS BEYOND DOOR 67
METAL SUBSTRATE. ��••{{ VISIBLE LIGHT - 1 TYP.ANCHOR
29 8 I WIDTH(DLO) C7 AND EDGEEDMENT
33 _
DISTANCE PER
SUBSTRATE,SEE j
- TABLE 1,SHEET 1.
s
I
52 i
EXTERIOR 3 35 72 41
EXTERIOR 48 s
1'FRENCH DOOR MULLION �. 7D 47 20 28 '
DETAILQ 18 APPROVED MULLION(SEE
SEPERATE APPROVAL), i
ALUMINUM,STEEL FRAMING Lu Y `
DETAILCE OR STEEL STUD.SEE > <n
SUBSTRATE PROPERTIES, w Q
INSTALLATION OPTION 3 — DOOR FRAME WIDTH TABLE 8,THIS SHEET C3 n U)
rl Lo
INSTALLATION ANCHORS THROUGH C N b i
1X BUCKSTRIP INTO MASONRY. m
7
EMBEDMENT Z-1 TYP.ANCHOR TYPE, J J c LL LL G
�
T ° 114• EMBEDMENT AND U U X
II MAX. EDGE DISTANCE PER coa.
18 .°N
SHIM 23 SUBSTRATE.SEE 10 W m O [; DMq
DISTANCE
EDGE TABLE 1,SHEET 1. > O v _
f-u o Z d Z J i
--C rn co
u `> ¢ o i
v
TYP.ANCHOR
TYPE, 29 29 /� ® O iaa45
EMBEDMENT I 3 33 41 �� w to
AND EDGE - - - -- = Z Z
DISTANCE _-� -- V Q I
PER r 1, , a W
SUBSTRATE. i ` \
Ft
L SEE TABLE 1, a ., I F u1
SHEET1.
EXTERIOR EXTERIOR > z
CONCRETE/CMU , 35 3S aort rosa0 saue5
PERANCHOR j
REQUIREMENT 1X WOOD •' " `"';%'. II
BUCKSTRIP,
DETAIL F 18
SEE NOTE 2, — SIDELITE/TRANSOM FRAME WIDTH - u
THIS SHEET. DETAIL�G _,S:c• '?
,,'r,•t ,1r,,fie?i 0• .:`<'= �{
INSTALLATION NOTES:
Y.
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON -•r1'•'. 6 1- kS
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. `� •'�'� '•.'���
2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/7.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO %;Cft;C>:•''.t%`;`•
MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE -">'•'
AUTHORITY HAVING JURISDICTION. �•`•"'1'" �`•,
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR.SIDELITE OR TRANSOM.
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.N 58705
t
4.922' �"'•— 2.281' --�
4.565' -- I I .582' 0Q
y
_1 —� } 1.457' 075'
.500' i ❑L_.075" .312" - 1.7150'
1.099 1
E3 O SIDELITE ADAPTER
#20003,Rigid PVC
OFRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE
#20000,Cellular PVC #20001,Rigid PVC #20002,Cellular PVC 3.079' —
.182• _
1.503° ►{ 2.498- _i.— 1.0ar
If•� 1,500" �'{ � 2.146' �•{ .761" ,374'
tI
.278^ W cf)
080' —
3.564" 3.5 1 n 0
18" I ,100- 4.561° Q u)�
.080' . .080- 3.918' } V aloe O
080- Oi
3.518' 3.518' '0�� I a N It U?I Orn m o e d
Z LL Lo LL � Ma.p u-
V
U X N o
1.075° �� w W m 2 co 0:Q co a pm0
O5 HINGE STILE �{ ma" �— 1.075° 1.075-0— 1.075° 1.Ooo- ^> Ci Nf j
REINFORCEMENT
#20013,6083-T6 TOP&BOTTOM RAIL PANEL STILE ACTIVE INACTIVE 1"FRENCH z a z O1 0
O REINFORCEMENT OREINFORCEMENT O ASTRAGAL O ASTRAGAL DOOR MULLION Z O
— 1984. #20014,6063-T6 #20015,6063-T6 420016,6063-T6 920017,6063-T6 #20022,6063-T6
1.140' '�— —�+ 1.140' 1.258' 0 $ O iaav5
_ 1.450' .075.(�n� .060' �� a to
1.3F.0621" �� 2� .610' --343. .375° .773"II —�{F�— .062° Q Z � Z {(i
���ttt%%%���VVV `'L Z a,a�s 1
.060' I .060- .070° ,640' 1.fi2S LL1
INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 1"MULLION ACTIVE LL �
13 ASTRAGAL COVER 14 BEAD 15 BEAD 6 COVER FIN/FLANGE $ CAP 9 ASTRAGAL COVER u Z H o
LL
#20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 20009,Rigid PVC #20011,Rigid PVC > w
i
a�7rl �sap s
�( 1.012° 1.625'
632 t 2.285'
°
' .935'
��
.050° .38fi• 1 ISI .723' .930"f // 7• i:o.5:1773
u ° '(/ J}
—�{h— .062' .063 .200'
SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM „•.. :r-Cr {
20 ASTRAGAL COVER 22 SILL CAP 23 PLATE 24 CAP 2b DRIP CAP 26 COVER :,;•.^<c�, .•'
#20012,Rigid PVC #19009,Rigid PVC #19031,6063 T6 420020,6063-T6 920021,6063-T6 420023,Rigid PVC
/c,
#20012,
A.LYNN MILLER,P.E. I
P.EX 68705 I
I
l
t
TABLE 10: 55
#1 PGT Part# Description Material DOOR HEAD 91
1 20000 Door&Sidelite/Transom Main Frame Cellular PVC DOOR PANEL HEAD
2 20001 Door Frame Sill Rigid PVC 1 O B 19
3 20002 Panel Stile&Rail Cellular PVC 3J
4 20003 Sldellle Adapter Rigid PVC 6
5 20013 Hinge Stile Reinforcement Alum.,6063-T6 1
6 20014 Panel Rail Reinforcement Alum.,6063.76
7 20015 Panel Stile Reinforcement Alum.,606376 28 O t
620016 Active Astragal Rigid PVC 1
9 20017 InitNe Astragal Rigid PVC 34 4 23
101 20022 1"French Dow Mullion Alum.,6063-TS u t
13 20004 Inactive Astragal Cower Rigid PVC 3
14 20005 1-1/16"Bevel Bead Rigid PVC
15 20006 1-1/16"Ogee Bead Rigid PVC I�5
16 20007 Screw Cover Rigid PVC
17 20009 Add-on Fin/Flange Rigid PVC DOOR
1B 20009 1"Mullion Cap Rigid PVC w
19 20011 Active Astragal Cover Rigid PVC JAMB
20 20012 Single Door Astragal Cover Rigid PVC
22 20016 Sill Screw Cover Rigid PVC
23 19031 Anchor Plate Alum.,6063-TS
i
24 20020 Threshold Cover Alum.,6063-T6 35 67
25 20021 Drip Cap Rigid PVC 1 w N nay
26 Hinge Trim Crner Rigid PVC - 26 DOOR PANEL r-
20023 I
28 Fin Weatherstrip HINGE STILE tq `-•
29 1671/3 Frame Weatherstrip 70 / Y LO a arca O
31 714FPT410XW Fram94o-Wide Slab Screw.#14 X 1-1/Z'Phil.FH Stainless Steel r N R �
32 75101X Freme4o-Nanow Slab Screw.#10 X 1"Phil.FH Stainless Steel i DOOR PANEL O m
33 70-F PT410 Reinforcement Screw#8 X 1"Phil.FH Stainless Steel / LOCK STILE ! d p-1 N-i oLL
341 710X2FPAX Frame Assembly Screw.#10X7'Phil.FH Stainless Steel Z U- 'n LL r^
35 714FPT410M W-W Slab Assembly Screw. V#14 X 1-1/2`Phil.FH Stainless Steal
36 7S101X N-N Slab AssemblyScrew:#10 X 1"Phil.FH Stainless Steel U 02 cc X y
37 71420X2.25 N-W Slab Assembly Screw.#14 X2-1/4"Phil.FH Stainless Steel ~W ca O v C D-a
39 DuraSeel Spacer 33 p> O O "r •-
40 62689 Su rS INSTALLATION r-Z d Z o U)
41 720026 Setting Block,(Duro.=65+/-5) EPOM ANCHOR p CO O O
42 Backbeddi :Dov-995 or GE-7700 Silicone 71) 36 Q o
4a 6HL5140 H43 amot Mel B�I % INTERIOR ® g o zd )..4s
47-73 see Hardware BOM,Table 9.Sheet 12
g0 20033 Inactive Astragal Cap Acetal 72 O J I�-
91 20035 ActheAslragalGap Acetal �7 = U
Z W
33 < WU. o 4
(22 �
DOOR ), / J z to
I 29
v Z O LL
O
3 > U
DAYLITE OPENING(DLO)SIZES aA!1 --a sal.a5
24
2
WHEN USING PART#3:(WIDE RAILS OR STILES) ,,t,l�• ��,•�,
X DOOR FRAME HEIGHT-12.1=DLO HEIGHT SIDELIE/TRANSOM 34 ;•' ,p: �, {
X DOOR FRAME WIDTH-12.3=DLO WIDTH �•'' <\���:,• i::,`�;)•
((XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT JAMB MARROW .,��'.•' .��;;:; •,t(.'-� I
(XX DOOR FRAME WI DTH/2)-11.5=DLO WIDTH '•v"� I
FRAME
SLT?R FRAME HEIGHT-12.1=DLO HEIGHT _ No.
SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOORWHEN USING PART#4:(NARROW RAILS OR STILES) - I
SLTrTR FRAME HEIGHT-4.9=DLO HEIGHT 4 SILL _
SILT/TR FRAME WIDTH-4.9=OLD WIDTH -
16
SIDELITE/TRANSOM
305 - SILL W/WIDE FRAME±''�t��• '' •'
34
1 ) (HEAD SIMILAR) A.LYNN MILLER,P.E.
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