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FL# FL15755-R2
Application Type Revision
ham' i
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
Archived
Product Manufacturer Shwinco Architectural Products,LLC j
Address/Phone/Email 171]et Services Way
Dothan,AL 36303
(334)556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative
Address/Phone/Small
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certiflcation Mark or Usting
Certlflcatlon Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/07/2017
https://www.floddabuilding.org/pr/pr app dtl.aspx9param=wGEVXQwtW3eiSAInEOWxU2wu0w%2bxlPhgVnEgJa2CDg2sRZgOhBdg%3d%3d I 1/2
i
31312019 Florida Building Code Online
Date Validated 11/09/2017
Date Pending FBCApproval
Date Approved 11/15/2017
Summary of Products
FL# Modelr Number or Name Description
15755.1 Series 3070 1 Vinyl Fixed Windows
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FLI5755 RZ C CAC N1006798,02-116 Rev FL15755 Ddf
Approved for use outside HVHZ:Yes FLI5755 R2 C CAC NI006798-R5 FL15755.pd�
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:N/A 04/30/2020
Other,See Installatlan Drawing SWD044 for Limits of Use Installation Instructions
F1,,15755 R2 II SWD044 SS 2017-11-06.IZdf
Verifled By: Hermes F Norero,P.E.Florida P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FLI5755 R2 AE PER5037 SS 2017-L1-176.adf
Created by Independent Third Party:Yes
r9a�. 78e�ct
Contact Us::2601 Stair Stone Road,Tallahassee FL 32399 phone:850-487-1824
The State of Florida Is an AAIEEO employer.Copyright 2007-2013 Slate of Florida.::Privacy Statement::A=_ibIII y Statement:l Behind Statement
Under Florida law,email addresses are public records.If you do not went your e-mail address released in response to a public-records request,do not send lelectronic
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,RS,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 cock here.
Product Approval Accepts:
Ctedir- afd;. : .
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I
https:/Iwww.floridabuilding.org/pr/prdg%3d%3d 1 212
PFA •.
SHWINCO ARCHITECTURAL W. WOW: DOORS
INSTALLATION NOTES:
rn
1.LOCATION
THROU HOR A REQUIRES AT EAGON STRAP.
PRODUCTS, LLC °°"'"N U �"'
LOCATIONSHOWN THROUGH FRAME OR INSTALLATION STRAP. PH:asa.xn-a000 Fx:e50-271-3050
2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE Lj
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT ?
INSTALLATION. SERIES 3070 FIXED WINDOWS
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A - p 0 _
TOLERANCE OF 11./2 INCH OF THE DEPICTED LOCATION IN THE O Q F Z
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF b' S Z
GENERAL NOTES:
TOLERANCES).70LERANCES ARE NOT CUMULATIVE FROM ONE a ..
INSTALLATION ANCHOR TO INC NEXT. Vl zz 9
1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND Z�
MANUFACTURED TO COMPLY WrTH THEM EDITION
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD FLORIDA BUILDING CODE(FDC),EXCLUDING HVHZ AND HAS An -a m
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE IJ4 BEEN EVALUATED ACCORDING TO THE FOLLOWING: w
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. . AAMA(NWWDA 101/1,5.2-97 <&
SHIM(
S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASRC OR . ASTM E188612 a• a
• ASTM E199603 n
5.FOR INSTALLATION INTOWOODFRAMINGUSEAI2WOOD ASTM ARM '
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112114CH • ASTM E330-02ASTM E3311-00-W REMARKS BY DATE
•
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. A STH EDITION FBG EG 925.17
6.FORIN57ALLATpN THROUGH ITC BUCK TO CONCRETElMASONRY, 2 ADEQUACY OF THE EXISTING STRUCTURAL TABLE OF CONTENTS
OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16INCH FORCECONCRETE/MASONRY EM CAPABLE or AS A MAIN WIND
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTHTO ACHIEVE I TRANS ERRING A PLIED PRODUCT OF WITHSTANDING TANDING AND SHEET REVISION SHEET DESCRIPTION
41NCH MINIMUM EMBEDMENT. TRANSFERRING APPLIED PRODUCE lOF THE THE _
lI FOUNDATION RECO RESPONSIBILITY FORTE OFTHE ENGINEER IO I A INSTALLATION&GENERAL NOTES ,� R ®g,��a•mea rear
ARCHITECT OF RECORD FOR THE PROIECTOF INSTALLATION.
rrtnaurwnmlYvcous[Y*orwuaYo o•aex rvc
7.FOR INSTALLATION THROUGH STEEL STUD FRAMING,USE#12 2 A ELEVATION&ANCHOR LAYOUTS a,r.rumq�oorrows�r•�maw�on�re
SELF-DRILLING SCREWS OF SUFFIOENT LENGTH TO ACHIEVE A 3.1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND 3 A YE'RTIf{LL SECTIONS � "'mvu Team �NOfi`vu rn•wa
MINIMUM OF 3 TH READS PENETRATION BEYOND THE STEEL ANCHORED TO PROPERLY TRANSFER ALL LOADS 70 THE P.
r:
STRUCTURE SUCKDESIGNI AND INSTALLATION IS THE IRQ�ly ai�ryry��No�ro.PE
4 A HORIZONTAL SECTIONS DETAIL es9ael ••bSd rel
RESPONSIBILITY OF'THE ENGINEER OR ARCHITECT OF RECORD
B.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FOR THE PROJECT OF INSTALLATION, 5 A COMPONENTS&BILLOF MATERIALS
FINISHES,INCLUDING BUT NOT LIMITEDTO STUCCO,FOAM,BRICK ��'�YV�;•' ,�� '���
VENEER,AND SIDING. 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ti Z;• O
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC * '„*
9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE ! T
MAGE OF CORROSION RESISTANT MATERIAL OR HAVE A FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED
CORROSION RESISTANT COATING. ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
g DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGN PRESSURE RATING ip0��'•,/ P'•��
7 10.FOR GROUT FWD BlACl4 DO NOT INSTALL INSTALLATION .. F ..........
ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 5.FOR
MULLED I APPROVED
PRODUCTIMPAC AREAS SYSTEM
GLAZE TYPE DESIGN PR45URE-pLLSQES MISSILE IMPACT �s/ONAI-
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELL OF BLOCK IMPACT RESISTANCE.
M1gfr•�P.L.Yo J
ILINSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE S.WINDOW FRAME MATERIAL:PVC
+65/-65 PSF URGE AND SMALLMISSILE me c�Yr°�RW 3a
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, IMPACT RATED
LK cm..6111BitltgA90Y Y►'1LS]E
AND ANCHORS SHALLNOT BE USED IN SUBSTRATES WITH 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04
J STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAIL Fl.#:FL15755
9 THE ANCHOR MANUFACTURER.
121NSTALLATION ANCHOR CAPACTIES FOR PRODUCTS HEREIN ARE DATE: Q5•I7,1'L
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES: DWG.BY: CHK.BY:
9 A WOOD-MINIMUM SPEC FIC GRAVITY OF 055. MSS HFN
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 M.
% C. MASONRY-STRENGTH CONFORMANCE W ASTM C-90. SCALE: NTS
D. STEEL-MINIMUMTENSILE ST�RR ENGTHOOF3333KSI.IMIN[MUM2055WL/044
DWG.fl
GA THICKNESS(D.0359"), SHEET:
OF 5
c
pr
12 A0•MAxO.A.WIDTH WINDOWS AHopgDRS
a rararo cao.....aia ClwtNNRT.
61W UM yIDTH _54"MAX 60.00"MAX W MH
D.LO. 171 PEMOD DRN6
SAAO'MAICDOTHAK AL 36303
A C D.LO. PW 850.271-B9W FX 850-2713000
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UNIT 0 5 O UNIT O.MAXO 1t7 oa
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REMARKS BY DATE
A 6TH EDMON FOC E.G 8.25.17
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ELEVATION ELEVATION
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OL TYp. O.G TYP, tFmf.: f�4 PL
0 0 - 0F10ROA P.6s 1 73M
.%=MMT m BLVT0. =
DANA B61a1 n
FM CERT.OF AUINMOATXw w 20370
FL 8:
FL15755
r MAX.FROM 3•MAK tROM
CORNER TP. CORNER WP. DATE; 05.17.12
n DWG.BY: CHK.BY:
MSS HFN
SCALE: NTS
ANCHOR LAYOUT ANCHOR LAYOUT DWG•H: SW0044
SHEET:
OF 5
PERIMETER SEALAUr WIND O W ES ANO 0 0I R 5
�• BETWEENCONOIETF/ 21/2"MIN.EDGE •a''Of�iQ �'^a"10e0MA081'
" QOOD
BEBYOTHERS DISTANCE 3/4"MIN. mrEiRcoaR1v6
3/16•NW TAFCON EDGE DISTANCE aonuN.AL 35101
SXWOODBUCK RYSTAI IAIiON ANCHOR 2X WOOD FRAME Pt gra-M-13 0FX;BSO.m_3®a
BY OTHERS CIDNCRErE/N 0NRY BYOTHERS
EXTERIOR FINISH BY OTHERS 912W°ODSCAEW Z
"Y=—"\\
Y OTHERS INSTAl1ATION ANCHOR
WOOD TRLM MBED 11 MIN
- FSBMETER SEALANT }.i..':•: :.�i;'•-� ,J� BY O7HLRS EXTERIORRNISH -- EMBEDM O d yy
8Y OTHERS - ' M ti ,.:.•., BY OTHERS 8 -
_ PERIMETUt SEALANT
•.�.' -5 BYOTHERSAX
on p H aJ m g
Lr
EXTERIOR a
SHIM SPACE 1/4"
9 SEEOETAING INreRI°R 1 SHIM SPACE W)
O.A.WINDOW ExrERIDR 11/4'MIN. DETAILA 6 EXTERIOR c
HEIGHT 1 EMBEDMENT B D.A.WINDOW INrERwR oC Q
T INTERIOR 7 WOOD TRIM HEIGHT 7 a
O.A.WINDOW BY OTHERS
B 6 HEIGHT B a
SEE DETNIG u4-MAX. sEPo in 6 REMARKS BY DATE
6 SHIM SPACE A 6TH EDITION FOC EG 9-25.1
11/4-MIN.
PERIMETER SEAL NTEMBEDM ENT
�1 'VERTICAL SECTION BroTHIRs ::'.''• ;r,;:ti. rc1 VERTICAL SECTION
� HEAD-ODN03E7FJMASONRY IXWOOD BUCY •,:.:::�:'-'' -i-...:_ HEAD-1XVVOOD FRAME umvauernncwvaooucmMWHWORPAKT
BJSTALLATIONSTRAP-FD(ED '.-`.,'•>:,�..'-.,•r sI 31101TWTAPCON THROUGH FRAME-FD(ED wmwurwurtdmawrac.uum.+c we
E)RERIOR FINSH�......- --IIF —�I�INSTAL ATI°NANCHDR uNOR
BY OTHIRS 21/2-MIN.EDGE wv� ` `
PERIMETERSEALANT DISTANCE CONCFETE/MASONRY
yaEXIOR BETWEEN CONCRETE/ BYOTHERS %\*' 1111111/1//'/
MASONRY9.TXWWO STE GlA21NG INTERIOR \\ S F. Q
SEE 6fA21NG 6 INTERIOR BUCK BY OTH:RS �� VERTICAL SE4I ION OETAfLA� 6 :��Q,C•+' .. .����'
DETARA 3 INSTALLATION STRAP-FU(EO
BO.A.WINDOW 7 =
OA.WINDOW 7 L HEIGHT
HEIGHT EXTEwOR T
Y 1/4"MAX. �p C Q;.•' rlrw
1/4'MAX. SHIM SPACE %���'.,,- ».• G�=\��
e SHIM PACE PEaumErEasEnLnNr 1112'MIN. // Al tt\\\\
'.i:;.: •:.. yam,
- _
11/4"MIN. BY OTHERS EMBEDMENT PX-ft
EMBEDMENT EXTERIOR FINISH 'NS a DRrA aAw as 1 s°
BYOTHERS 0iU°d>IYiioL a�'
FM Mr.OF AUDIEmADW M=676
•,�•�..`.'•.:-:'•:�::' 3/16'11 1AYCON 432 WOOD StlIEW
;t'' ± •'<'-�`'`•.�' -l-� INS7ALIA ION ANCHOR INSTALLATION
r "'�"°R FL15755
MIN.EDGE 4'3/ N.
2x WooD IRNAE MI05.17.12 DISTANCE BY OTHERS DISTANC
EDGE E DATE:
BY OTHERS •' ` .: •:• DwG.BY: CHIT.BY:
VERTICAL SECTION, HErEm�LwNRr VERTICAL SECTION M55 HFN
BY OTHERS SCALE: NTS
PAEtASTSiLL-mNGEETEAAASONRr slu-zX WOOD FRMi@
INSTALLATION STRAP-FDMD THROUGH FRAME- CASEMENT DWG.o- SWD044
SHEET:
OF 5
l
1114"MIN. 11/4"MIN. .1,
5 EMBEDMENT 1/4"MAX. EMBED114"
SUFFICIENT WIl1'ROW.8aro0pX?G_FL5
a/IV ITW TAPCON I SHIM SPACE SHIM SPACE 1/4,MAY, A MIN.3 THREADS EIMo maoll��rarmuwvw+a
{r �CRET�gSONRYTHROUGH WALL
INSTAW71ON ANCHOR 171 PEMW OIaVE
BYOTHERS firDYOTHERS
ORIM SHIM SPACE INTERIOR FINISH DDTHAN,AL 327303
WOQDTPJM IIY OTHERS PH:nO-271-8980 FX:BBD-71-SM
Ti `:';' BY OTHERS 3/]6•FIWTAPCON 3/4"MIN.EDGE
21/2°MIN.EDGE INTERIOR +. INSTAIumoNANn1oR INTERIOR ? DISTANCE
DISTANCE ,' ;:' v. Z fR
-. 11 'v;' 9 1 21/2°MIN.EDGE '� 1 INTERIOR 1 9 O �S
. 6 DETA�ING DISTANCE ''{.' '"� 6 6 E &„ e
SFEGIAZMG 1...
CONCRETEJMASONRY •s DETARA OIOSEIF DRILLING SCREWTLN p CIj
BYOTHERS ',.`�' INSAIATgHAL
NHOR O
�~• •- i 4 z C3 m m
.' Mol
PERIMETER SEALANT ..•• PER[METERAm51
AVINT •.:•,'••% CAULK ON N d
BETWEEN A WOOD BUCK •':• '•5� BETWEENIXWOODBUCK'��:_•`-,� &SHEATHING :
&CONCRETE/M Sam `•;i�'•- &CONCRETWMASONRY SEE GIAZING O e5 m
BY OTHERS =..•�• BY OTHERS L•..: �• DETAILA 20 GAUGE Z y
STEEL FRAMING m
IXWOODBUM - ;:f•� EXTERIOR 8Y OTHERS
OT14EREXTERIOR IX WOOD RUCK w
BY OTHERS BY OTHERS i >::i:i:"r EXTERIOR i a
PNERIOR FINISH Q
OOERIOR FINISH 7 8 EXTERIOR FINSH 7 8 B 7 BY OTHERS
BY OTHERS BY Offm. a
PERIMETER SEALANTL D.ADTMow « PERIMFFERSEAUINT Q,A,w yy �- �- O, WIDOW PERIMETER SEALANT
eY 07HER5 ERS BY OTHERS EYOTIC3 5 REMARKS BY DATE
A 6TH£OITION FBG EG 8.25.1
HORIZONTAL SECTION Ei HORIZONTAL SECTION HORIZONTAL SECTION
1AM -Q0iC WMASONIIY 4 IAMIS-ClONOIETFJAUSONRY MMB-METALSTUD
INSTALLATION STRAP•HXEO THROUGH FRAME-FIXED INSTALLATION STRAP-FIXED
TURa ew
,NUISIWLNO7lERFMUIURPiuwiesea�vARI
ircwrwnrnN mxuRrQfemnacotmN.uc
11/2•MIN. AUBUTww,mmn�.s.IuanGxnxcO��anua
1/4°MAR SUFFICIENT TO ACHIEVE EMBEDMENT
11/2"MINI. SHIM SPACE A MIN,3 THREADS 1/4"MAX
EMBEDMENT
1/4"MAX. THROUGH WALL SHIM SPACE
SHIM SPACE `
INSTALLATION 32 WOOD EW �BYOTHERS FINISH
- BY OTHERS 2K WOOD FRAME 1 Q` •��
ANp1Uq INTERIOR M125ELF GRILLING SCREW BY OTHERS �.�••••
1 INSTALIAT ON ANL510R INTERIOR ;O
- V
3/4"MIN. 1 1 1PrAWOODSCREW
S g INTERIOR SEEGLAZING 3/4"MIN.EDGE 6 INSTALLATION
~* J
QJT EDGE DISTANCE DETAILA G ANCHOR -0
DISTANCE
:moo•'•. C P: ��:
2XWOODFRAME CAULK BETWEEN HN ss/0NA4",G ,``•
BY OTHERS &SHEATHING 41 NI IS�&
SEE GLAZING Duron P.6 N°73M
8 SEE GLAZING -20GAVGE DETAIL A� 3/4°MIN. ILialp 330Ly
DETAILA STEEL FRAMWG EDGE DISTANCE DA�WJ"L&M&W
CAULK BETWEEN AN EXTERIOR RY OTHFRS FEPE CM.OF ALITI M IM All M78
@pgg &SHEATHING
.Y �:?'.li�EXTERIOR FINISH EXTEM1013 SHEATHING BY �O'
EXTERIOR 7 8 PRIOR 8 7 BTER511 S B 7 FL15755
BOOMERS OTHERS
PERIMETER SEALANT DA,WINDOW TF O.A.WINDOW PERIARLTERSEAI/LNr PERIMETER SEALANT
BYOTHERS WIDTH WIDTH BY OTHERS BY OTHFRS DATE: 0.51.17.12
4 DWG.BY: CHK.BY:
M O.A.WINDOW EXTERIOR MUCK FINISHK
�— WIDTH ay OTHERS M55 HFN
WG.
HORIZONTAL SECTION Fi HORIZONTAL SECTION HORIZONTAL SECTION DSCALE: NTS
,4 Na - WOOD FR111Y& 4 •MEFAISTUD 4 ! -RE►IACEMEHi DWG.p: SWQ044
wNIII
'-- THROUGH FRAME-FAXED THMwws
ROUGH FRAME-FIXED THROUGNFRAIRE•FIXED SHEET:
OF 5
BILL OF MATERIALS �� •
REM NO, DESCRIPTION -T MATERIAL MANUFACTURER W,FNDOWS.iwa DOORS
333 O MAINFRAME-FIXED 1 MANFRAME-FIXED VINYL - P.IT.TEOi
VINYL 2 MULLION COVER-EXTERIOR VNYL P.H.TECH 171 PEMCO DRIVE
TYPICAL WALL THICKNESS=D.070" DUSHML AL 300
3 MULLION COVER-INTERIOR M 650-ZTI-BKD FX&SOL- 13650
2993" — 4 IMULLIONSEINFOKUMff_ 6M3.75 AL P.H.TECH
Z�I
5 Q10-12X5/B"SPECUU.NO.7 FLATHEAD DUAOREX SCREW STEEL P.H.TECH uq� � ,$
6 GLAZING BRAD•1"1G __-.. VINYL P.H.TELH a h ¢ ig
7 0.245°X15/16-X31(Y SERING BLOCK NEOPRENE P.M.TECH 0 3 Z �i p n 5
3.225" B SEALANT-SARA 511 SILICONE SIKA „�.� zo jt9- Z�
9 MAIN FRAME-FOIED(3075) VINYL P.H.TECH F;I 1 O 91
10 RMAL1ATION STRAP STEM P.H.TEOL m R
!} 11
A.5T2" tl12 WOOD SCREW W/I IA-MIN.EMBEDMENT _ _ STEEL V) m m
Imo--- ---►-1 c
12 3(76'fIW TAKON W/11/4"MNEEL.EMBEDMENT ST � I7W sd a
OMULLION COVER-EXTERIOR O MULLION COVER-INTERIOR O MULLION REINFORCEMENT O GLAZING READ-FIXED WINDOW
VINYL VINYL 6063-TS AL. VINYL REMARKS DATE
0.62S" A 6TH EDITIONfEl
8.25.1
313' 0.140"
2.291 �+— 0.140" 0.625" 0.240"
1 I p,p5p• � 0.917"
D.359' wmauuaolota�moucrn 0.314" 2.411"
OINSTALLATION STRAP MAIN FRAME-FIXED(307S1 4.060'
18 GA.GALVANIZED STEEL 10 ,♦,♦5111LE1r 04F.-
VINYL 1.000" �♦� �5 F. "i,�
TYPICAL WALL.THICTa1f35:.070"
Q 3.434"•---{ 0.647"
it L
7 .O
3A94"1 OB7Q" * =
0.908" 1.079"® ' .- �Q:y
1.690"
6 g �S/ANAL�N♦♦♦♦♦
INTERIOR INTERIOR LL 'ORGA P L 0
1"Oh INSULATED GLASS CONSISTING OF. I nam••s.pe
3/16"ANNEALED GLASS I-4567"
E
QUA NEXDURASEALALUMINUM/BLITYLSPACER ��"ILK��
p
214"A NNEALED GLASS n+vc art.a WMaI1 %>20578
035 SAFLE C LAYER EASTMAN FL R:
FL15755
6 SEEGLA2ING� �SEEGLA2ING DATE: 05.17.12
0 1 n 1 13ETAILA DETAIL A DWG.
MSS �Kl BY:
FN
WMI . I} EKTERIOR R 7 Z y B EXTERIOR SCALE: NTS
GLASS8 DWG.R: SWO044
7 HORIZONTAL SECTION SHEET:
z GLAZING DETAIL 1 �J
5 FOLD To FIxED sluLuoN
OF 5
1211 Stirling Road
BUILDING DROPS Suite 104
Dania Beach,FL 33004
A Perfect Solution in Every Dropi 954.399.8478 PH
Certificate of Authorization:29578 954.744-4738 FX
contact@buiidingdrops.com
I
Product Evaluation Report
Of
Architectural Products
Shw><nco c , LLC.
"Series 3070 Fixed Windows"
for �
Florida Product Approval
FL# FL15755
Report No. 5037
61h Edition Florida Building Code
Method: 1—A(Certificate Method)
Category: Windows
Sub— Category Fixed
i
Product: Series 3070 Fixed Windows
Material: Vinyl/PVG
Product Dimenslons: Max. 120"x 72"(Twin)
Max. 60"x 72"(Single)
Prepared For:
Shwinco Architectural Products, I.I.C.
171 Jet Services Way
Dothan,AL.36303
,` oO 1 1 1 1 1116/'
Prepared by: `
Hermes F. Norero, P.E. ;• : O
Florida Professional,Engineer#73778 Z 7
Date:08/25/17 •; TCC
Contents �� O ( pP I• k� ,;
Evaluation Report Pages 1—4 '���{� ''••.....••''• ����
Installation Details Page 5 �'�isS/0NA1-E�
Digitally signed by Hermes F.Norero,P.E. Hermes1PWiQ?o P.E.
Reason:I am approving this document Florida No.73778
Date:2017.11.06 17:35:57-0600'
ii
BUILDING DROPS Fir#: 15755
A Perfect Solution in Every Drop Date: O o: 50 7:
Report No: 5037
Certificate of Authorization:29578
Manufacturer: Shwinco Architectural Products,I.I.C.
Product Category: Window
Product Sub-Category: Fixed
Compliance Method: State Product Approval Method la
Product Name: Series 3070 Fixed Windows
Impact Rated
Max.120"x 72" (Twin)
Max. 60"x 72"(Single)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Shwinco
I
Architectural Products,LLC. based on Method 1a of the State of Florida Product Approval,
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F.Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 6tt,Edition Florida Building Code.
i
See Drawing No.SWD044,signed and sealed by Hermes F. Norero,P.E.(FL#73778)for specific use
parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 6th Edition Florida Building,
Code,excluding the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with 1
Chapter 16 of the 6th Edition Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD044 require further engineering
analysis by a licensed engineer or registered architect.
5. See drawing SWD044 for size and design pressure limitations.
Hermes F.Norero P.E.
Florida No.73778
Page 2 of 5
It
11 BUILDING DROPS FL#: 1575S
A
A Perfect Solution In Every Drop Date: 08/25/17
Report No: 5037 i
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a program audited by and approved
by National Accreditation&Management Institute(FBC Organization#:'CER177
Performance Standards: The product described herein has been tested&impacted per:
• AAMA/NWWDA 101/i.S.2-97
ASTM E 1886-02
• ASTM E 1996-03
• ASTM E283-04
• ASTM E330-02
• ASTM E331-00
Referenced Data: 1. Product Testing
National Certified Testing Laboratories,Inc.
(FBC Organization#-.TST1589)
Report ,Report Date:
NCTL-210-3006-4 08/10/04
NCTL-210-3006-3 04/22/04
2. Product Certification Agency
National Accreditation and Management Institute
(FBC Organization#:CER1773)
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, If any,between tested
editions of the test standards listed below and those editions referenced In the 61 Edition(2017)Florida
Building Code.Shwinco Architectural Prciclucts,I.I.C.has tested their products to the following test standard
edition(s):
1) ASTM E 1996-03
Chapter 35 of the 61h Edition(2017)Florida Building Code references the following editions of the above
mentioned test standards:
1) ASTM E 1996-05
After review of the'above mentioned referenced standards and editions,it has been found that no signiffiant
technical changes have been made to the test standards that would affect the results.All referenced 1�
standards have been found to be equivalent.All materials test results meet minimum requirements of the 6th
Edition(2017)Florida Building Code.
Hermes F.Norero,�P.E.
Florida No.73778
Page 3!of 5
j
/ BUILDING DROPS FL#: 1S755
A Perfect Solution In Every Drop Date: 08/25/17
Certificate of Authorization:29578 Report No: 5037'
Installation: 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate,use#12 pan head wood screws of sufficient
length to achieve minimum embedment of 1.5"into wood framing
S. For concrete or masonry substrate where one by(IX),non-structural,wood bucking M
employed,or is directly fastened to concrete, use 3/16"diameter ITW Tapcon type
concrete screw anchors of sufficient length to achieve minimum embedment of 1.25
into concrete or masonry.
C. For steel stud framed substrates,use#12 Self-Drilling Screws of sufficient length to
achieve 3 threads-minimum penetration beyond steel structure.
Refer to Installation Instructions(SWDD44)for more details of the Installation requirements and
anchor layout.
Design Pressure- 65 PSF
Hermes F Norero P.F.
Florida No.73779
Page 4-of 5
F = 15��5
BUILDING DROPS
Date: 08/25/17
A Perfect Solution in Every Drop Report No: 5037
Certificate of Authorization:29578
Installation Details
5hwinco Architectural Products, LLC.
"Series 3070 Fixed Windows"
13.50°MAX
O.C.TYP. I 3„.� -_3"TYP.
3"MAX.FROM
CORNER TYP.
i
/0 R
16.5"MAX
O.C.TYP.
3"MAX.FROM
CORNER TYP.
--�
ANCHOR LAYOUT
00
13.50"MAX
3"MAX.FROM O.C.TYP.
CORNER TYP. n
26.5"MAX
O.C.lYR
I
3"MAX.FROM
CORNER TYP.
y -
ANCHOR LAYOUT
O
Hermes F. Norero,P.E.
Florida No.73778
Page 5 of 5
i.