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Home My WebLink AboutPRODUCT APPROVAL11 SCANNED ' Florida Building Code Online St. LucBY Page 1 of 3 ie County RECU,.-a JAN 0 2016 :. rammu=wmmm t ltld pdj �hlntpt4 ocls Rome I tocm ;user aao�munn I xMToolo I sumo(su name I rats a ram I ftbl � I rec can I acts ram MaP I Uoks ! s o 1 Busines�h PmaRpt.APProyal "--"" . Pr�fessr a( asen PubVcasa .. ..... ... - .R�yul�tion '— '1„�wrwwref' P,dEu(MeroJbi Meau lProa Wtx Aeolkatbnsearth ?oulkaaod lhb>''AyPlleatlenpWll-r__... _ _ .. .. ___ . •t • � + FL # FLIS353-RZ •- tuL Application Type Revision Code Version 2014 Application Status Pending FSC Approval Comments Archived ft Product Manufacturer MI Windows and Doors t Address/Phone/Emall 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsltlingef@mlwd.com Authorized Signature Brent Sitlinger bsitiinger@mlwd.com Technical Representative Address/Phone/Email ...................................................... .... .... ...... .......... ....... ....._...._......................................._..................... ..................._........................... _....,......... ........_ ............._... Quality Assurance Representative - - Address/Phone/Email Category MWindowl. Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Luls R Lomas, PE PE-62514 National Accreditation & Management Institute 12/31/2015 Steven M. Urich, PE IWI Validation Checkilst - Hardcopy Recelved FL15353 R2 COI FLCOI odf 1710.5.3 Method 2 option B littps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzu... 7/27/2015 ba tnc F.uwcn-1 Florida Building Code Online Date Submitted 06/15/2015 Date Validated 06115/2015 Date Pending FOC Approval 06/21/2015 Page 2 of 3 SurnmarY or Products FL # Model, Number or Name Description 15353.-1--_._.....__._...-_...__. 5764------- ._...____..___..___._._.. Horizont"-higiLnum Mullion _._..._.______..___ ........_.. ...__ Limits of Use Installation Instructions Approved.for.use.in.HVHZLNe_:_ _ Fl„15353 Verified R2 it 08-01448A Ddf By .. Luis R Lomas PE'PEE625i4"'-----" Approved for use outslda HVHZ: Yes bIndependent Third Parry: Yes Impact Resistants Yes D051gn Pressure: N/A Evaluation aluation Reports Others Max single window she: 52-1/8' x 84'. Max mullion Created 1 3 R2 AE 512072A.Ddf by Independent Third Party: Yes Span: 52-1/8•. 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions 11 08-01439A odf Approved for use In HVHZ: No Approved for use outside HVHZ: Yes ELIS353 R2 Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other: Max single window size: 52-1/8' x 84". Max mullion FI 15353 R2 AE 512063A.odf Created by Independent Third Party: Yes span: 1313' 15353.3 5765 Horizontal Aluminum Mullion Limits of use Installation Instructions 353 R2 II OS-01449A DDf Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 2 df Others Max single window size: 52-1/8' x 84•. Max mullion 3 AE 512073A Created by independent Third Party: Yes span: 104-1/4' 15353.4 15765 Vertical Aluminum Mullion " Limits of Use.....................................................................: ....... Installation.instruction;.......................... _.............._...._.,..... _. p,15353 R2 11 09-01440A odf Approved for use In HVHZ: No Approved for use outside 11VHZs Yes Verified By: Luis R Lamas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports R�064A odf Other: Max single window size: 52-1/8' x 84•. Max mullion FLIS3 Created Is independent Third Party: Yes span: 83•. 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R2�] OB-01442A.D4 Verified By: Luis R Lomas, PE PE-62514 Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Design Pressure: N/A Evaluation Reports Others Max single window slm: 52-1/8• x 84•. Max mulllon Fa 15353 R2 AE 512066A odf Created by,tndependent Third Party: Yes length - 830. 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 a2 11 08-01451A.4 Verified By: Luis R Lomas, PE PE-62514 Approved for use outside HVHZ1 Yes Created by Independent Third Party: Yes Impact Resistant: Yes Design Pressures N/A Evaluation Reports Other: Max single window size - 52-118• x 84•. Max mullion Created by Independent Thl d Party: Yes span - 104-1/4' 15353.7 CM-18523ZE7valuntlonReports tal Aluminum Mullion Limits of Use lation Instructions 014U Approved for use in HVHZI NotI Approved far use outside HVHZ: YesCreated OB odf : Luis R Lomas, PE PE-62514 y Impact Resistant: Yes bfied Independent Third Party: Yes Pressure: N/A tion ReportsDesign S3 R2 GE 51207Other) Max single window size - 52-I/e' x 84d by Independent Third Party: Yes span - 104-1/4•. 15�.8 CM-18531l Aluminum Mulli Limits of use llation Instruct) R2 [I �f-11 AA Approved for use In HVHZs No FLI5353 Verified By: Luis R Lorn S, P . PE 514 Approved for use outside HVHZ: Yes Created by Independent r Ird Party: Yes Impact Resistant: Yes https://floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQ%vtDgtH8572gvdWISXrzu... 7/27/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8' x 84'. Mass mullion p l S353 R2 AE 52067A odf loan - 83° 1 Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installatlon Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FLIS353 R2 11 08-01453A pdf Verified By: Luis R Lomas, PE PE-62514 -impact CResistant; Yes------ ------------- ....-...---- Cleated by Ind ependentThird,Party Yes .. ..... ....................... _ Design Pressure! WA Evaluation Reports Other: Max single window size - 52-1/8' x 84'. Max mullion FL15353 R2 AE 512077A odf Yes„ by.Independenu1llyd Party . span.=-104-1/4'_—:_-_<:_._____..:_:-_.....:.._:..._..._.:.:::_:.. _Created .. 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installatlon Instructions II OB-01444A odf Approved for use in HVHZ: No Approved for use outside HVHZ! Yes of 5353 R2 Verified By: LUIS R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports 153c3 eP AE 512068A odf Others Max single window size: 52-1/8° x 84'. Max mullion f1 Created by Independent Third Party: Yes span: 83' 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installatlon Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes El IS353 R2 rl 08-014546.1101 Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports f Other: Max single window size: 52-1/8' x 84°. Max mullion C 353 Is bIs tndep 5120 [ -o Party: Yes span: 104-1/4'. sack Next Cm,,d ;:f^'^_!AghF g=St__LTeIlahameeR323%P ^1958-187-13 .................._............._......... .... ......... . 1Te Snte of Fbtldahfln ANEEO enpbyee^-"'-'t 20a)-20fa5hle fnaka. ;: P'^ lal nwnL. AcaessiMlb Sit M:feMrtld Sfalemxnl P,.dd?ucdApprmi�af� -Agax,A.. NPL'd M CroL ttS%i`�E https:(/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzu... 7/27/2015 52 1/B" MAX. UNIT WIDTH (MULLION SPAN) r-- Ht WNDOW MAX' ]_ COMBINED HEIGHT I ut WINDOW TIM,igh Y MIPIIt MW+Im 1AW 20.00 30.00 Rtan 36.W (in) I2W 4A00 6213 taco taco 130.0 taD.D 1aD.a taaD tzfi.a vaa IQ.OD 130.0 13D.0 130.0 1�.0 t23.2 102T 921 30.00 13 130.0 t30.0 t30.0 109.5 118.1 7A6 Oa00 t30.0 .0 130.0 taQO 130.0 t027 fi21 71.0 1200 130.0 130.0 t90.0 130.0 tW.B 7as 6ia 4a00 130.0 t30.0 t30.0 t30.0 t110.6 T7.0 632 50.00 1a0.0 t30.0 t30.D 130.p 1t10.8 TI.O 627 6aW 130.0 130.0 1a0.0 +30.0 t00.fi 71.0 627 6600 130.0 130.0 130.0 13Q0 t0a6 77.0 62T TLCD 130.0 130.0 1a0.0 130.0 100.fi 77.0 h27 7100 1aQ0 130.0 130.0 130.0 7p0.6 77.0 627 aaoD +ao.o taD.o 1aaD +3aD toD6 no 82T LARGEANOSMNL MISSILE IMPACT, LEVEL D. WIND20NE3 DIMENSIONS W CHART ARE FRAME DIMENSIONS AND DO NOT INCI.UDEFLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED, SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE INTERSECTIONRSECTION OF COLUMN WIDTH) AND NI ROW CONTAINIY HEIGHT. AT NG ING THE MULLION SPAN NANTRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING PRODUCTFOR STEP2. MUWON RATING MUST BE EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBITARY HEIGHT 'H1 2 H2 TABLE OF CONTENTS i ran DacmPnox MI Lww.m 1 A IRLVISM II�ST01T 14 DETAM1B D6/ID/15 R.L NOTES: I 1) THE PRODUCT SHOWN HEREIN IS! DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OFj7HE FURIDA BUILDING CODE. IO 2) WOOD FRAMING AND MASONRY OPENING VMS DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL�LOADS TO STRUCTURE FRAMING AND MASONRY OPENING';IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF,; 1/3 WAS NOT USED IN THE DESIGN OF 7HE PRODUCT SHOWN: HEREIN. WIND LOAD DURATION FACTOR CE=1.6 WAS US FA FOR , ODD HOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM II NOT R OE_ ICI REO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALIkrION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE! MUWON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL' 6) SINGLE UNITS TO BE MULLED ARE NOT 'UMNED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS ITO BE MULLED TOGETHER MUST BE MANUFACTURED BY M7 WINDOWS AND DOORS 1) DESIGN P LESSER DES CN RPRESSURE E OF MULLED THE MULyL10N OR THE RNDIVIDOLLED ULTHE WINDOW UNIT. 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL MUWONS uSE0 TO MULL UNITS;SIDE BY SIDE MUST HAVE SEPARATE APPROVAL 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2. MI WINDOWS AND 5764 Hi SINGLE ANI ELEVATION 'ET NO DESCRIPTION . a .r m Q. DESIGN PRESSURE CHARTS _ LL 08 014d8 1, 2 CLCvryiJvn. � v�_..e ..__ INn n• /ne /�n IS6Li1 1 SIGNED., 06/11/2015 104.25" MAX. UNIT WIDTH (MULLION SPAN) H1 AX MMBA COMBINED HEIGHT uo WINOCW WINDOW Majdalum design pressure rapacity dlari(Ps1) •Might Menem span on Cal STOW 4830 60.W 72.00 1 KOO I %.00 I 104.Z5 law t30.0 129.4 7T2 40.1 2Z5 7a3 143 xoD t910 tt12.7 SAa 319 21.0 119 10.8 90.00 13aD Bea 49.3 27.7 1 17.1 I 113 36.00 121.7 79.5 426 Me 14.6 - 4 00 1113 7a0 37.9 21.0 12e - - ALW 1060 WA 345 19.0 11.5 - Kw 99.6 64.e 3ZO 17.4 Mae no 61.6 3d2 t8.2 - 66.00 6d8 58.7 2a7 Ta3 - Ma0 842 510 Z1.3- 75,00 odt 53.6 260 lag - "00 714 61.3 249 1 AA - - LARGEANOSM4LL MASI(£IMPAC7, LEVELD. WINOZONE3 DIMENSIONS IN CHART ARE FR4 ME DIMENSIONS AND OO NOT MOLUDEFLANGE DESIGN PRESSURE TABLE INSTRUCTIONS. 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE DETERMINE SEE UT RY HEIGHT FOR TR BAND MULLION UTARY HE GPAN BASED ON PRODUCT TO BE H. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. 3 3/<'� 1' i� 27/32" SECT5796CLIP FOR CONL:RSTErsam TWOK ALUMINUM �63�75.12S7HICK �3 3/2 2 3/16" 2,7/32" I 1 9/16- 1i 9/1� a SECT5798CLIP FOR WOODFRAMINGIN ALIADON ALUMINUM60Si.T5.I2 THKX RIBUTARY HEI(iNT = H1 H2 Br 0evocmx � we NY6GVtD A ICASED INSTALU110N OETNILS O6/10/15 R.L. I. 3/8" 13/32- I: 2 1/32' 2 7/8" I' 1 _ 2X 07/32- `J�^��J4 07/32- MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 HORIZONTAL MULLION SINGLE AND TWIN WITH TRANSC ELEVATION AND COMPONENTS 08-01 SIGNED: 06/1 I. A RMEI) INSTAI ULAMON OETXI 1 1/4- • MIN, EMBEDMENT 00 7 MIN. EMBEDMENT f T- 2 1/2- 1/2 MIN. #10 WOOD 1/4- TAPOON MIN. �C EDGE EDGE DISTANCE SCREW DISTANCE SLECT5796 5764 MULLION VOOD FRAMING CLIP INTUROR OR 2X BUCK BY OTHERS ,—MASONRY/CONCRETE 13Y OTHERS EXTERTOR MULLION INSTALLATION ANCHORING NOTES: 1) FOR ANCHORING INTO CONCRETE USE 1/4* TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A I 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WffH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/3' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DErAJLS- 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEI SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12' MAX- O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. 5) FOR INDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION SIGNED: INSTRUCTIONS. 6) ALL FASTENERS TO BE CORROSION RESISTANT. MI WINDOWS AND DOORSi: INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 650 WEST MARKET STREET 7) USED IN SUBSTRATES WITH GRATZ. PA 17030-0370 INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE MUM STRENGTH SPECIFIED BELOW: STRENGTHS LESS THAN THE MINI HORIZONTAL MULLION A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0-0.42 5764 HO SINGLE AND B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. TWIN WITH TRANSOM INSTALLATION DETAILS t I D7 1owc `n i: Y.L. 08-DI448 A Florida Building Code Online RASCANNED �iy►'�" a;� BNV Pagel of 4 � s� .201b St. Lucie County K MY BCISM . 1 IDpin 1 User Re9&baWn i Not T.Pk ; S.bMt Se rpe I Slats&Facts niblkatw, I FKSte0 i eCM5 Map Untr : Se.,t PNtlu[t Mproval Mene> ProEucl er4eo kalion SearcA> ApolkdW n l6t> ApDllmtlon Detall FL s FL17499 Application Type New --'-•• 2014 : No HVH2: Yes ,.d Party: Yes ,e IG/SGIG/SG Impact 4cy Certificate .CAC IIVlindows-185 SH Fin li • do - 9 RO C CAC NI Windows - 185 SH (Ffanm 9 RO C CAC MI Wndaws - 185 SH (Flare Assurance Contract Expiration Date Verified By: Luis P.Lomas PE-62524 Created by Independent Third Party: Yes Evaluation Reports FL17499 RO AF F172901 02I Mpact5' Created by lndeoendent Third Party: Yes 52x72 Mn/Flange Frame IGJSG Single Hung Laminated Glass Certification Acencv Certificate Created Assurance Contract Expiration Date littps://floridabtiilding.org/prlpr_app_dtl.aspx?param--wGEV XQwtDgtCUGgvj Qiz6BPhSO... 9/8/2015 Florida Building Code Online Page 3 of 4 17499.5 1185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved foruse In HVHZ: No FL17499 RO C CAC APC(133631EI729 01-109-47-RD 195 SH (FLG walver).odf Approved for use outside HVHZ: Yes Impact Resistant: No F1.77499 RO C CAC MI Windows - 185 SH (Fin) (13) df FL17499 RO C CAC 611 Windows - 185 SH (H i) (14) Ddf Design Pressure: +60/-60 FL17499 RO C CAC MI Windows - 185 SH (Flame) Other: R-PG60e (I I).odf Quality Assurance Contract Expiratlon Date _.__..........-_.-__.._._..-------- _...... ...___........______.__....._...__........__. _10/17/2018..-____.__._....____..__._..__.__._._..__.._...-...___._.... Installation Instructions FLI7499 RO II 08-02550.00f .. - Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 7 impact 513328 08-2550.odf Created by Independent Third Party: Yes 17499.6 185 Triple SH 111x72 Fin Frame iG/SG Single Hung 11002 Flange Frame 7G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 RO C CAC MI Windows - 185 SH Triple (Fin) (3).Ddf Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 RO C CAC M2 Windows - 185 SH Triple (Fin) (4).odf Design Pressure: +50/-50 Other: R-PG50a FL17499 RO C CAC hit Windows - 185 SH Triple (Flange) f3).odF FL17499 RO C CAC MI W'ndayt 1855H Triple (Flannel (4).ndf Quality Assurance Contract Expiration Dale ' 10/20/2018 Installation Instructions FL17499 RO Il 08-02548 Ddf Verified By: Luis R Lamas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RO AE E2134 47 Non Impact Trinle 513324 08- 2630,0111 Created by Independent Third Party: Yes 17499.7 185 Tsyln SH 10602 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 RO C CAC MI Windows - 185 SH Twin (Fin) 3 . df Approved for use outside HVHZ: Yes Impact Resistant: No FL17A99 RO C CAC MI Windows - 185 SH Twin (Fin) (4).Ddf Design Pressure: +45/-45 Other: R-PG45 FL 17499 RO C CAC FD Windows - 185 SH nvin (Flanne) (3).odf FL17499 RO C CAC MI W Indows - 185 SH Twin Manuel t4l, ds Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 NO If 08-02547.0df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RO AE E2,134-37 Non I7 Z,547 ndf Created by Independent Third Party: Yes Dad Neat fyptaQhy:: JW NUth MO %hrcL TaTiahasna n 323" Phone: 850,487,1824 "a SUM o/ 51 k an ArVEEO empkyer. C=daht 2007,2013 Rate of FIe a. :: NM ualenant:; A=WblrM Statement:: RUMM SUUl nt they have one. ma emalis po.Wed nd soppy, a personal address, please pn Y e ipter455, F.S., p:Use did to Product Approval AmpW: 0 ® Rt- E https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 9/8/2015 Florida Building Code Online Page 4 of 4 https://floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6BPhSO... 9/8/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2* WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS 15 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. 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-I.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-75. 12. UNITS MUST BE GLAZED PER ASTM E730D-04, SEE SHEET 2 FOR GLASS OPTIONS. 13. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE QB WOOD SCREWS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS ISHEET NO.1 DESCRIPTION 1 NOTES 2 ELEVATIONS k GLASS OPTIONS OCSCPoPTCN IS. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH 5 TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 7 DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATIO 16. FOR ANCHORING INTO METAL STRUCTURE USE g8 SUS OR SELF DR4UN SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTUF LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH AMC) MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. . C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE A. TYF D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6053-T5 1/8' MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG 52"X72"- LMI NOTES 4 - 7 1INSTALLATION DETAILS IN.G. 1 08-02544 I DAX I ArvRD 'RCIENT LENGTH MINIMUM EDGE DETAILS. SCREWS WITH INTERIOR WALL R E USED IN ED BELOW: 1 (OR GREATER) HICK MINIMUM SIGNED: 12/17/2014 52" MAX FRAME WIDTH 2' MAX --r MAX10.C. 2" MAIL MAX J II' MAX 0- /� O 72" MAX FRAME FF HEIGHT HE r 2' MAX / 1 I 185ALUMINUM SINGLE HUNG WINDOW EXTERIOR V/EW FLANGE& FINLESS INSTALLATION SEE CHART01 FOR SMALLER UNITS REOUIRED ANCHORS 52" MAX FRAME WIDTH 2' MAX 11 MAX D.C. 0' 2" MAX O 10" MAX O..FC. 121, IAX AME IGHT �1 — 2" MAX 1 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FININSTALLA77ON SEECWRT"FOR SMNJER UWIS RSQU1RED ANCHORS DESIGN PRESSURERATING IMPACTR47ING ±55.OPSF LARGE MISSILEIMPACT MA LELEVELD.WINDZONES 51V 1/8' ANN. 1/8- ANN. 3/8" 1/8" ANN. 1/8" ANN .090 PVB .090 PVB METAL REINFORCED 1/5" ANN.- BUM SPACER EXTERIOR EXTERIOR I INTERIOR I INTERIOR 1/2' 1 SILICONE 7/2' SITE SILICONE I SEALANT SEALANT -� SETING BLOCK SETTING BLOCK GLAZING DETAILA GLAZING DETAIL B I RN I ar ."n i I w7[ 1 MiFh+m 1 CHART#1 hLmbor olan4wrlaaatlem I Fmme Fmme0" In O.) I 7600 30.m ifl 42m 4flm 52m On) Nm0 Jomb HAW J hM34 N Ja Mom 1 .lamb H5 Jams H5 .%3W HaM Jams 14.m P 3 3 4 J 5 1 1 3 5 3 fi3.m 4 4 5 4 5 4 6 3flm 3 4 4 4 5 14 5 4 6 4 4Em 3 5 4 5 5'5 5 116 5 N00 3 5 5 4 5 5 15 5 6 5 SAm 3 6 4 B 5 6 5 60 mm 3 ] 7 4 7 5 7 5 7 6 1 WOO 3 7 4 7 5 1 7 5 7 6 Mw 3 0 4 0 b l B 5 0 6 B CHART #2 I Numbareeanexmmo Fmmh n WI On) F1 Hein) N6S SIA H63 SIJ Jmnh SlJ H63 Jai Sem &W N43 Jai 42m X551 Je3 S HIS J Jo3 am Has Jamb 14m 4 3 3 3 3 3 4 3 5 3 5 3 6 3 B 3 34m 3 4 3 4 4 4 5 4 5 1 4 B 4 6 4 5600 3 5 3 5 4 5 5 5 5 5 B 5 B 5 3 5 3 5 4 5 5 5 1 5 1 5 6 5 6 5 0.00 H.00 3 6 3 4 0 5 6 5 1 6 6 6 6 6 Gem 3 6 3 6 6 4 6 5 6 5 1 6 B 6 6 6 m.m 3 ] 3 ] 4 7 5 ] 5 7 e ] 6 ] 66.00 3 B 3 8 4 e 5 0 1 518 5 e 5 0 TAOa 3 e 3 B 4 B 5 B 5 '. B 6 B e e NOTES: 1. MAXIMUM SASH SIZE: 51" X 35". 2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2. 2. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2. MI WINDOWS AND DOORS SERIES 185 ALUMINUM SINGLE HUNG WI 52"X72"— LMI ELEVATIONS 8 GLASS OPTIONS' owc no. OB-02544 L NTS Imn 12/09/14 IPM2 OF 8 SIGNED: 1211712014 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 7/4" MIN. METAL VENT STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE APPROVED #B WOOD SCREW SEALANT 3/4" MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE T- 1/2' MIN EDGE DISTALCE 8 WOOD SCREW SELF / D OR J SEDRILLING WOOD FRAMING SCREW OR 2% BUCK BY OTHERS 1 INTERIOR EXTERIOR SILL TO BE SET IN A BED Of B APPROVED STRUCTURAL SEALANT 1/4' MAX. BACKER ROD SHIM SPACE k APPROVED / SFAIANT �_. VERTICAL CROSS SE077ON WOOD FRAMINO OR ZXBUCK INSTALLA77ON NOTES: NO TSHOW ANDEXTERIOR F/MSNES By OTHERS, Z PER$M TERMDLARI7Y. 2. PERT ED bV ACC DIMC EALANTS7ME2Il STO BE DESIGNED W ACCORDANCE WRN ASDAQ 11T MET! STRUCTUF BY OTHEF VERTICAL CROSS SECTION METAL STRU=REINSTAL1A710N INTERIOR SB sus OR SCREWS SELF DRILLING T 3/4" MIN. TILL TO BE SET EDGE DISTANCE N A BED OF I PPPROVED ;TRUCTURAL 'EALANT METAL STRUCTURE 1/4' MAX. BY OTHERS SHIM SPACE ocsw�vwx 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT ISTALLATION OETA NGOR2XBUCKINSTALL /4' MAX.. SHIM SPACE INTE BACKER ROD & APPROVED SEALANT . MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WI 52"X72'— LMI FLANGE INSTALLATION DETAILS 08-02546 E NTS I ATE 12/09/14 --3 OF B Xn I 0ve= SIGNED: 1211712014 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a OPTIONAL 1X BUCK • J i 1 1/4' MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET I I 1/4' MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT 3/16" TAPCON EXTERIOR INTERIOR BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY I - BY OTHERS 4. SILL TO BE SET IN A BED OF APPROVED SEALANT RAL SAANT 1/4' MAX. SHIM SPACE VERTICAL CROSS SECTION C ONCRET E?AASONRY INSTALAPON I my I orzcalonox I I arc I wAaav[u 1 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY 1/4' MAX(. BY OTHERS SHIM SPACE 3/16' TAPCON INTERIOR MIN. EDGE a " DISTANCE • EXTERIOR BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEJMASONRYINSTALAVON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCIAHTIY. 2 PERIMETERANO JOINT SEALWFBYOTHERS TO BE DESIGNED INACCORDANCE WRHASTME2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDO 52"X72"— LMI FLANGE INSTALLATION DETAILS N.C. 08-02546 SIGNED: 1211712014 1/2' MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS METAL STRUCTURE BY OTHERS BACKER ROD 1/4" MAX & APPROVED SEALANT SHIM SPACE APPROVED SEALANT 98 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 3/4' MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4' MAX. F SHIM SPACE -T Z- MIN EDGEE DISTANCE I J 10 WOOD SCREWJ / S8 SMS 00. EXTERIOR I' SELF DRILLING WOOD FRAMING J'L SCREW OR 2BUCK BY OTHERS I V!d I INTERIOR #8 SMS OR SELF DRILLING ;ILL 70 BE SET N A BED OF 1PPROVED STRUCTURAL SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT VERTICAL CROSS SEC77ON WOCD PRAMINGORTX BUCKINSTALLATION NOTES.- Y. INTERIORAND EXTERIOR FINISHES BYOTHERS. NOTSHOWNPORCLARRY. 2. PERIMETERANOJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE W17H ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTUREINSTALLAT/ON SOREWS SILL TO BE SET 3/4' MIN. IN A BED OF EDGE DISTANCE APPROVED STRUCTURAL SEALANT / METAL J 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS X� YCSfJLCNN 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT 1/4' MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WI 52"X72"- LMI FINLESS INSTALLATION DETAILS YN! PNY X0. 1. OB-02544 T NT�� 12/09/16 -X -5 OF 8 drt I �vvXv+i, SIGNED; 1077/2014 CONCRETE/MASONRY - BY OTHERS OPTIONAL 1X BUCK - SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT 2 1/2' MIN. EDGE DISTANCE SHIM SPACE - 3/16" TAPCON II EXTERIOR { INTERIOR SILL TO BE SET <1 B IN A BED OF BACKER ROD APPROVED a APPROVED 11I SEALANT RAL SEALANT SEALANT OPTIONAL 1X BUCK ( 1/4' MAX, SEE NOTE 3 - 7 SHIM SPACE SHEET 1 _� T CONCRETE/MASONRY BY OTHERS Q s 1 1/4' MIN. EMBEDMENT I m I D RII i I wrt I mpa D 1 MIN. EMBEDMENT BED CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK �o SEE NOTES 7 - 7 SHEET 1 3/16" TAPCON 1/4- MAX. SHIM SPACE INTERIOR 2 1/2" MIN. c EDGE DISTANCE EXTERIOR HACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEANASONRYLNSTAL1A77ON NOTES: 1. INTERIORANO EA'TERIORPINISHES, BYOTHERS, NOTSHOWNPORCLAR?Y. Z. PERIMEIERANDJOLViSEALANTSYOTHERSTO BE OESIONEO /NACCORDANCEWITH ASTM Elf 12 MI WINDOWS AND DOORS' 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WIND 52"X72"- LMI FINLESS INSTALLATION DETAILS N.G. 08-02544 SPU NTS — 12/09/14 --6 OF 8 SIGNED: 12/17/2014 #8 WOOD SCREW I7/16" Mil, EDGE DISTM EX7 3/8- MIN EDGE DISTANCE @8 WOOD SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLAT ION NOOD RAMING 6Y OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING ...{ 1/4' MAX BY OTHERS r SHIM SPACE I PTv I CfSCPIPIIW! i I wrt I IP PSQVFD 1 INTERIOR 1/4' MIN. EMBEDMENT ®8 WOOD SCREW 7/16- MIN EDGE DISTANCE EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMINGOR2XBUCKINSTALLA770N 1/4` MAX NOTES: SHIM SPACE I.IN ERIORANDEXMRIORFINISHESBYOTHERS NOTSHOWNFORCLARRY. 2 PERIMETERANDJOINTSEAL4NTBYOTHERS TO BE DESIGNED IN ACCORDANCE WRH ASN E2I12 WOOD FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG 52'X72"— LMI FIN INSTALLATION DETAILS awwx: vxc xo, N.G. 08-02544 SIGNED: 12/17120T4 2 3/16- i3/16" J� FLANGE FRAME HEAD CM-1850r ALUMINUM 6069-T5.050'TNICK 3 3/6"� FLANGE FRAME SILL cm -resat ALUMNUM 6063-TS.OSSTHICK 1 3I/4' 4 LOLISTILE CHt19505 ALUMINUM606S75.O THICK 1 7/8` 2 3/t6" 1 FLANGE FRAME JAMB CM-1850G ALUMINUM 6060-T5.050'THICK FINLESS FRAMESILL CWilW4 ALUMINUM608T-T5.0 THICK g.,1 7/162 SASH BOTTOM RAIL CM.18555 ALUMINUMWO-T5.050•THICK 2 3/76" Ll1 6/16' FINLESS FRAME HEAD CM-18554 ALUMINUM6060-T5.050'THICK 2 5/1e 3 3/4" L-l—r F/N FRAME SILL CM ALUMINUM 60M-T5.68-i5.055'THfCK 2' ET/NG RAIL cm-ls 0 ALUMINUM606 M.055'THICK —{ 1 3/6�— .1� FINLESS FRAMEJAMB CM-18513 ALUMINUM 6063-i5.OW'THICK 2 3/16' — 2 5/:6" FIN FRAME HEAD CM-16508 AL UMW UM 6061T5.050' 7HICK I uN I oescxivnou I as I .wracKn � 2 3/e' i- 2 3/16' J� FINFRAMEJAMB c 16510 15/1T6' GLAZIJ G BEAD 15/16' LAZING BEAD ALU GM-18535 MGIDPVC.O50'THICK CM-lB l RIGID PV0.050" THICK MI WINDOWS AND DOORS 3/8" SASH STILE CM.f6507 4UM 6065-T5.050' MlCK I SERIES 185 ALUMINUM SINGLE HUNG WINDOW I 52"X72'— LMI COMPONENTS N.G. NTS SIGNED: 1211712014 � Florida Building Code OnSCANNEDline BY Page 1 of 5 St. Lucie Countv ,S. Glass JSagex HP �a 696 silica / iSs PW In HVHZ: No outside HVHZ: Yes Yes +sS/-SS Isslle Level D, Wind Zone 3. Is Pewra 896. 185 PW /oilcan Architectural Manufacturers /Independent Third Party: on Reports ,ed.by Independent Third Party: Fin Frame laminated Glass trance Contract Expiration Date Instructions By: American Architectural Manufacturers m by Independent Third Party: on Reports by Independent Third Party: 96x60 Flange Frame Single Laminated Glass Certification Agency Certificate Contract Yes 96x60 flange Frame Insulating Laminated Glass https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtH8572gvdWIanD... 10/28/2015 Florida Building Code Online Page 3 of 5 Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure; +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. The glass was bedded In Pecora 896 silicone with a 1/2' glass bite. Certification Agency Certificate FL15349 IS C CAC APC 5395 01 109-47-r0 B5393 02- 109-47 185 FXD FUG M150 LC55 AAMA 506-06.055PEC (1205151 odf Quality Assurance Contract Expiration Date 12/05/2015 installation Instructions F1 15349 RS 11 08 01613A df Verified By: Luis R. Lomas, PE PE-62514 - Created by Independent Third Party: Yes Evaluation Reports FL 15349 RS AE 512277A Ddf Created by Independent Third Party: Yes 15349.7 185 PW 72x72 Fin Frame Single Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistants Yes Design Pressure: +55/-55 Other; LC-PG55, Missile Level D, Wind Zone 3. 1/2' glass bite, glass was bedded in Pecora 896 silicone sealant. Certification Agency Certificate FLI5349 RS C CAC APC C0571 03-109-47-RO fin odf Quality Assurance Contract Expiration Data D6/25/2016 Installation Instructions FL 15349 RS II 08-02355A.Ddf Verified By: LUIS R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F115349 RS AE 513122A Ddf Created by Independent Third Party: Yes 15349.8 I85 PW 72x72 Flange Frame Single Laminated Glass Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressures +55/-55 Other: LC-PG55. Missile Level D, Wind Zone 3. 112' Glass bite, glass was bedded In Pecora 896 silicone sealant. Certification Agency Certificate Fl.15349 RS C CAC APC C0571 03A09-47-RO Elanue.odf Quality Assurance Contract Expiration Date 06125/2016 Installation Instructions FLI5349 R5 II OB-02355A Elf Verified By: Luis R. Lomas, PE PE62514 Created by Independent Third Party: Yes Evaluation Reports F115342 95 AE 5131226.2df Created by Independent Third Party: Yes 15349.9 185 PW 7302 Fin Frame Insulating Glass Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 Certification Agency Certificate FI 15349 RS C CSC APC CCLI-14-060 185 FIXED FIN odf Quality Assurance Contract Expiration Date 04103/2018 Installation Instructions FL15349 R5 11 08-02357A.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1 5349 RS AE 513124A odf Createdby Independent hlyd Party: Yes 15349.10 185 PW 73x72 Flange Frame Insulating Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure: +60/-60 Others CW-PG60 Certification Agency Certificate Fl 15349 R5 C CAC APC CCLl-14-060 185 FIXED FLG odf Quality Assurance Contract Expiration Data 04/03/2018 Installation Instructions E115349 95 11 08-02357A-odf Verified By: Luis R. Lomas, PE PE-6Zb14 Created by Independent Third Party: Yes Evaluation Reports FI 15349 RS AE 513124A odf Created by Independent Third Party: Yes 15349.11 185 PW 72x72 Flange Frame Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Others LC-PG55, Missile Level D, Wind Zone 3. Glass bite is 1/2' and glass Is bedded In Pecora 896 slilcone. Certification Agency Certificate FL15349 R5 C CAC APC(91421CO571 03-109-47- RO C0571 02-109-47-RO 185 FIXED FLG 5G 5-32A IOOHP 5-32A 72)(72 LC55(0625161.00f Quality Assurance Contract Expiration Date 06/25/2016 Installatlon Instructions FL15349 R5 fI 08 02355A df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI5349 R5 AE 513122A.udf ' Created by Independent Third Party; Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtH8572gvdWIanD... 10/28/2015 Florida Building Code Online Page 4 of 5 15349.12 18s PW 72x72 Fin Frame Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZs No FL15349 RS C CAC APC(91431CO571 03-109-47- RO C0571 01-109-47-RO 185 FIXED FIN SG Approved for use outside HVHZ: Yes Impact Resistant: Yes 5-32A 100HP 5-32A 72X72 LC55(062516)dF Design Pressures +551-55 Quality Assurance Contract Expiration Date Other: LC-PG55, Missile Level D, Wind Zone 3, Glass bite Is 06/25/2016 112' and glass Is bedded In Pecans 696 silicone. Installation Instructions FLIS349 R5 11 08-02355A.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 RS AE 513122A.Ddf Created by Independent Third Party: Yes 15349.13 185 Triple PW 159x54 Flange Frame Single Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No 5 C C 0 47 ROB 12, i 109-47 185 FXD FLG 159 54 R55 AAMA 506-08 05SPEC odf Approvetl for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55/-5S 01/24/2016 Other: FW-RSS, Missile Level D, Wind Zone 3, Backbedding Installation Instructions silicone Is Pecora 896. FLIS349 R5 IT 0e-01614A.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 RS AE 512278A.ndf Created by Independent Third Party: Yes 15349.14 185 Triple PW 159x54 Flange Frame Insulated laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15349 R5 C CAC APC B6515.02-109-47- Approved for use outside HVHZ: Yes RO B6515 01 B6512.01 HIS FXD FIG 359x54 R55 AAMA 506-68.05SPEC.Odf Impact Resistant: Yes Design Pressures +55/-55 Quality Assurance Contract Expiration Date Others FW-1155, Missile Level D, Wind Zone 3. Backbedding 01/24/2016 silicone Is Pecora 896. Installation Instructions FLIS349 RS I1 08-01614A.OdF Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 RS AE 512278A odf Created by Independent Third Party: Yes 15349.15 185 Triple PW 359x54 Fin Frame Continuous Head and SIII Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZs No FL15349 RS C CAC APC 86511 01-109-47-RO 185 FXD FIN SG TRIPLE 159X54 1155.0f Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2D16 Others FW-1155. Glass consisted of 3/32' ann - 0.09D' Installation Instructions Solutla PV5-3132' ann with a 112' glazing bite. FLIS349 RS 11 185 Fxd CHS Fin (as tested B6511.01)odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.16 118STriple PW 159x54 Fin Frame Continuous Head and SIII Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZI No FLIS349 R5 C CAC APC B6511,02-109- 17-110 13511.01 109-47 185 FXD FIN 159 54 R55 AAMA 506-06 08SPEC odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +55/-55 01/24/2016 Other: FW-R55, Missile Level D, Wind Zone 3, Glass Installation Instructions consisted of 3/32' ann - 0.090' Solutla PVB - 3/32' ann with FLIS349 S 11 185 CHS Fin Impact Find 56511.02 AS TESTED.adf a 1/2' glazing bite. The glass was bedded In Pecora 896 sillrone. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports. Created by Independent Third Party: 15349.17 185 Triple PW 159x54 Fin Frame Continuous Head and SIII Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15349 R5 C CAC APC B6514 01 109 47 RI 185FIXED FIN TRIPLE 159X54 R55.ndf Approved for use outside HVHZ: Yes Impact Resistants No Quality Assurance Contract Expiration Date https;//flolidabuilding.org/1 pr app_dtl,aspx?param=wGEVXQwtDgtH8572gvdWlanD... 10/28/2015 Florida Building Code Online Page 5 of 5 Design Pressure: +55/-55 01/24/2016 Other: FW-R55. Glass consisted of exterior 1/8' annealed - Installation Instructions space - 3/32' annealed / 0.090' Solutia PVB / 3/32' FLIS349 RS IF 185 CHS Fin Fixed 86514.01 AS annealed. Glazing bite was 1/2". TESTED odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.1t1 185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL15349 RS C CAC APC 06SM02-109-47- RL B6514 01 B6511 O1 185 FX FIN 159X54 R55 AAMA 506-06 OSSPEC.odF Impact Resistant: Yes Design Pressured +55/-55 Quality Assurance Contract Expiration Date Other: FW-R55, Misslle Level 0, Wind Zone 3. Glass 01/24/2016 consisted of exterior 1/8' annealed - space - 3/32' Installation Instructions annealed / 0.090' SoluBa PVB / 3/3Z' annealed. Glass was FLIS349 IS It 185 CHS Fin Impact Fed 86514 02 AS TESTED.odF bedded In Pecora 896 silicone with a 1/2' glass bite. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eadl Neal nlad Us:; 1940 N da ^�wt Tw t-A--Ran rL 32399 Wane• 95699>-1924 UeSinteof MN. h an AA/M enloyer. CppMext 200)-)erJ cafe er FleriEa.::9rivacv Statement:: Attends irtv Statement:: 6areN Statement Pjm�du}d� Approval AK ts: mil®K@® Credigtl-�rFdE https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtH8572gvdW IanD... 10/28/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X SUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WRH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. 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 C0-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E13OD-04. SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. NOTES ELEVATIONS & GLAZING DETAILS INSTALLATION DETAILS RN uscwvnw. o�rz MPRwm A REVISED INSTALIATION Or= 05/12/15 R.L. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 1B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM 0-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063-75 1/5" THICK MINIMUM MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 165 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT NOTES OB-01613 SIGNED: 95 1/2" MAX. FRAME WIDTH --II 3" MAX. � H— 3" WAX. I 1 I I I I I 56 3/4" MAX. D.LO. ANCHORS TO BE EOUALLY SPACED REFER TO CHART _ FOR NUMBER OF ANCHORS REOUIRED I j 59 1/2' MAX. FRAME HEIGHT 92 3/4' MAX. D.LO. 185FIXED WINDOW FLANGEFRAME EXTERIOR VIEW DESIGNPRESSURERATING IMPACTRA7/NG t55PSF LARGEA NDSMALL M/SSILE )MPACT MXGlLELEVEL D. WMDIONES 3/4 3/8• 5/32' ANN 5/32' ANN .1OD' SAFLEX HP PJB BY EASTMAN 5/32" ANN III— 5/32" ANN EXTEAIOR INTERIOR EXTERIOR SILICONE (�6 x 1 1/4' TEK N6 x 1 1/4" TEK SPACED 4" FROM SPACED 4' FROM CORNERS AND IS' MAX CORNERS AND 18" MAX O.C. THEREAFTER D.D. THEREAFTER GLAZINGDETAILA FLANCEFRA FLANGE FRAME SHOWN FINLESS FRAME S'MILAR R6v � wS4tlRrox � wrt I MVRcrto � A REVISED INSTALLArx1N DEIALS 05/12/15 R.L WNtlu wMt611n1 ' IbyIM Ma 90d Bad Y.a yA MO we S60 RO AO aId RO 9b6 Ib1 M64 me Mab me X69 .mb X6b Mb X6b .mb Nbb me Xf5 .TO NSS me M66 pp I166 ma as Xa8 MO Xa9 .me Mai mb Md J ] ] ] • ] • ] ♦ ] 6 ] e a 0 J 0 a ) ) a i ] 0 3 aao a a a e a a a ) a a a a %a ] 6 J 6• 5 q 5 S 6 6 5 6 6 a 5) fi 1 b) ti e 6 BLT J b] 5♦ b♦ a♦ 6 6 6 5 5 a b b J) 5) 5) 6 0] r vAeJw we1N IN1 WIpM NO a0.0 a6.0 ItA yd NO yd eae rI A a6e Ws d ab 66 s xaba s naba a.ft Naas .3 Xu anad N•as xas me nsbs a2 as Na e xurr ma e nssr) d ns)re e naea me M6ImAdl5 .b 2 aa6 m a n a Y a aam5 ana a am a a+•♦ 4 + 4 a 4 •ma J• a 1 s a • ♦ ••d a• e a •)• a a a yo • a+ a s• e 4> e• a• .•g lo 5 a 5 1 6 5 t6Mda 1 6 5) B 5 a 5 ID 5 IO 6 .100" SAFLEX HP PM BY EASTMAN 5/32' ANN INTERIOR l SILICONE SEE SHEE73 FOR GJSTADATION DETAILS MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT ELEVATION AND CHARTS wnwn. owc xa. VL 08—OIS13 ° NTS Imm 06/04/12 �° 2 OF 10 0511312015 I an OEffRIrtbN MiE AWRWfD A REVISED INSTAll ON DEUtI.S 0.5/12/15 1 R.L 1 `MN1/4" MAX. ESHIM SPACE WOOD FRAMIN OR 2X BUC BY OTHER 1/2" MIN. #10 WOOINTERIOR EDGE DISTANCE SCRE A WOOD FRAMING 1 1 4" MIN. / METAL �} 3/4' MIN EDGE DISTANCE OR 2% BUCK 8Y OTHERS EMBEDMEM STRUCTURE I 1/2 BY OTHERS 1/4' MAX. EDGE SHIM SPACE S ' EXTERIOR '� BACKER ROD & APPROVED SEALANT SHIM SPACE BACKER ROD & I BACKER ROD & APPROVED SEALANT BEHIND -FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER BEHIND FLANGE #10 WOOD SCREW BEHIND FLANGE N1D SMS OR JAMB INSTALLATION DETAIL SELF DRILLING WOODFRNWGOR&SUCKINSTALLA7/ON SCREW INTERIOR 1/4' MAX EXTERIOR SHIM SPACE #10 WOOD SCREW EXTERIOR INTERIOR #10 SMS OR BACKER ROD & APPROVED SEALANT 1/4" MAX. BACKER ROD & SC DRILLING EW {/10 SMS OR INTERIOR BEHIND FLANGE SHIM SPACE APPROVED SEALANT SELF DRILLING BEHIND FLANGE 1/4' MAX. SCREWS �- SHIM SPACE WOOD FRAMING OR 2X BUCK i 1/4" MIN. METAL BY OTHERS EMBEDMEM STRUCTURE I 3/4" MIN. BY OTHERS EDGE DISTNCE MIN E 3/4' MIN L EDG12- DISTANCE EDGE DISTANCE METAL EXTERIOR VERTICAL CROSS SECTION STRUCTURE BACKER R00 & BY OTHERS WOODFRAMING0R2XBNCKINSTALIA77INJ ' VERTICAL CROSS SECTION APPROVED SEALANT METAL STRUCTURE INSTA[lATKk/ BEHIND FLANGE JAMB INS TALLAT/0N DETAIL METAL STRUCTURE WBTALUTION SIGNED MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 4� V.-'ND 185 ALUMINUM FIXED WINDOW *' D NOTES. FLANGE FRAME IMPACT �.p I 1.INTERIORND EXTERIORF/NBYOTHEW,, FLANGE INSTALLATION DETAILS rpm TIISHES. NOTBNOWNFORCLNT: nwam: two W. 7118E NACCORDANCE YL 08-01613 A /�/ DESIG ED MTHA8S7ME2112 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY , ByDTHERS OPTIONAL 1X BUCK c n 1 1/4" MIN. SEE NOTES 3 - 7 ' A EMBEDMENT SHEET 1 1 BACKER ROD 1/4" MAX• & APPROVED SHIM SPACE SEALANT 3/76" TAPCON EXTERIOR INTERIOR 3/16' TAPCON BACKER ROD & APPROVED SEALANT 1/4" MAX. OPTIONAL 7% BUCK SHIM SPACE SEE NOTE 3 7 SNEET 1 CONCRETE/MASONRY BY OTHERS _ " ° •a 1 1/4' MIN. ' °• EMBEDMENT 2 1/2' MIN. —H EDGE DISTANCE NOTES: I. INTERIORANDPXTERORFINfSHES, BYOTHERS, NC)r f IYNFORCNRITI: 2 PERVAETERANDJOIN7SEALAN7BYO7HERSTOBE OESIG NED IN ACCOROANCE WfT H AS7M E2112 RN OESCRIRr9N Wit � RRe A REUSED INSTALLATION oErAlls 05/12/15 R.L 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS J 1MAX. OPTIONAL1X BUCK SHIM SPACE SEE SEE NOTES 3 — ] SHEET 1 INTERIOR 3/16' TAPCON 2 1/2" MIN. DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCREISMASONRY INSTAIlATION SIGNED: 05113RO15 MI W650DW.. NSTREDTOORS MARKETOWS GRATZ. PA 17030 ,`Sin�llr�/o '��v.\GEN*'95�� 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FLANGE INSTALLATION DETAILS /ymf�6":ate T OF WG Nn yO ,{W: RA VLF 08-01613 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FIANCE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE - RIGID FILLER - #10 WOOD SCREW INTERIOR -#10 WOOD SCREW - RIGID FILLER 1/4- MAX. I- SHIM SPACE 1/2" MIN EDGE DISTANCE VERTICAL CROSS SEC77ON wood FRAMING oR 2x Bucx INsraLwnox NOTES. 1. INTERIOR MO EXTERIOR FINISHES, BY OTHERS, NOTSHOWN FOR CLARITY. 2 PERwIEfERANO JOINTSEAtANTBYG7RERS TO BE DESIGNED IN ACCORDANCE WITH AST fA M 12 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4" MIN EDGE DISTANCE AYVA 7- RD WSAblC .V77plC� OS/t2/15 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE WOOD FRAMING RIGID FILLER OR 2X BUCK BY 07HERS INTERIOR /{70 WOOD SCREW 1/4' MAX. SHIM SPACE EXTERIOR BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE #10 SMS OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMWOOR2XBUfJCINSTAWnON SCREW /4' MAX. INTERIOR SHIM SPACE p10 SMS OR SELF DRILLING RIGID FILLER SCREW NTERIOR RIGID FILLER SMS OR SELF DRIWNG MAX. SCREWS T SHIM SPACE _ MIN. T 3/4'12 1 EDGE DISTANCE i--_ 3/4' MIN EXTERIOR METAL EDGE DISTANCE VER77CAL CROSS SEC77ON STRUCTURE BACKER BY OTHERS ROD & MEra. smucTURE INsrauAnDN APPROVED SEALANT BEHIND FIANCE JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED MI WINDOWS AND DOORS �%%%% F 650 W. MARKET STREET `��J�S GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW *..•//��11,,11D// FLANGE FRAME IMPACT �yX4xh(+ FLANGE INSTALLATION DETAILS WITH RIGID FILLER ,yam T/ TUTS CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR HACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2' MIN. EDGE DISTANCE y 1 1/4' MIN. • <• EMBEDMENT 1/4' MAX. SHIM SPACE RIGID FILLER 3/16' TAPCON INTERIOR 3/16' TAPCON ` RIGID FILLER /4' MAX. r SHIM SPACE N 1RfORA EXTERIORRNISHES,BYDTHERS NOTSROWNFORClARRY. 2 PERIMETERANDJOINTSEALANTBYOTNFRS TORE DESIGNED INACCOROANCEWIiNASTMU112 .a 3 1 1/4' MIN, EMBEDMENT 2 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16' TAPCON 2 1/2' MIN. EDGE DISTANCE cczwProN GTC .�� A RTOSED INSIAWATION COMM 05/12/15 R.L •v ' J 1MAX. SHIM SPACE RIGID FILLER J INTERIOR 1. EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCREYEW SONRYINSTAILATION MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 1703D 1B5 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLER Gwu: Uw0 Na RF L 1 08-01613l u NTS 1wrz 06/04/12 � 6 OF 10 SIGNED: 0511312015 RMSgNS .ON CtSG@PIgN MlE A°PFM'EO A RMED INSTALLATION DEALS 05/12/15 R.L. 1 1/4' MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR (J70 WOOD 1/2' MIN. SCREW EDGE DISTANCE W000 FRAMING 1 1/4" MIN. METAL 3/4" MIN EDGE DISTANCE 1/2" MIN. OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE MAX. EDGE DISTANCE BY OTHERS SHIM SPACE !—. EXTERIOR BACKER ROD & 1/4' MAX. SHIM SPACE BACKER ROD & —� BACKER ROD & APPROVED SEALANT APPROVED SEALANT APPROVED SEALANT BEHIND FLANGE BEHIND FLANGE #10 WOOD SCREW BEHIND FLANGE #10 SMS OR JAMB INSTALLATION DETAIL SELF DRILLING WOOD FRAMINGOR2XBUCKINSTALLATION SCREW INTERIOR INTERIOR 1/4" MAX. EXTERIOR SHIM SPACE W000 SCREW EXTERfDR 10 SMS OR SELF DRIWNG SCREW BACKER ROD & 1/4, MAX BACKER ROD & #10 SMS OR APPROVED SEALANT SHIM SPACE APPROVED SEALANT SELF DRILLING INTERIOR BEHIND FLANGE BEHIND FLANGE 1/4" MAX. SCREWS SHIM SPACE WOOD FRAMING 1 1/4' MIN. METAL T— OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/2' MIN 3/4" MIN I EXTERIOR EDGE DISTANCE EDGE DISTANCE J_ BACKER ROD -& VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE APPROVED SEALANT WO5OFRAMING0R2XBUCXINSrALLATI0N METALSTRUOTUREINSTALLATTON BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL MErALSTAUCTUREWSTALLATiON SIGNED., 05/I&M MI WINDOWS AND DOORS NOTES T. NOTSNOWNFOINTEROMFO EXTERIOR FW/SNES.BYOTFIEAS, RCLARRY. 2. ANOJ01M ERSTORE DESIGNED INACCdADNOEWITHASTUMT12 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FINLESS INSTALLATIDN CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 SACKER ROD — & APPROVED SEAIAM EXTERIOR BACKER ROD & APPROVED SEAIAM OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS a A, •4 2 1/2" MIN EDGE DISTANCE NOTES- 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOTSHOWNFORCIAHNY. 2. PERIAEMRANDJOINTSEAIANTBYOTHERS TOBE DESIGNED INACOONOANOE WI TNAB7M E2112 2 1/2" MIN. EDGE DISTANCE �I ". ". <1 1/4" MIN. .4 EMBEDMENT 1/4" MAX. J SHIM SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON 1/4" MAX. r SHIM SPACE 1-T I • 1 1/4' MIN. ' A' EMBEDMENT 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS .v OPTIONAL 1X BUCK , SEE NOTES 3 - 7 SHEET 1 3/16- TAPCON 2 1/2" MIN. � RfV i a�R�DN A RENSED INSTALUTION DETAILS O6/12/15 RL 1/4" MAX. SHIM SPACE INTERIOR EDGE DISTANCE \ EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL C0NCRE7S%t4SONRYINSTALIA77ON MI WINDOWS AND DOORS $50 W. MARKET STREET GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FINLESS INSTALLATION SIGNED: 05/13/2015 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR I XWRIPi N1E N'PIt0VE1) �REV REVSEO INSTALLATION DETNLS OS/12/15 1 1/4- MIN. 1/4' MAX. EMBEDMENT SHIM SPACE WOOD FRAMING OR 2X BUCK RIGID FILLER BY OTHERS INTERIOR #10 WOOD 7 /2' MIN. SCREW EDGE DISTANCE 1 1/4' MIN. II��+ 3/4' MIN METAL EDGE DISTANCE 1 EMBEDMENT BY OTHERE I 1 7E D MIN. BY OTHERS 7/4' MAX. EDGE DISTANCE r SHIM SPACE L J t/a^ MAx. SHIM SPACE & • RIGID FILLER BACKER ROD APPROVED SEALANT - #10 WOOD SCREW BEHIND FIANCE INTERIOR - 610 WOOD SCREW EXTERIOR - RIGID FILLER BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4' MAX. � SHIM SPACE R ROD & gppBACKER ROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK 1 1/4' MIN. EMBEDMENT METAL STRUCTURE BY OTHERS 1/2- MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2 SUCK INSTALLATRAN NOTES: 1. INIERIORAND EXTERIOR FINISHES. BY OTHERS, NOTSHOWNFORCIAR/N. 2 PERIME7ERANDJO(NTSFALANTBYOTHERS 70 BE DESIGNED IN ACCORDANCE WT M ASTM E2112 `RIGID FILLER #10 SMS OR SELF DRILLING SCREW INTERIOR #10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. r SHIM SPACE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB IIVSTALLA7701V DETAIL wooD FRaMInrG aR2xeucKlNsrquAnoN 1/4' MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREWS RIGID FILLER INTERIOR BY OTHERS 3/4' MIN. EDGE DISTANCE 3MINI— EDGEE DI DISTANCE il EXTERIOR VERTICAL CROSS SECTION METAL BACKER ROD & METALSTRUOn1REINS71AUATION STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMS INSTALLATION DETAIL METAL STRUC71)REIAWTALIA7ON SIGNED: 05/ W015 MI WINDOWS NDDOORS `\+,R IIjOafMRKETRT W. PA 17030 'i `gDGRATZ. 185 ALUMINUM FIXED WINDOW �Yr• o,.61�Rf/i''�r!_'� FLANGE FRAME IMPACT �_•+te aj FINLESS INSTALLATION DETAILS WITH RIGID FILLER c ,:�1 TAT OF W 4 � VL 08-01613 A CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEA AED OPTIONAL IX BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY �\ BY OTHERS 2 1/2' MIN. ��..11 EDGE DISTANCE 1 1/4' MIN. EMBEDMENT °' • 1 1/4' MIN. .•d •, °.• EMBEDMENT CONCRETE/MASONRY BY OTHERS 'y 1/4' MAX. OPTIONAL 1X BUCK SHIM SPACE SEE N07ES 3 — 7 RIGID FILLER SHEET 1 3/16' TAPCON 3/16• TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4• MAX. SHIM SPACE c . b • 1 1/C MIN. a e EMBEDMENT 2 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRE MASONRYINSI'AUATTON NOTES L INTERIORANDEMERIOR FINISHES, EYOTNERS NOTSHOWNFORCLARRY. 2.PERIMETER AND JOINT SEALAAfT SYOT HERS TO BE DESIGNED W ACCORDANCE WRR AST M E2I12 2 1/2- MIN. 'a mvWDNs REV DfSCPIPICN 6ilE NiFMED A REYISEO INSTALLATION DETAILS OS/12/15 R., 1/4' MAX. SHIM SPACE RIGID FILLER / INTERIOR EDGE DISTANCE \\\\ EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONORETE414SONRY INSTALLATION MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ. PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLER RlM° DWG H0. 'I. 08-01613 j SIGNED. 0031=5 1