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Product Approval
1.. r nna uSM Public User I f
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PmAaer Apymval Mene>Pmdurt or Aonlieatmn Seamh>Anoilration t ist>Application Detail
FL# FL17499-RI
Application Type Revision
Code Version 2014
Application Status Approved `
*Approved by DBPR.Approvals by DBPR Shall be reviewed and ratified
by the POC and/or the Commission If necessary.
i
Comments i
Archived �•':
Product Manufacturer MI Windows and Doors
Address/Phone/Small 650 West Market Street
Gratz,PA 1703D y
(717)365-3300 Ext2560
bsitiinger@miwd.com
Authorized Signature Brent Sidinger
bsitlinger@miwd.com 9
� I
Technical Representative
Address/Phone/Email
Quality Assurance Representative `
Address/Phone/Emall
i
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
Validation Checklist I-Hardcopy Received
I
Referenced Standard and Year(of Standard) Wndard I veer
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
I
I
II
Product Approval Method Method 1 Option A I'
Date Submitted 07/19/2016
Date Validated 08/05/2016
Date Pending FBC Approval li
Date Approved 08/05/2016
I�
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Surnmary of Products
FL# Model,Number or Name Description,
17499.1 185 SH 52x72 Fln/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:NO EL17499 Ri' C CAC MI W ndows-185 SH(F901 Impact 1
Approved for use outside HVHZ:Yes j�11 1
Impact Resistant:Yes F1 17444 1 A MI "�indows-I85 SH(Fin)Impact
Design Pressure:+55/-55 I31ndf
Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be F1.17499 Rli G CAC MI Windows-185 SH(Flaaael Imnack
bedded In Pecora 896 sealant. j21,QdE
LI]7499 RI C CAC Mi NJindows-185 SH(Flange)impact
Quaitty Assurance Contract Expiration Date
10/10/20181
Installation'Instructions
F1,17499 a1 II 08-02544A. i f
Verified By:;Luis R Lomas PE 62514
Created by Independent Third!Party,Yes
Evaluation Reports
FL17499 R11 AE 513320A edf
Created by independent Third?Party:Yes
17499.2 185 SH 52x84 Fin/Flange Frame IG/SGiSingle Hung
Limits of Use Certification'Agency Certificate !
Approved for use in HVHZ:No Fj,17a99 Rll C CAC APC(13362)FL725 01-109 47-RO 1551
Approved for use outside HVHZ:Yes Alf, Mal Q5-81G 1-8A 52 1-8X84 R60(100918).ndF
Impact Resistant:No FL17499 Ril C CAC.MI Wlndows-185 SH(Fin)_(10).odf 1
Design Pressure:+60/-60 FLi7499 Rll C C MI Windewc-185 SH(Finl(91.odf
Other:R-PG55 FL17499 Rif C CAC MI Windows-18�SH tFlanoe)(9)odf.
Quality Assurance Contract Expiration Date
10/09/2018'
Installation Instructions
FL.7499 RII i( 05-02546A.odF
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
Fi 17499 RI I AE 513322A.-AC t
Created by Independent Third Party:Yes
17499.3 185'SH 36x84 Fin/Flange Frame IG/SGIImpect Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No Fi 17499 Ri g C CAC M Windows-i8S SH(Fin)Impact
Approved for use outside HVHZ:Yes (4).odf
Impact Resistant:Yes FL17499 ai C CAC MI Windows-185 SH(Fin)Impact(5)
Design Pressure:+55/-55 pone.odE
Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be ,EL17499 Ri I'C CAC Mi Windows- 185 SH(Flanne)impact
bedded in Pecora 896 sealant. FL17499(91.Rdf i
R1I C CAC Mf W[Itdows- 185 SH(Flange)impact
(4).odf
Quality Assurance Contract Expiration Date
10/17/2018 j
Installation Instructions
Fl i_7499 Rl'II 08-02545A.odf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
F 17499 R1 AE 513321A.odf
Created by Independent Third Party:Yes
I r a
17499.4 1185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No F1.174 9 RS c 4 Ap (13361)F1726 01-109-47-RO 185
Approved for use outside HVHZ:Yes 5H(FLG walver),-odf
Impact Resistant:No FL 17499 Ri 'C PA MI Windows-i8S SH(Fin)(11)odf
Design Pressure:+60/-60 Et 17499 Ri IC CAC Mr Windows-185 SH(Fin)(121 odf
Other:R-PG60 �7499 Rt IC CAC MI Windows-185 SH(Flange) j
(10).ndf
Quality Assurance Contract Expiration Date
10/08/2018 I
Installation Instructions
FLI7499 Ri 11 08-02549A.odf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports i
FL17499 111 IA5 5133 7A odf t
Created by Independent Third Party:Yes
I
I
I
I I�
17499.5 185 SH 36 84 Fin/ la,nga Frame IG/SGISin le Hung Laminated GI s
Limits of Use Certiticatlonl Agency Certificate
Approved for use in HVHZ:No F 17499 RlPC CAC APC(13363)E1729.01-109-47-RO 185
Approved for use outside HVHZ:Yes SH(FLG walver).ndf
Impact Resistant:No F1 17499 R11 C CAC M(Windows-185 SH(Fin)(13).Ddf
Design Pressure:+60/-60 FL17499 RV C CAC MT Windows-185 SH(Ein)(14],adf '
Other:R-PG60* FL1-7499 RI C CAC MI Windows-i85 SH jFlanae)
Quality Assurance Contract Expiration Date
10/17/20181,
Installation instructions
F 1749 R1 II OR-n 550A,Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
i
Evaluation Reports
FL17499 Ri'AF S13328A.Odfl
Created by Independent Third Party:Yes
r,
17499.E S85 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Singie�Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R1 r C._CAC Mi Windows- 185 SH Triple(Fin)
Approved for use outslde HVHZ:Yes
Impact Resistant,No Fl 17g 9 R11�C CAC MI Windows-185 SH Triple(Fin)
Design Pressure:+50/-50 -_Ddf 1
Other:R-PG50* FL I4)_ ;% RI!'C CAC MI Windows-185 SH Triple(Flange) '
(3).Ddf I. r
EL171 Rl - AC_ Mt Windpwc-ISS SH Triple(Flange)
(41.Ddf
Quality Assurance Contract Expiration Date
10/20/2018
Installation!Instructions
FL17499 R31'1i 08-07548A.DdF
Verified By:Luis R Lomas PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
EU7499 Rl'i.AE 513374A.Ddf�
Created by IndependentThlyd Party:Yes
17499.7 185 Twin SH 106x72 Fin Frame IG/SG Singi'Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification"Agency Certificate
Approved for use in HVHZ:No FL17499 R1�C CAC MI Windows-185 SH Twin(Fin)
Approved for use outside HVHZ:Yes .odf
Impact Resistant:No j3l F1-17499 R1 I'C CAC M7 Windows-185 SH Twin(Fin)
Design Pressure:+45/-45 (4).ndf
Other:R-PG45 FL17499 R1 AC MI Wlnd l s- 185 SH Twin(Flange)
FL17499 Ri C CAC MI Wind l s-185 SH Twin MangM
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R1 J1 08-02547A.ndf
Verified By:Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL374g Ril'A- 513323A.rdf�
Created by Independent Third Party:Yes
I
Back Ne {
f JJJ
i
Conran Us:;2601 Blair Stone Road.Tallahassee F 3 vno phone.950-487-1824 '
The State of Florida Is an AA/EEO employer.Copvrinht 2007-2013 Stam of Florida.:;Pdvacv Statement N AccesslblllN Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address releasedII In response to a public{records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 950.487.1395.•Pursuant to Section 455.275 '•
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department wlthjan email address If they have one.The
smalls 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 arc a licensee under Chapter 455,F.S.,please
dirk jam. �I
Product Approval Accoptss
El im ® I'
Credit Card
Safe
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NEVL''IDNS
REV oEsmmnON DIE APPROVED
A REVISED ANCHOR SPACING &CHARTS 1 07/11/16 JR.L.
NOTES: 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE J10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A t 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DEI•AILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL.SUBSTRATE WINDOW UNITS MAY 19. ALL FASTENERS TO.BE,COALL BE
RESISTANT.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. MANUFACTURER'S
TUR ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
S. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES MINWITIMUM
STRENGTHS GRAVESSITY
THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=GTH
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,ODOPSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA(.048") FY-33KS1/FU=52KSI OR
PROVIDED. ALUMINUM 6063-T5 FU-30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL- EXTRUDED RIGID PVC.
12.UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 9 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
_ -.WITH-SUFFICIENT-LENGTH,TO-ACHIEVE-A-1. 1/4--MINIMUM-EMBEDMENT-INTO SUBSTRATE-- -
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. '
SIGNED:071IV2016
--�- - ------ - --- -- MI WINDMARKETOW
S
AND DOORS650
GRATZ, PA 17030-0370 v�CENs • J�
TABLE OF CONTENTS . v
SHEET NO. DESCRIPTION SERIES 185 ALUMINUM SINGLE HUNG WINDOW**• WAR�00F
NOTES52•NOTES LMl �� `
F
2 — 3 ELEVATIONS oRawN: DWO RD. i •:;�ORIO�;•�
5 — 8 INSTALLATION DETAILS SNAG. �� 08 022 44 A '��4j8%DIVAi V�0��`
9 COMPONENTS do GLASS DETAILS NTS 12/09/14 sHEET 1 OF 9
R£YC'JDNS
REV DESGRPDoN DAZE APPROVED
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH
A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L
2" MAX 16" MAX O.C. --{ 2" MAX 2• MAX 16" MAX O.C. —{ 2" MAX
` 2 CHART#1
Numhar of anohor lom0ons mqulmd
ra
Fra Fme Wldlh n
Nalphl fR00 2LW 30.00 3&00 4200 4&00 5200
16" 16" (in) Nud Jima Had Jamb Mad Jamb ~ Jamb Maid Jamb Hood Jamb M2 JambIII
MAX O MAX O Moo 2 3 3 3 3 3 3 3 4 3 4 1 3 1 4 1 3 LAL
O.C. O.C. W.00 2 3 3 3 3i 3 3 3 4 3 4 3 4 3
7 72" T 3&00 2 3 3 ----3 3 4 3 4 3 4 3
2 1 900 2 4 3 4 3 4 3 4 4 4 .4 4 4 ff
MAX MAX f7R00 " '2 4 3 4 3 4 3 4 4 4 4 4 4
FRAME FRAME 6R00 2 5 3 5 3 5 3 5 4 5 4 5 4
II' HEIGHT b/ HEIGHT. 6000 2 5 .3-. ..5._ s 5 s 5 - .4 5 4 5 4
6R00 2 5 3 -5 3 5 8 5 4 5 4 5 4 73.Do 2 6 3 6 3 6 3 6 4 6 4 6 '4
185ALUMINUM SINGLE HUNG WINDOW 185ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR WEW
FLANGE&FINLESS IN87ALLA770N FLANGE&FINLESS INSTALLA7I0N
SEE CHARTgl FOR SMALLER UNDSREQUIREDANCHORS SEE CHART#I FOR SMALLER UNRSREQUIREDANCHORS
DESIGN PRESSURE R47ING IMPACT RATING
t55.OPSF LARGE
MISSILEIMPACT
MISSILE LEVEL D,WINDZ0NE3
NOSES: SIGNED:071IZ2016
—l...-MAXIMUM-SASH_SIZE: 51-X-36".--._..—_-_ ------------ 111I I►/!�
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". MI WINDOWS AND DOORS \%�A
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". 650 WEST MARKET STREET ���\;�5 R"L0'119�i�
GRATZ. PA 17030-0370 .�,b••%O F NSE,Yip
SERIES SERIES 185 ALUMINUM SINGLE HUNG WINDOW $*• 0 6 *_
52FINLES L L ="o �k� ar_
FLANGE dt FINLESS ELEVATIONS �?! �T,AT OF A{e�v�
DRAM 00.'D ND. REV i; i�GRis •�\`��
HARDWARESCHEDULE N.G. 08-02544 A �/ dy Ea\\\
A. 2 METALSWtEP LOCK ATW FROM FACHENO INTERIOR MEETING RAIL �� � //�I�NA j11,1\\
SCALE 1 2 OF 9
B. 2)BLOCKANDTACKLEBALANCEATJAMBS NTS 12 09/ 4
Rfl79DN4
52' MAX FRAME WIDTH 52" MAX FRAME WIDTHDERMPnON
11/ aPrRavEo
A REVISED ANCHOR SPACING h CHARTS 07/11/16 RA..
2' MAX r MAX O.C. NAX 2" MAX 2° MAXOD.C. 2" MAX
,f 2"
10"M O 4 10" MAX O f
D.C. �/ O.C. CHART#2
72" 72"
MAX .MAX Numburofancharlomllonaroquhod
FRAME FRAME Frame Fmms Wiens 0n
HEIGHT ` ^ HEIGHT NaigM lava 2400 30.W 30.80 I 42.80 I 4&W Szw
on) HAS Jamb H&S Jamb H83 Jamb HaS Jamb HAS Jamb HXS J+mb H&S Jamb
'IIL.IIr 2400 3 3 3 3 4 3 6 3 5 3 8 3 8 3
31xw 3 4 3 4 4 4 5 4 5 7 4 8 4 8 4
2800 3 6 3 5 4 5 5 5 5 5 5 5 6 5
n 4200 3 5 3 5 A 5 5 6 5 5 0 5 8 6
4800 9 6 3 B 4 B 6 6 5 6 8 B 8 6
6L00 3 6 3 8 4 8 5 6 5 6 6 a e 8
" Baeo 3 7 3 7 4 5 7 5 7 8 7 B 7
8400 3 0 3 0 4 0 5 8 5 8 6 B e 8
185 ALUMINUM SINGLE HUNG WINDOW 185ALUMINUM SINGLE HUNG WINDOW 172W 3 e 3 a 4 e 6 e 5 A 6
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
AN INSTALLATION F1N INSTALLATION
SEE CHART02 FOR SMALLERUNITS REQUIRED ANCHORS SEE CHART 02 FUR SMALLERUNFS REQUIRED ANCHORS
DESIGNPRESSURER47ING 1MPACTRATING
t55.OPSF LARGE
M/SSlLElMPACT
MISSILE LEVEL D,W/NDZONE3
NOTES: SIGNED:0711212 0 16
--- --- --1— MAXIMUM-SASH-SIZE:-51!�-X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/z". MI WINDOWS AND DOORS xx It0 ii
3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2"• 650 WEST MARKET STREET `�'o':JZ$ �1yG�
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52"X72 LMI H
FIN ELEVATIONS �tei`
HARDWARESCHEDIJIE DRAWN Ono NO. REv ��i 1�•- -I elp
A. 2 METALSWEEP LOCK ATB°FROM EACH END 1{1iTERIORMEEIINGRAIL N.G. 08-02544 A ii�t��pNA11�a\��
B.1(21 BLOCK AND TACKLE BALANCE ATJAMBS SCALE NTS wTE 12/09/14 sl"E`3 OF 9
1/2" MIN
EDGE DISTANCE
�kV DESCRIPTION M7E -PROVED
WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING&CHARTS 07/11/2016 R.L.OR 2X BUCK-� EDGE DISTANCE
BY OTHERS 1 1/4" MIN. METAL 1 1/4" MIN. 1/4" MAX.
EMBEDMENT STRUCTURE EMBEDMENT SHIM SPACE
BY OTHERS 1/4" MAX
SHIM SPACE �-
BACKER ROD
&APPROVED 1/a" MAX. 1/2.. INTERIOR
SEALANT SHIM SPACE APPROVED MIN
SEALANT EDGE
DISTANCE
#10 WOOD SCREW
#10 WOOD
#10 SMS-OR SCREW
SELF DRILLING- WOOD FRAMING
SCREW OR 2X_.BUCK EXTERIOR
BY OTHERS "BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
INTERIOR WOOD FRA&SW OR2KBUCKINSTALLATION
EXTERIOR INTERIOR 1/4" Max'
EXTERIOR SHIM SPACE
i10 SMS OR
SELF DRILLING INTERIOR
SCREWS
SILL TO BE SET 3/4'"
IN A BED OF MIN.
APPROVED SILL TO BE SET EDGE
STRUCTURAL IN A BED OF DISTANCE
BACKER ROD SEALANT APPROVED -T'—
& APPROVED STRUCTURAL 1
--=—SEALANT:--__ - ,_ _. _ _1/4" MAX._ _—BACKER-ROD - -— _ SEALANT_ _ METALE__
RIOR
SHIM SPACE & APPROVED STRUCTURE BACKER ROD
WOOD FRAMING SEALANT 1/4" MAX. BY OTHERS & APPROVED
OR 2X BUCK _„�SHIM SPACE SEALANT t,
BY OTHERS
STRUCTURE " JAMB INSTALLATION DETAIL
BY OTHERS METAL SEALANT
- - - SIGNED;07/12/2016
VERT/CAI.CROSS SECTIQN �-"`- "— `�- - - ----- —._..
WOOD FRAMING 0RRXBU0KIN3TALLA7VV VERTICAL CROSS SECTION M) WINDOWS AND DOORS ��\�0Rll�a/,.,
METAL SMUC711REIAFSTALLA77ON 650 WEST MARKET STREET `. �$..•
GRA72, PA 17030-0370 `v y�prrR&* �s
NOTES: SERIES 185 ALUMINUM SINGLE HUNG WINDOW p #�
1.RHMIORAND MUMIOR RNISHES,BY07HERS. 52"X72"- LMI -
NorsmoWNFommRny FLANGE INSTALLATION DETAILS 0AT?2 PERIMETERANDJOINTSEAlANTBY07HERS70BE mYo N.
DEv � �:2CRit"It a`.I-
DESIGNEDINACCORDANCEWRHASTItfE2112 N.G. 08-02544 A / IL
scua NTS w1r 12/09 14 SHED OF 9 /�i�jTMA11����
Ar
2 1/2" MIN. tam�axs
EDGE DISTANCE REV DESCRIPM DATE I APPROVED
CONCRETE/MASONRY . A REVISED ANCHOR SPACING&CHARTS 07/11/20161 R.L.
BY OTHERS a .
• �
OPTIONAL 1X BUCK ° ' ° E 1 1/4" MIN.
SEE NOTES 3 - 7 • • EMBEDMENT 1 1/4" MIN.
SHEET 1 +T EMBEDMENT
I I CONCRETE/MASONRY SHIM SPACE
1/4" MAX. j BY OTHERS
BACKER ROD SHIM SPACE ••
& APPROVED 2a
SEALANT
3/16" TAPCON 3/16' TAPCON
a INTERIOR
EXTERIOR INTERIOR 2 MIN.
EDGE a
DISTANCE
L_ EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 - 7
SHEET 1 JAMB INSTALLATION DETAIL
SILL TO BE SET CONCRETFJMASONRYWSTALLATJCN
BACKER ROD I IN A BED OF
& APPROVED APPROVED
---STRUCTURAL- -- -- — -- — - -
- -- --- —sEAvwr— --_ - -- sFJ+LANr - --- ---- — --- -- -_--- ---
OPTIONAL 1X BUCK 1/4" MAX. f�NIEAIORANDEMRIORFIN/SHES.BYOTHEAS.
SEE NOTE 3 - 7 { SHIM SPACE NOTSHOWNFORCLARIY.
SHEET 1 aPERIMEMANDJOiNTSEALANTBYOTHERSTOBE
—� DESIGN®INACCORDANCEWITNAS7M E2112
CONCRETC(MASONRY SIGNED:07/12/2016
BY OTHERS • ' a 'e�..- --- — _ _
A A' � MI WINDOWS AND DOORS � l6�R.ICpiAi i
a . 6GRATZ,PA 17030 T MARKET50370T J.�GENB'9Ep�y
SERIES 185 ALUMINUM SINGLE HUNG WINDOW ilk• D *=
52'TALLA LN r j�� �
VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS O•• . `
o. RDWN:CONCREIEMSONAYINSTALA710N O -ox 544 AEv /cZ0i0?;LOARjE:6�x
sauFNTS DA 12/09/14 E5 ;OF 9
* t c
1/2" MIN RMONS
EDGE DISTANCE REV D6CWPIION DATE APPROVED
WOOD FRAMING 3/4" MIN A REVISED ANCHOR SPACING&CHARTS 07/11/2016 R.L.
OR 2X BUCK EDGE DISTANCE
BY OTHERS METAL 1 1/4" MIN. 1/4" MAX.
STRUCTURE EMBEDMEt�? SHIM SPACE
BY OTHERS 1/4" MAX
SHIM SPACE �_
INTERIOR
BACKER ROD 1/2"
& APPROVED 1/4" MAX. _�_ MIN
SEALANT SHIM SPACE APPROVED EDGE
SEALANT DISTANCE
#10 WOOD SCREW f10 WOOD
SCREW P EXTERIOR
//10.SMS OR
EXTERIOR SELF DRILLING WOOD FRAMING
SCREW OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
INTERIOR � JAMB INSTALLATION DETAIL .
WOOD FRAMING OR2X BUCK fNSAL LATlON
INTERIOR 1*FBl'ACIkSFR
4" MAX
EXTERIOR
810 SMS ORNTERIOR
SELF DRILLING
SCREWS
SILL TO BE SET 3/4"
IN A BED OF SILL TO BE SET MIN.
APPROVED IN A BED OF EDGE
STRUCTURAL APPROVED DISTANCEEXTERIOR
BACKER ROD SEALANT STRUCTURAL
& APPROVED BACKER ROD SEALANT
SEALANT — 1L4—MAX• &_APPROVED—SHIM SPACE SEALANT METAL
T- 1/4" MAX' STRUCTURE & APPROVED
WOOD FRAMING _r _-1 SHIM SPACE BY OTHERS SEALANT -
OR 2X BUCK f
BY OTHERS METAL JAMB INSTALLATION DETAIL
STRUCTURE
BY OTHERS METAL MUCTUREINSALLATTON
SIGNED:07/1212016
-- - ----VERTICAL-CROSSSECTION— -�-` - MI WINDOWS AND DOORS aJjll11'Ill�i
WOODFAAMfNpOR2XHUCKINSTALLATION MERTICALETAL CROSTURE SECTION
DN 650 W SPA 17030 0370 It.,
SERIES 185 ALUMINUM SINGLE HUNG WINDOW �*• �_
NOTES: 52"X72"- LMI _
1.lNiER10RANDF�fTERIOA FINISHES,BYOTHEAS FINLESS INSTALLATION DETAILS A AT OF ;-N
2PERIMELERANOJOINTSEALANTBYOTHELi3T08E DruwR owe No.NOTS1101401 FOR CLARITY
REV
jOLOR10�'aV,
DESIGNED INACCORDANCE WITH AS1ME2112 N.G. 08-02544 A �iV/ NAL
SCALE NTS IDATE 12/09/14 1 5NEET6 OF 9 1/11111111
2 1/2" MIN. RE MIS
EDGE DISTANCE REV DESIMPIION DAIS APPROVED
CONCRETE/MASONRY*'A • A REVISED ANCHOR SPACING 8 CHARTS 07/11/2016 RA.
BY OTHERS "°• 1 1/4" MIN.
OPTIONAL 1X BUCK °SEE NOTES 3 - 7EMBEDMEN71 1/4" MINSHEET 1 EMBEDMENT
CONCRETE/MASONRY
1/4" MAX. BY OTHERS OPTIONAL 1X BUCK
BACKER ROSHIM SPACE SEE NOTES 3 - 7
& APPROVEDSHEEP 1
SEALAN
3/16" TAPCON 3/16" TAPCON
1/4" MAX.
SHIM SPACE
• INTERIOR
EXTERIOR I INTERIOR 2 1/2" `
MIN. o
EDGE •
DISTANCE
BACKER ROD
EXTER/OR
& APPROVED
SEALANT
SILL TO BE SET JAMB INSTAU A77ON DETAIL
IN A BED OF CONCRETEiMASONRYWSTAUJI-noN
BACKER ROD APPROVED
&APPROVED — — -STRUCTURAL -- — — — — — — -- — -- — -- -- —
_ ---_ SEALANT_ SEALANT
OPTIONAL 1X BUCK 1/4" MAX. —
I 1.1NTFRIORAND EXTERIOR FINISHES.BYO7HERS,
SEE NOTE 3 — 7 __�SHIM SPACE NOTSHOWN FOR CIARRY
SHEET 1 2 PERIMETERANDJOINTSEAIANTBYOTHERSTOBE
—T DESIGNED 1NACCORDANCEWITHASTME2112
CONCRETE/MASONRY ,° � SIGNED.,07/12120i6 —
BY OTHERS n .- --- 4-- �-- —
MI WINDOWS AND DOORS %A R lL l�ii,,
° ° •° •• ` 650 WEST MARKET GRAT, PA 17030 0370T %GEkB�:�tP
SERIES 185 ALUMINUM SINGLE HUNG WINDOW *•/ 0
FINLESS INSTALLATION DETAILS
VERTICAL CROSS SECTION �yo • TAT O,F• \
CONCRETE/MASONRYINSTAUATION DRAB. OWD No. 08-02544 A ����• OR1 a di``S
SME NTS DAZE 12/09/14 `7 OF 9 �I�ii��jlAll►�����`
1 1/4- MIN.
EMBEDMENT REV DESCRIPTION o+rE APaRDVm
08 WOOD WOOD A REVISED ANCHOR SPACING &CHARTS 1 07/11/20161 R.L
SCREW FRAMING
BY OTHERS
1/4-MAX.
_r SHIM SPACE
7/16- MIN �—
EDGE DISTANCE
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
INTERIOR
1 MIN.
EXTERIOR EMBEDMENT
INTERIOR 1 0
#8 WOOD
SCREW
7/15- MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLA77ON DETAIL
WOOD FRAMING OR2X BtJCK INSTALLATION
— SHIM-SPACE -- — 1.tArrEmORANDEvERIORFINISHES,BYOTHERS, — -- — -- — i -
NOTSHOWNFORCLARITY.
2.PERIMEIEHANDJOINPSEALAIVrOYOTHERSTOBE
7/16" MIN �— DESIGAIEDINACCORDANCEWMiAS7ME2112
EDGE DISTANCE�
#8 WOOD WOOD SIGNED.07112/20i6
_SCREW FRAMING�_�
— J— - —1--
1 i/4"-MIN. BY OTHERS MI WINDOWS AND DOORS ���11�1111/II/i
EMBEDMEN7 650 WEST MARKET STREET ot\6 R•LO����/��
VER77CAL CROSS SECTION GRATZ, PA 17030-0370 `v�.�CF NBE`•9s
WOOD FRWNGOR2X BUCK INSTALLA71ON SERIES 185 ALUMINUM SINGLE HUNG WINDOW �>M• 0 *�
52"X72"— LMI
FIN INSTALLATION DETAILSPOF•0 `
DRAWN: DWC NO. �' �j� OR►��:'
N.G.
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NTS 12/09 14 028 OF 9
NEN90f15
2 3/16" 1 7/8" 1 3/8'-- REV DFSCRIPRON �� APPROVED
2 3/16"+� A REVISED ANCHOR SPACING&CHARM 07/11/16 R.L.
13/16" 2 3/16" I 2 3/16-
1 -I —LTJ !
FLANGE FRAME HEAD FINLESS FRAME HEAD 5/8"
FLANGEFRAMEJAMB FINLESS FRAMEJAMB
CM-1830r CM-18503 CM-1115�9 CM-f85f3 1/8" ANN. 1/8" ANN.
ALUMMUMWW-T5.050'THICK ALUMMUM60S3-75.050'THICK ALUMINUM 6053-T5.050"THICK ALUMINUM6069-T5.050'THICK
2 5/16" —1 2 5/16"—I 2 5/16-.--1 1/8" ANN.
I .090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
Lr=j
EX7I:RIOR
3 3/8. 2 13/1 3 3/4" )_ INIERIDR
1/2" 917E SILICONE
I2 5/16" S��M
IL SETTING BLOCK
FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL A
CM-18502 CM-1054 FIN FRAME HEAD
5"ALUMINUM6063-T5.05THICK ALUMINUM6063.75.055"TTIICK FIN FRAME SILL
CM-16509 CM-r8508
ALUMINUM 6053-T5.055'THICK ALUMINUM 6063-75.050'THICK 3/8"
1 7/16" 1/8" ANN
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2 5/16" 2 3/16
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SIGNED:07/12/2016
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GLAZING BEAD GLAZING BEAD SASH STILE
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DRAWN: DWD NO. REV
oaE 08-02544 A �i�/�RomA�
NTS 12/09 14 IsHEErg OF 9
7"' ( .TCUPANCYGROUP: U
.FBC APPROVED PRODUCTS ,T r GENERAL NOTES: fl ® �
�'CONSTRUCTION TYPE 140
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND CLADDING,AND BASE RAIL RISKCATEGORY: I
APPROVAL LOCAL AGE OTHER
ESIGN ISSUE ARE TNENEDSPOG BUT N TLIMITED
I ITEDT PLUMBNG,ELECTRICAL,WGNESSIEGRESS,PROPERTYSET43ACKS,OROTHER
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER BUILDING ENCLOSURE TYPE ENCLOSED
No.&DATE 1. THESE STRUCTURES ARE DESIGNED AS UTIL ITYISTO RAG E BUILDINGS(RI SK CATEGORY 0 CAPABLE OF SUPPORTING DEAD LOAD OFTHE STRUCTURE
ANDAPPLICABLEUVE ANDWINDLOADS.IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN,WHICH EXERTADDITIONAL LOADS ON THE WIND EXPOSURE CATEGORY: C
STRUCTURE SHALL BEAT THE OWNERS RISK BECHTOL ENGINEERING AND TESTING.INC.,SHALLNOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE ULTIMATE WHO SPEED(W" 160
STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2 ORFAILURE DUE TO THE APPLICATION OFADDITIONAL LOADS
26 Gauge MasterRib Panel 06/23/15 3. ALL STEELTUSING SHALL BE 50 KBI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL NOMINAL DESIGN WIND SPEED(MPH): 124
STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY FL9555.2 MEAN ROOF HEIGHT(FEET): 12.DB
<. FASTEN METAL ROOF AND WALLPANELS TO FRAMING WITH YI2-14t3//'SELF DRILLING FASTENERSWTIH CONTROL SEAL WASHER®6'O.G
• 26 Gauge Masterft Panel 06123115 AVERAGE.
5 ROOFANGLE(DEGREES): 11A
EXTERIOR DOORS SWINGING ELIXER DOOR AND METAL COMPANY FL17996.5 ALL FIELD FRAMING CONNECTIONS SHALL BE N12.14a 3I4'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER ALLSHOP FRAMING DESIGN PRESSURES(PSF):
( Sedes407 09/07/15 B CONNECTIONS SHALL BE WELDED. 342
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.THE REINFORCING STEEL SHALL BEMNIMUM GRADE 40. ROOF:
EXTERIOR DOORS ROLL-UP ASTA INDUSTRIES INC. FLB888.1 7• WALLS: -32o
Model 05131115 CONCRETE EXPANSIONANCHOR9 SHALL BE WI:.FOANIfR-TRE MODELAT1252,OR SIEEVEANCMORM00ELH5A 126L OftEOUNAIFM.
S' POSTIRAFTER BRACING:BRACE ON EVERY POSTRUFTERCONNECTION,EXCEPT FOR END WALLS. SWINGING DOOR 49.7
WINDOWS SINGLE HUNG MIWl 185 SH AND DOORS 0815/18 B. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MLVAPORRETARDERPERSECTION R31L10FTHEFLORIOA ROLL-UPDOOR 0
Model 1B5 SH OB/05118 BUILDING CODE FIFTH EDITION(2014)(FBC FE 2014)-RESIDENTIAL,ANDSECTION 1816.1 OF THE FBC FE 2014-BUILDING. WINDOW .43.2
CONCEALED PAS I ENERS OR ATTACHMENTS NOTE:
Tries[FLANS AND ALL PROPOSED WORK ARE THE RESPONSIBILITY OF THE 12 GA FRAMING IS 2-114e x 2-1/4"TUBE STEEL(TS).
ARE SUBJECT TO ANY CORRECTIONS SWINGING DOOR GnMiRAGTOR OF RECORO NIPPLES ARE 2"x 2"TS FOR 12 GA FRAMING.
'
ROLL-UP DOOR RCc„UIR€DBY FIELD INSPECTORS THAT (R°WalllafeuBSmp. METAL FRAMING AND SIDING PREFABRICATED BY -
MAY BE NECESDARY IN UNDER-TO;L CARP oarsANYWHERE
01:1PLYt'JIYiI L ijFLICAI;t P.O. 776
CODES,
STARKE,F Fl.L 32091
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL
ENGINEERING 8 TESTING,INC.AND J&B BUILDING SERVICES,INC.
ill
THESE DRAWING MAYNOT BE REPRODUCED WITHOUT THE
WRITTEN CONSENT OF BECHTOL ENGINEERING 8 TESTING,INC.,
AND J8SB BUILDING SERVICES,INC.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
--- --= HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
- - ENGINEER,AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
FRONT ELEVATION RIGHT SIDE ELEVATION SECTION 1609 OF THE FLORIDA BUILDING CODE,FIF p)TION(2014).
SCALE:IIW-I' SCALE:I/B'=r THE PLANS ARE VALID UNTIL THE NEXTREVISIONO R RI�
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