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Home My WebLink AboutPRODUCT APPROVALSn Elorida Building Code Online I Page 1. of 3 SOS Home Log In User Registration Product Approval C)--T �USER: Public User >Pro op,;, FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method SCANNED q- I 'PA�In !4 fu BY 3 Lucie COU* ` Topir-s Submit Surcharge Starts & Facts Publications FBC Staff 8CIS Site Map Links Search [h > &0 i?tlon ! isl > Application Detail FL15353-R2 Revision 2014 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -/ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Py1710.5.3 C®' FILE Product Approval Method Method 2 Option B http://floridabuilding.org/pr/pr_app_dtl.aspx?paraniwGEVXQwtDgtH8572gvdWISXr/uh... 1/ 10/2017 Florida Building Code Online Page 2 of 3. 13 Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/15/2015 06/15/2015 06/21/2015 08/19/2015 FL # Model, Number or Name Description u� 15353.1 5764 I Horizontal Aluminum Mullion Limits of Use installation Instructions 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 Other: Max single window size: 52- /8" x 84". Max mullion - span: 52-1/8". Created by Independent Third Party: Yes 15353-2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions 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 Other: Max single window size: 52-1/8" x 84". Max mullion span: 83" Created by Independent Third Party: Yes 15353.3 _ 5765 I Horizontal Aluminum Mullion Limits of Use I Installation Instructions 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 Other: Max single window size: 52-1 8" x 84". Max mullion - span: 104-1/4" I Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No - Approved for use outside HVHZ: Yes Verifed By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52 1/8" x 84". Max mullion ". -" . � . span: 83". i Created by Independent Third Party: Yes 15353.5 CM 18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes ICreated by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion ' length - 83". Created by Independent Third Party: Yes 15353.6 I CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions 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 Other: Max single window size - 52-1/8" x 84". Max mullion span - 104-114" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions 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 Other: Max single window size - 52-1/8" x 84". Max mullion + . ;y.__ span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 littp:H loridabuilding.org/pr/pi app_dtl.aspx?paraln=wGEVXQwtDgtH8572gvdWISXr-zub... 1/10/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52- /8" x 84". Max mullion span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Verified By: Luis R Lomas, PE PE-62514 �es Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52- 18" x 84". Max mullion span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: es Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 1 Other: Max single window size: 52-1/8" x 84". Max mullion span: 83" 1 Created by Independent Third Party: Yes 15353.11 CM-18534 I Horizontal Aluminum Mullion Limits of Use I Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8° x 84". Max mullion I: span: 104-1/4". I Created by Independent Third Party: Yes Con Usi :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyriaht 2007-2013 Slate of Florida :: Privacy Statement :: Accessibility 5taterrient :: fieruno statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact they office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. '-Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used :for official communication with the licensee. However email addresses are public record. If you do not wish Lo 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 dick here . Product Approval Accents: Safe http://tloridabuilding.org/pr/pi_app_dtl.aspx?param=N vGEV XQwtDgtH8572gvdWISXrzuh... 1 /10/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE, TO COMPLY WITH REOUIREMEN7S OF THE FLORIDA BUILDING CODE. _) WOOD FRAMING TC BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.. FRAMINNG IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALI-OWABLE STRESS INCREASE OF 1/3 WAS P:OT kj' =D IN THE DESIGN OF THE PRODUCT SF101NN HEREIN. iS'RND LOAD DURATION FACTOR TCd 1.6 WAS USED FOR '%HOOD ANCHOR CALCULATIONS. 4) APPRCVED IM;ACT PROTECTIVE SYSTEM LS 1�gj2Kk) IRE.!) FOR THIS PRODXT IN WIND BORNE DEBRIS REGIONS UP TO F411NO ZONE 3. 5) DESIGN PRESSURE AND INSTALLAT,ON DETAILS SHOWN IN iF15 DOCUMENT APPLY ONLY TO MILLION. 'mN'OOWS MUST 3E APPROVED UNr)ER SEPARATE APPROVAI_. 6) SINGLE 'A'IKGG`FS TO SE MULLED ARE NOT LIMI-Er) TO -HOSE SHOWN IN TFIIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI 4V?NDCt1'S AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY 1'riE LESSER DESIGN PRESSURE OF THE MULLION CR TFIE INDIVIDUAL WlrI DOW OR DOOR UNIT. %} UNITS MAY BE MULLED TOGETHER '.NGEI INITELY AS LONG AS SINGLE UNIT W1D7' AND HEIGHT ARE: NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHO'HIN, MULLION MAY BE USED I'N HORI-ZO:NTAL APPLICATIOiNS AS LONG AS DWENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND N,L'I..LJO* IS ANCHORED ACCORDING TO THI5 DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: i) DEFINE RE:iI::RED DESIGN LOAD F'E R FI.ORICA_E.,1LDI.XG. COOF� -- — -- - 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE NSTALLED. SEE FORMULA FOR TRIBUTARY %VIDTH. 3) LOCATE MULL ION SPAN (UNIT HEIGHT', AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CON-iAINING THE MULLION SPAN AND TRIBUTARY '0.11DTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2 MULLION RATING MUST E1E EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH REVG:aNS R•Y DESCPoPAh DA'0 REVISED WST.',LLATION DETAILS 06/10/15 RA.„ ANCHORING NOTES: 1) FOR ANCHORING INTO 'WCOD FRAMING OR 2X BUCKUSE Vic WOOD SCREY.' WITH SUFFICIENT LENGTH TO A.C.HIEV'E A i 3/8" MIMIAU,M _NIIBEDAENT. LOCATE ANCHORS AS SI`�OY IN INSTALLATION DETAILS SI1EE'T 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON 1'+ITti '': F^IENT LENGTH TO ACriEVF. A 1 1/4" MINIMUM E fBEDMENT WITH 2 1/2" ViINiMJM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN- IN INSTALtA7I0N DETAILS SHEEN t. 3) n I- FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE' INSTAL LED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INS7ALLAT10.N INSTRUCTIONS, AND ANCHORS SIViLL NOT BE USED IN SUBSTRATES WITH STRENGTHS LES5 THAN THE MINIMUM STREN TH SpFCIFIED BELO':W: A. WOOD - MINIMUM SPECIFIC GRAV,TY OF G=0.42 3. CONCRETE. - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY -- STRENGTH CONFORMANCE TO ASTM C-90, GRAL'E N, TYRE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) :.'10 x 1 1/4" SELF DR'LLI,NG SCR;`,NS PER C_,P. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. 1AB_E C= CONTENTS _. ............. .......-------,.. _ SHEET N0 �� DESCRIPTION t NOTES 2 CNFIGURATIONS AND UP, CHART 3 S INSTALLATIONN DETAILS — MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 CM-18531 - VERTICAL MULLION B3" MULUON SPAN GENERAL NOTES opw.m U1SC ND. V.L. 08-01443 70.ALE NTS "T' 01/11/12 `"EE71 OF 3 SIGNED: 0611112015 r 107 3/8" COM8WED VeIDTH �w"�`LLtL r FRAME EtG11T I WINDOW IWNNDOW (MUL_ION I� SPA\) N 107 3/8" 00MBINED Y;?DlF'• 107 3/8" CGn1.•E!NED SYIDT'i 'L+T I � � 'IJ2 83" T FRAME WINDOW rIF..IGhT WINDOW 1 (MULL ICN 1 SPAN) •', j' G I_ I ............_'✓._... (--- w 1 -1 1 ----- v., 2 ..... . ..... .. ........... -.......... i li . WINDOW 1 d` i rRAME V✓INDOVr'; Vt9A'OOI� -M I' HLIOFs� � (ULLION' SPAN; 7/ / ............ _.. _...... 11.2 1C% t-COMBINED V`WiIDTi-n Design pressure rating (pso Units anchored Into wood lramin Tributary width (In) 18.13 25.50 36.00 42.00 48.00 52.13 130.0 130.0 130.0 130.0 130.0 130.0 R 130.0 130.0 130:0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 112.0 103.0 973 94.7 130.0 130.0 103.5 94.7 B8.8 86.0 72.00 1 13D.0 117.4 91.3 82.8 77.0 74,1 84.00 130.0 97.6 71.6 63:2 57.2 54.0 n tiE (ML SF 07 3/5" COMBINED W' DT'H 83" ; � J FRA.%SE ' WINDOW WINDOW H EI0HT SPAN) � /- �- 107 3j8 CO.V81NI.D WIDTH W2 �f WINDOW , A ! E LLION I ' I f VY2 - 107 CO:M5INE6 VSiDTH REVI50NS REV OCSCRPTAn 1 Oar 1 APIRIN � I a 1 Rh''SED r45?ALLA'IDN OEiaiLS UMBI,NED VtID I T-- I _ WINDOW FRAIJZ tIE!Giii --NQi P j WINDOWI, (MULLION s'-'�") 11( 7 I T Yi I �I I� w 2 r.{ 107 3/8" COMBMED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 32,1Y AS SHOWN HEREIN. Design pressure rating (ps0 Units anchored Into masonry/concrete Mullion span (in) Tributary width (in) 18.13 25.50 136.00 42.00 148.00 62.13 25.00 130.0 130.0 130.0 130.01 130.0 130.0 37.36 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 62.00 130.0 130.0 128.7 118.4 111.8 108.9 65.63 130.0 130.0 118.9 108.8 102.1 72.00 130.0 130.0 104.9 95.2 88.5 A 84,00 130.0 97.6 71.8 63.2 57.2 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 CM-18531 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS ca.Ae:n: w nc:. V, L. O 8-01443 scN.E NTS °'"` 01 / 1 1 / 12 `"cei 2 OF 3 SIGNED: 0611112015 cIl lRl l 1 fro✓i//�i 1� •,�\0EN8'1'Pi� - ��o//% STATE OF -Ivy my i0't�PS; ALORIDP•G�� A i�✓is/�NA11��N�� 2 1/2" MIN. EDGE DISTANCE WAS ONRY,%CONCRETE 4 I BY OTHERS 1 n> I 'dtN. EN.9cDYEN'( — 1/4" TA?CON Sc'CTJ?58 CLIP I--- 3 17/32" 1 1/8 SECT CM-18531 MULLION ALUMINUM 6005•T5.125" THICK I SECT "6;—t85, MULLION �f CLtP t c J 16" U �_. 4X c5/32" 1 31%5" MIN. SECT5768 CLIP EMBEDMENT ALUMINUM 6063•T5.093'THICK 1/2" MIN.I� �- ,v00D FRAMING/ L"2.X BOCA OISTANCE 3Y OTHERS VERTICAL CROSS SECTION MASONRYiCCNCRETEAND WOOD FRAMING INSTALLATION NC -ES: i) =OR FRAMING INSTALLATION USE ALL FOUR HOLES IN .ie$TAL _1T10N CUP. 21 FOR MASONRY/CONCRETE INSTALLATION LISE HOL=�S Al EACH END OF Ii.ST%+I_L.ATION CLIP. INSTA-u- TY10 IAP;;,ONJ PER CUD. REVS IS DESCRIP'IOY OAiE I —ROVED RR^.SE9 INSTAI_U+110`I DETAIL 4 i I � II CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 CM-18531 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS CRA'sti: L"n N0, V.L. 08-01443 'cm•E NTS o^" 01/11/12 s"E'13 OF 3 SIGNED; 06,11112015 r 52 1 /8,. UNIT ViIDTH (MULLION SPAN) i I I f-I i Ii WINDOW loci MAX HEIGHT [WINDOW I ! Mavlm>rm rlaclnn nracccura /ncfl Tributary height Mu lion span (in) 18.00 24.00 30.00 36.00 42.00 46.00 52.13 18.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 24.00 130.0 130.0 130.G 130,0 130,0 139.0 130.0 30.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42.00 130.0 130.0 130, 0 130.0 130.0 130.0 130.0 48.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 54.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 60.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 86.00 130.0 130.0 130.0 i 30.0 130.0 130.0 130.0 72.00 130.0 130.0 130.0 130.0 13G.0 130,0 130.0 78.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 84.00 1 130. 0 I 13 0. 0 I 13 0. 0 1 130. 0 13 0. 0 130, 0 130.0 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE _ _- 104.25' MAX. UNIT 'MOTH (VULLION SPAN) I '1 ;I WINDOW !� IC'H_ Hl_(� WINDOW �I WINDOW MavJmrm rlaelrrn nroactim canaeily chart (ncfl Tributary Mullion Span and individual unit width (in) Height 36.00 48.00 60.00 72.00 84.00 96.00 104.25 (In) 18.00 24.00 30.00 36.00 42.00 48.00 62.13 18.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 24.00 130.0 130.0 130.0 130.0 130.0 121.3 110.5 30.00 130.0 130.0 130.0 130.0 118,2 103.7 91.4 36.00 130.0 130.0 130.0 125.8 103.0 97.1 78.8 42.00 130.0 130.0 130.0 113.7 92.5 77.7 70.0 48.00 130.0 130.0 130.0 104.5 84.7 70.8 63.5 54.00 130.0 130.0 127.0 97.4 78.6 65.5 58.6 60.00 130.0 130.0 120.5 91.8 73.7 01.2 54.7 66.00 130.0 130.0 115.7 87.4 60.7 57.7 51.5 72.00 130.0 130.0 110.9 83.9 66.5 54.8 45.8 78. 00 130.0 130.0 106.6 80.9 63.8 52.4 46.5 84.66 130.0 130.0 102.6 75.1 61.6 50.3 44.6 LARGE AND S/MALL MISSILE IMPACT; LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT _ __ _ - - - ---INCLUDE-FLANGE- DES G% oRESSIiRE TABLE INSTRUCTIONS: i ) DE, -:NE REOUIRE D DESIGN LOAD PER FLORIDA BUILDING CODE CI.;APIER 16. -- 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON (( I'RIBUTARY HEIGHT= H1 + H1 PRODUCT TO BE INSTALLED. SEE FCRMJLA FOR TRIBUTARY .HEIGHT. - 2 3) LOCArE MULLION SPAN (UNI- MOTH) AND TRIBUTARY i1E!CHT. AT THE INIERSECTI<.'3N OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH. RESPECTIVE_ IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING V.UST BE E4UA'_ OR GREATER THAN REOUTRED DESIGN PRESSURE CBTAINED IN STEP 1. TABLE 0= CONTENTS SHEET NO. ----'--- DESCRIPTION 2 ELEV,ATION, NOTES AlvO DESIGN PRESSURE CHARTS INSiALiA.TION DETAILS REV.SI71S REVISED INSTALLATION DETAILS --I-O6/70/iS R.L.. NOTES: IHF PROD-C. S.0} "REIN IS DEESi NEO .AND t. NUFACTURED TO COMPY l ITH P GUIREMENTS Or THE FLORIDA B JU i N> 03 . 2) WOOD 'RAM NG AND INIA'nONRY OP V:tNG TC BE DESIGNED AND ANCHORED TO PRoPE !Y rRANS R ALL LOADS IC 5TPUCrURIE'. r 2AWNG AND MASONRY OI ENINC, 15 THE R_SPONSINLIIY J .HE ARCHITECT OR F.\GIN7ER OF RECORD. 3) ALLOWABLE STRESS 41CREASE OF 1/3 &AS NOT USED 1N THE DESIGN OF 7HE PRODUCT SHO'IMN HEREIN. WIND LOAD DJRA.TION FACTOR Cd=1.6 WAS USED FOR WOCD ANCHOR CALCJLATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM j5 NOT RFOL 12F�1 FOR THIS PRODUCT 11\' 'WIND BORNE DEP,•415 i,EGJ NIS UP 1'O 'V.'SND 'L0'.E 3 5) DESIGN PRESSURE AND INSTAL_ATIUN DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE M..ULLION. WINDOViS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE L'NITS TO BE MULLED ARE NOT LIMITED TO THOSE SHGVIN IN THIS DRAW?NG. SINGLE UNTT'S 10 BE MULLED TOGETHER MUST BE VANUFACTJRED BY MI VWINDOVIS AND DOORS 7) DESIGN PRESSURE OF MULLED UNIT SHVNLL BF CON'Tk 0 94Y THE _ESSER DESIGN PRESSURE OF T.iE 1.1ULUCN OR ThE INOIVID'JA.L WINDO9f 8) VERTICAI. MULLIONS ARE NOT DART OF THIS .APPROVAL. VERTICAL VUL_'ONS USED TO MULL UNITS SIDE BY SIDE ?LUST ;IAVE SEPARATE APPkJVAL. 91 OR ADD.-IIONAL APPROVED CON IGUi%MlONS SEE SHEET 2. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 CM-18532 HORIZONTAL MULLION SINGLE, TWIN AND TRIPLE WITH TRANSOM ELEVATION AND GENERAL NOTES V.L. 08-01453 s ^'` NTa e1iF 03/06/12 'HZL1 1 OF 3 SIGNED: 0611112015 \\\NN\5t 1Rt I lCrC) Or TATE 0Ft4 nv i0S'�(ORIOP A ��i0/0' E�N 151i 3/8" MAX. UNIT WIDTH (MULL ON SPAN) H 1 WINDOW I 168' L MAX. I �^ COMBINED I it HIGH? I ;i W!h'DOW+sIIlNDOIh' I WINDOW H2 na....:..... ». '4-* .n n m -nrifv rharf (rrtcfl Tributary Mullion Span and individual unit width (in) Height 64.00 72.00 90.00 108.00 126.00 144.00 156.38 (in) 18.00 24.00 30.00 36.00 42.00 48.00 52.13 18.00 130.0 130.0 130.0 130.0 116.2 87.5 68.2 24.00 130.0 130.0 130.0 106,2 89.4 65.0 51.5 30.00 130.0 136.0 109.7 87.7 73.5 53.2 41.4 36.00 130.0 15 5 94.1 75.5 62.9 44.7 34.8 42.00 130.0 110.0 83.4 66.8 55.5 38.7 30.1 48.00 130.0 99.9 75.3 60.1 49.9 34.2 26.5 54.00 130.0 92.1 69.0 54AI 1 45.5 30.7 23.8 60.00 129.4 86,0 64.0 27.9 21.6 66.00 122.4 81.1 59.9 25.6 19.8 72,00 116.2 77.2 56.5 M40.O31.8 23.7 18.3 78.00 110.5 73.9 53.7 22.1 17.1 84.00 105.4 70.8 151.4 20.8 16.0 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE DESIGN PRESSURE ,A.BL= INSTRUCT'O.-N5: 1) C'EI'il`iE REQUIRED DESIGIN LOAD, PEP, F:.OR:OA. BUILDING CODE C!tAPTE> 16. 2) DETER?AINE TRIBUTgnf HEIGHT AND MUL_=ON SPAN BASED ON PRODUCT TO BE NSTALLED. SEE FORMULA. FOR TRIBU'iARY HEIGHT. 3) LOCAL MULLION SPAN (Uhl 'AIIJ I) AND TRIBUTAR H 'GH?. AT "HE INTFCR> TON OF COLUMN AND Pn1 CONJAINING THE MULLION S=AN AND TRIBUTARY YIIDTii RESPEC IVELY IS ,HE MULLION RAPING FOR PRODUCT IN S;=P 2. MULLION RATING MUST BE EQUAL OR GREATER THEN REQUIRED Dcsic-N PRESSJRE OBTAINED IN STEP 1. alv+snns DE9CRiPTiON OA'E f AP4rt04ED RINSED INSTALLATION O-iAILS 06/7.^./i5 ;R.L -TF --I 1 29/32" }- i 27/32" 25/ 32" J i, yp 1 9 %1 B" O 0 �i T 3/ 16""" �i 6Xo5/32 SECT5768 CLIP J. ALUA41NUM 6069•T5.093" THICK FOR WOOD FRAMING INSTALLATION 4 5/8"- I 1 r - 1 ( i, I ' � II� III I 1 9j 15" c h O 25/32.- S_E_CT5768CLIP 2X.u5j32" ALUMINUM 6063•TS .093' THICK FOR 1,4ASONRYiCONCRETE INSTALLATION 'IRiBiTARY IiEiCHT 2 CM-78532 MULLION ALUMINUM 6005-T5.125'-THICK MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 CM-18532 HORIZONTAL MULLION SINGLE, TWIN AND TRIPLE WITH TRANSOM ELEVATION AND COMPONENTS V.L. 1 08-01453 SCAI-E NTS I �"-` 03/06/12 S"EE12 OF 3 SIGNED: 0611112015 r- r 10 MOOD CM-18:r32 MU -:ION 1 1/4" SCREV{r F SELF STACK i Y:IN. E 1BEOIJ,S:IcT 1 3/8" 1/." ..APCON--\ r _�__ -- S�`'T5758 MIN. EMBEDMENT ! I i CLIP INTERIOR it i i _I I t 2" EDGE ! / DISTANCE t / • .r._......./, S 1 ';I TAC.'Cc i; II� iI 'i 1 I 1.u�� " �I IA)OD FRAMING ' OR 2X SUCK Bi OTHERS / t MASONRY%"CONCRETE °' OTHERS ...... . ............ ' I EXTERIOR MULLION INSTALLATION REViSOKS APPROVED RCVISED IN5'ALLAT ON DETAILS 1O'S/30/U .... .R.L. ANCHORING NOTES: - -- ----- - -- - -- - - - --- - - - _1j—�'GZ-ANCF.O-i�Jii _ - - \TC) ::C)NCP.;�TE`-OSc. t�.�•. lAPCONS :KITH St:FFICIENT _ENG1ri TO ACHIEV_ „ - - 1 /4" MINIMUM EMBED.V.ENF INCO SUrLiSTRA.Tt -8171� 2 1/2" MININWIV, EDGE DISTANCE. LOCATE ANCHORS AS SK)WN IN _L-_VATIONS AND 'NSTALLATION DETAILS. 2) FOR ANCHORING INTO WOOD FRANONC OR 2Y. 3U-K USE 1 -0 viCOD SCRE`.k iYITH SCF"CENT LENGTH TO ACHIFA!E A 1 3/8" .'d=N1PAL M EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN -N ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ATTACHINC WINDOW LINITS TO M01-dON USE ;=10 T-I( SELF TAaP.NG SCR7-ViS V'JiTH SUF=ICIENT LENGTH TO ACPIEVE A MINIMUM EMBEDMENT OF THREE THREADS RAS' THE MULL:Ot; 'AALL. LOCATE SCREWS G" FROM EACH MLILLION END AND 12" VAX, O.C. T,-EREAFTER. STAGGER SCRF115 AT. EACH 'AiiNDOW. 5) FOR VIINDO'N UNITS ANCHORING SCHEDULE REFER TO 1,71NDOW APPROVED INSTALLATION INS I RUCTIONS, SIGNED: 0611112015 Cl) A=L FASTENERS TO BE CORROSION RES€STANT. MI WINDOWS AND DOORS \\\IllllltlA/� 7) INSTALLATION ANCHORS SHALL B= INSTALLED IN ACCORDANCE WITH ANCHOR 1,1ANUFACTURER'S WIT11 650 WEST MARKET STREET R' L0 ice'N: INSTALLATION INSTRUCTIONS, AND ANCHOP.S SHALL NV BE USED IN SUBSTRATES 1HAN THE M'NIMUM STRENGTH SPECIFIED B--LO GRATZ, PA 17D30-D370 \��J�S •��CEN9�•,cP S'1R;•'.NC[HS LESS A. WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42 CM-18532 HORIZONTAL MULLION ^may t><• I�JO� 625 �- B. CONCRETE - MINIMILIM COMPRESSIVE STRENGTH OF 3,200 PSI. SINGLE, TWIN AND TRIPLE WITH TRANSOM INSTALLATION DETAILS 0STAT44, rn+awr: w.c No. aEr,• iii�A,, OR104; •G\�kA\� Y.L. 08-01453 A /// s/ANAL //JI ="'faE NTS D""' 03/06/12 s"""3 OF 3 NII10\\\ Florida Building Code Online Page 1 of 4 SCANNED BY Jt ocie County r wwi� 1 - t BCIS Home Log In User Registration Hot7opics Submit Sumh.rge Stats & Facts Publications FBC Staff BC[S Slte Flap LSnks Search :.r Busines i, , Professionaf product c USER. PubbllicUUseerProval 0 f nr cv4!. ! �^_? > Product or Aonhcati:,n Search a hpytication I Ast > Application Detail i FL # FL15349-RS - Application Type Revision #: [�{�v- `� 5 Code Version 2014 Application Status Approved �I -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived it Product Manufacturer I I MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsillingerfarmiwd.com Authorized Signature I i Brent Sltlinger bsitlinger@miwd.com I Technical Representative II Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed i Compliance Method I Certification Mai k or Listing i American Architectural Manufacturers Association Certification Agency validated By Steven M. Urich, PE q Validation Checklist • Nardcopy Received Referenced Standard and Year (of Standard) standi!,_4 Year AAMA 506 2006 AAMA 506 zoos AAMA/WDMA/CSA 101/1.S. 2/A440 2005 AAMA/WDMA/CSA 101/1.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 option n� I L E COPY Date Submitted 12/17/2014 Date Validated 06115/2015 Date Pending FBC Approval Date Approved 06/21/2015 r_aPP_ P PP htt )://floridabuildin .or / r/ dtl.as x? grain=wGEVXQwtDgtH8572gvdW1anDW... 7/24/2015 g g P .I i Florida Building Code Online Page 2 of 4 l D"n A„He I FL # IMadel, Number or Name Description 15349.1 $185 Fin Frame 1'96x6D Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLin ri;z� S.r'•.0 la it?�.01. _??-.7-an aS5 FX7 fit i�-. Approved for use outside HVHZ: Yes I Impact Resistant: No Quality Assurance Contract Expiration Date !. Design Pressure: +55/-55 52/05/2015 Other: FW-LC55. IG unit consisted of the following from exterior to Installation instructions interior: 5/32" Ann - Air space - 5/32" Ann/ b.100" Solutia SaflexJ 5/32" FL153 4 - RS TCSTE:'_Pc_ " Ann- Glazing bite was 1/2'. Venfied By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 25349.2 135 Fin Frame 1 6x60 Laminated Single Glazed - Limits of use Certification Agency Certificate FLf 5349 r^.5_%� Approved for use in HVHZ: No Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes - Impact Resistant" Ni I 12105/2015 Design Pressure: +55/-55 Other: FW-LC55. Glass consisted of 5132" Ann - 0,100' Solutia Salley - Installation Instructions -: 5/32" Ann with a 1/2" 91a2ing bite- R i�at4 PS 3i_ 1;;=iFiae¢ 3S3us-?s _AS Verified By: American Architectural Manufacturers Association Created by independent Third Party: Evaluation Reports Created by Independent Third Party: ' 15349-3 j185 PW 96x60 Fin Frame Insulated Laminated Glass Limits of Use _ I Certification Agency Certificate _ FL15s:a c_5 C CAC iix:�R•SiQS i1±- f1o,�y.7 -rti zi=.'spa' _/.7u,:• Approved for use in HVHZ: No Approved for use outside HVHZ: Yes ` u Ir ct Ex;"z 0� tion;Dat Impact Resistant: Yes itjy Assurance Quality Assurance Contract Expiration Date Design Pressure: +551-55 FW-LC55, Missile Level D, Wind Zonel3. Glass consisted of 5/32" 12/05/2015 Installation Instructions Other: annealed exterior - space - 5/32" annealed / 0.100 Solutia Sanex HP J -1 - ° 34° F `.• ±1 '-�` Fu^ intn'er F' t hF ^ t'i; %" TF c==,=_^' Verified By: American Architectural Manufacturers Associalson 5/32" annealed. Glass was bedded in Pecora 896 silicone with a 1/2." glass bite. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.4 185 PIN 96x60 Fin Frame Laminated Glass Limits of Use Certification Agency Certificate fi_? 53 g 5 Gr_'.±,_�. �..7(;.li; i12_ R4 Fx._Fin Into. ' `154 "' _.- 0_ Approved for use in HVHZ: No _ Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 12/05/2015 Installation Instructions Design Pressure: +551-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" -. annealed - 0.100" Solutia Sanex HP - 5/32" an Glass was bedded Verified By: American Architectural Manufacturers Association in Pecora 896 silicone with a 112" glass hire. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349-5 185 Fy__ 96x60 Flange Frame Single Laminated Glass _ Limits of Use Certification Agency Certificate Ftl� 2°°l-.�_AC h-C 7Ca1^,0? Y_GxG Llla% -. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/0512DIS Installation instructions . Design Pressure: +55/-55 Other: FAY-LC55, Missile Level D. Wind Zone 31.1Backbedding silicone is �. FI,1 `:?°u %!r 0S_^±Gi,'A-reU .Verified By: Luis R. Lomas, PE PE-62514 Pecora 896. Created by Independent Third Party: Yes Evaluation Reports i•t.} s?r9 Ra t-_"._rF:>777A. �r�f. Created by Independent Third Party: Yes 15349.6 F185 PW 96x60 Flange frame Insulating Laminated Glass Limits of Use Certification Agency Certificate ' FL15 4° PS r '-t "•C PS"a503-1i1!?•4 i-i:: G39.C:!•:�9-»% :85 Approved for use in HVHZ: No ? Approved for use outside HVHZ: Yes %% `' C- ,SX�f Yes Quality Assurance Contract Expiration Date Impact Resistant: Design Pressure: 4551-55 12/05/2015 Other: FW-LC55, Missile Level D, Wind Zone 3-The glass was bedded in (Installation Instructions Pecora 896 silicone with a 112" glass bite- Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes j Evaluation Reports EL1 rz34° RS AE5±22?7,,^„�y_.r Created by Independent Third Party: Yes 15349J 185 FV'1 _ i72x72 Fin Frame Single Laminated Glass Limits or Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL-. 53__`".5- e; f.':?' AP: C�.��;.,.Q3�li±?_+;'_R Quality Assurance Contract Expiration Date 06/25/2016 i. Impact Resistant Yes Installation Instructions Design Pressure: +55/-55 Other: LC-PG55, Missile Level D, Wind Zone 3. 112" glass bite, glass FLlS.„9 R5._1_9f. 6= 3 :':fi--' bedded in Pecora 896 silicone sealant. Verified By: Lui< R. Lomas, PE PE-62514 was Created by Independent Third Party: Yes Evaluation Reports El Created/by Independent Third Party: Yes 15349.8 185 PIN 72x72 Flange Frame Single Laminated Glass Certification agency Certificate Limits of Use f"-Lf 5 _9 '.-'-' CSC kP S_057.S,tJ'-3. Ct9-":?-RD s"tangy=_rr.�. : Approved for use in HVHZ: No Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 06/25/2016 nstallaifon Instructions Design Pressure: +55/-55 Other: LC-PG55. Missile Level D, Wind Zone 3. 1/2" Glass bite, glass f? t58« RS_D 2'6-t1: +SSA.nd' was bedded in Pecora 896 silicone sealant_ Verified By: Luis R. Lomas, PE PE62514 Created by Independent Third Party: Yes httn://floridabuildina.org/pr/pr_app_dtl.aspx?plcram=wGEVXQwtDgtH8572gvdWIanD W... 7/24/2015 Florida Building Code Online Page 3 of 4 Evaluation Repo 4C5 Created by Independent Third Party: Yes '.15349.9 185 PW 73x72 Rn Frame Insulating Glass Limits of Use ct rtFlcation agency Cecate ^ •, R`` f CAf Ai• E.I-i4_^^ j Approved for use In HVHZ: No . Approved for use outside HVHZ: Yes Qualty Assurance Contract Expiration Date Impact Resistant: Design Pressure: +6 04/03/2018 0/-60 Installation Outer. CW-PG60 I instruct] ons}*i.:.53 iy_I 08-fi23$=q.;xa1_` i VerVieA By: Luis R. Lomas, PE P'c-62514 Crearea by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes _ 15349.10 j185 PW L3x72 Flange Frame Insulating Glass ' Limits of Use I Certification Agency Certificate c, , rr C ;ce o -(XE�' 'LG_nr C4.L..Expir Approved for use in HVHZ: No Quality do Assurance Contract Expiration Date u l y s t Approved for use outside HVHZ: Yes 04/03/2018 . Impact Resistant.• No Design Pressure: +60/-60 Installation Pressure: I Instructions ._.i.:"349 Other: RS r.;z-,ioc^A of _ __.-.-Cam•-ns Verified By: Luis R. Lamaas,, PE PE PE-62514 Created by Independent Third Party: Yes (Evaluation Reports 513174A.2df ^._1 CreaLetl by Independent Third Party: Ycs 15349.11 185 PW j72x12 Flange Frame Laminated Glass Limits of Use Certification Agency Certificate r- PS C. 1:* C. Approved for use In HVHZ: No rE c�„.� Fi,\EC, F!C: •(' ..2s0 1'_�.. F_,,,.. t7 i=w^_,._ — Approved for use outside HVHZ: Yes Quality ,-,a,.. Assurance Contract Expiration Date Impact Resistant Yes Design Pressure: +55/-55 I 06/25/2016 Other: LC-PG55, Missile Level D, Wind Zone 3. Glass bite is 1/2" and Installation Instructions P= '7 ^.£•='J ;SSA„1;,�f glass is bedded in Pecora 896 silicone. i p:-?:.,.'+'4*� Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party- Yes 15349.iZ 185 PW 72x72 Fin Frame Laminated Glass - Certification Agency Certificate II Limits of Use Approved for use in HVHZ: NO - F . >•.ad 2aC1,` t.5; d_� Fivr-, FIN 5 S-..2r+,;Cf�!~+ �'� 7x'[,?„a„' i ?'•z�--L:t` - Approved for use outside HVHZ: Yes __l Quality Assurance Contract Expiration Date Impact Resistant Yes 06/25/2016 Design Pressure: +55/-55 Other: LC-PG55, Missile Level D, Wind Zone 3. Glass bite is 1/2' and installation Instructions '. glass is bedded in Pecora 896 silicone-S.'s-;,w�_•:'a-23;1.,A.•,xff Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ,?rr, Z5 AF i3122A.gc_f j. Created by independent Third Party: Yes _J 15349-13 185 Triple PW 'I 159x54 Flange Frame Single Laminated Glass i Limits of Use Approved for use in HVHZ: NO CerHficatian Agency Certificate _ Fi. iF'_4c a5 C CAC- Air 86512 rl1-ki9.4`'-f<ii EC SiZC1•_nt �! ryG_F_ 7 39;ts 4 R S5 AXIM, - Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes I 01/24/2016 Design Pressure: +55/-55 I Other: FW-R55, Missile t.evel D, Wind Zone 3. Backbedding silicone is Installation Instructions . Pecora 896. [E PE-67514 Verified By: Luis R. Lomas, PE �. Created by Independent Third Party: Yes i Evaluation Reports Created by independent Third Party: Yes __ ' 15349.14 185 Triple PW Limits of Use .159x54 Fla - Frame InSulaled Laminated Glass CerLFlcation Agency Certificate n Approved for use in HVHZ: No t 5t•' qs' y CAC APB hr> n F. 5. fi?.fit,-',i2.0S fi. 'XD FIFI t' -.Su �jr, R5,`, FAE 1:•2^'�,..- r., Approved for use outside HVHZ: Yes Yes iF 0c� 1:1�:r j. i Impact Resistant: Design Pressure: ' Missile Le5 Outer: FW-R55, Missile Level D, Wind Zone 3. Backbedding silicone is Pecora 896. Quality Assurance Contract Expiration Date 01/24latio Ins[ata[lon Instructions FL.a S:igS_RS- ii a°•::t11 f+; 4i?.,ft_C Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FI.i2aa`? e5 %+- Si'278A.n t Created by independent Third Party: Ye: 15349.15 185 Triple PW 159x54 Fin Frame Continuous Head and Sill Laminated _Glass Limits of Use certification Agency Certificate y Ft.1 . a9 R5 C C7,G—AFC E65i 1-f t-:1i9-»%-R4) 25 F7:D2111 ?=E Approved for use in HVHZ: Na IS y'Ass { Approved for use outside HVHZ- Yes - i ALtKssurance Quality Assurance Contract Expiration Date ualit Impact Resistant- No Oi.J2a/2016 Design Pressure: +55/-55 PVa - nstallation Instructions Other: FYI-R55. Glass rnnsist.ed of 3/32' ann - 0-D40" Solu[ia 3/32' ann with a 1/2' glazing bite. If ,85 Fx:i rE15 Fin t.--?a.�„<_fit-i`� 1_rsl di Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Fin Frame Contnuous Head and Sill laminated Glass i Y5349.16 ,185 Triple PW Limits of Use Certification Agency Certificate Certification F;, ciao R C 5.0 P 3�5-=_-,i i . 1 .4' R0 Approved for use in HVHZ: No HVHZ: Yes >r��5 rY R_S A_ fiF.-'1 n _'PEES-urtf { Approved for use outside Quality Assurance Contract Expiration Date . Impact Resistant: Yes 01/24/2016 j Design Pressure: +55/-55 l,tin:/lfloridabuilding.org/pr/pr app_dtl.aspx'?param=wGEVXQwtDgtHS572gvdWIanDW..- 7/24/2015 Florida. Building Code Online Page 4 of 4 Other: FW-R55, Missile level D, Wind Zone 3. Glass consisted of 3/32" installation Instructions ann - 0.090" Soluda PVB - 3l32' ann with a�11/2" glazing bite. The glass FL1534i: RS ?' 1 -`+ Cris Fmtl?ct Fixr._J_ASti.ir2 h5 FSi'[t)„f Verified By: American Architectural Manufacturers Association bedded in Pecora 896 silicone. Created by Independent Third Party: Evaluation Reports [as Created by Independent Third Party: 349.17 185 Triple PW , 159x54 Fin Frame Continuous Head and Sill lnsulat� Laminated Glass Limits of Use -: Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate f{,2 34 ;r5 C 'n'r oi' E1LS:C.?l.tOg-a t_-f �.85=IiCFi:? =1X 7At'r:c Impact Resistant: No , Design Pressure: +55/-55 Other: FW-R55. Glass consisted of exterior 1/8" annealed - space - uality Assurance Contract Expiration Date ,/24/2016 03 Installation Instructions 3132" annealed / 0.090- Solutia PVB / 3/32" annealed. Glazing bite was I F Lq R5 IL_ 135 Cr'S Fin Fixed65 81E,n1 AS Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15349.18 185 Triple PW I 159x54 Fin Frame Continuous Head and Fill insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: Na UA r.f> � t�J FLI1L" Ei,[7-= F, ;at A65 1 01 FY. Approved for use outside HVHZ: Yes ;Ssa Impact Resistant: Yes Quality Assurance Contract Expiration Date -. Design Pressure: +551-55 Other: FW-R55, Missile Level D, Wind Zone 3. Glass consisted of 01/2412016 '.. exterior 1/8" annealed - Space - 3/32' annealed / 0.090' SolUtia PVB / Installation Instructions 3/32' annealed. Glass was bedded in Pecora 896 silicone with a 1/2' ,, ti Fin i"ti?art Er�rt=c' JEci»:�7 %r5 �ESTri; s_`I rt ,4'LRS i7 I8 , CH Verified By: American Architectural Manufacturers Association i glass bite. Created by Independent Third Party Evaluation Reports I Created by Independent Third Party: aasa�. 1 `..:z,l I Contact IK 1:: 1940 Borth Monme Strcet,,_llahassee FL 32399 Phone: 850-487-1821 1 ,the State of Florida IS an AA/EEO employer. Coowinht 2007-2013 State or Florida.:: privacy Statement :: Atresslhllrty Statement :: Refund Statement I Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to public -records request, do not send electronic —it to this entity. instead, contact the olfice try phono or by traditional mall. If you have eny questions, please contact 850.4ti%.1395. *Pursuant to Section 455.275 fill, Florida Statutes, effective October 1, 2012, limrtsees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emails provided may be used for official communlcailon 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 .—If address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick Vie. Product Approval Accepts: aoo svc"rill xr I?tit http://floridabuilding.org/pr/pr_app_dtl..aspx?param=wGEVXQwtDgtH8572gvdWIanD W... 7/24/2015 NOTES: 1. TE PRCCUC'I SHOWN H :REIIN IS DESIGNED AND NIAWL)FACTU 2ED TO COMPLY VVITH REQUIREMENTS OF -HE FLORIDA BUILDING CODE. ?. WOOD FRAMING AND MASONRY OPENING 1Cl BE DESIGNED ANC ANCHDRED TO PROPERLY TRANSFER ALL LOADS TO `:�IRUCTURE. FRAMING AND Nt4SONRY OPENING !S THE RESPONSIBILITY CC THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE iS OPTIONAL. 4, W11EP.E SHIN,:. OR BUCK TH.CKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE `A'ITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIMIS. ANCHORS SMALL BE SECURELY FASTENED DIRECTLY 1N-0 MASONRY, CONCRETE OR OTHER. STRUCTURAL SUBSTRAT_ MATERIAL. _. WHERE WOOD BLCS THICKNESS IS 1-1/2" OR GREATER, 3LCK SHALL BE SECURELY rASTENEC• TO MASONRY, CONCRETE OR OTHER STRUC'i'URP.L SUBSTRATE. 1i'RJGOV! Utrll'S t.9.4Y BE ANCHORED THROUGH FRAME TO SECURED WOGD BUCK IN ACCORDANCE 1iiJ"H MANUFACTURER"; PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH AzPRCVED COATING OR MEMBRAIIE. SELECTION OF COATING OR NADMBRAN!_ IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER 0:' RECORD, 7. BUCKS SHALL EXPEND BEYONL' WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8, SH IA AS REOU'RED AT EACH ANCHOR LOCATION 10:11H LOAD BEARING SHIM, SHIM 'WHERE SPACE OF 1/15" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4°. 9. Sid!MS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING A.PPLICADLE LOADS. 10. ',11ND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATFR!AL: ALUMINUV, 5063-TS. 71. UNITS MUST BE GLAZED PER ASTM c i3QQ=0e1... `SH -SH" 1-2-FOR- GL455-DETAI:S- - - --- r „�pROvED fMPAC' PROTECTP.E SYSTEM tJ T E,DQIRM FOR THIS PRGD'UCT IN WIND BORN- DEBRIS REGIONS. 4, FOR ANCHORING INTO WOOD F AMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT TP110 SUBSTR.AI'E. :!;GATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAI-S. p"E sioNs REV DBUIPTIOIJ AP?R;NCD A I REV,SEC NSTAI.LATICR CETAi.S I 057w,i, R.L. 15, FOR ANCHORING -HRCUGH -RAIN= INTC MASONRY/CONCRETE LISE 3/16" 'r.APCONS NITI-i SUFFICIENT LENGTH TO .ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 tj%" MiIJiMUn,t E?GF. DiSTAPICE. LOCATE ANCHORS AS SHOP/'N IN ELEVA?IONS AND !NST.4LLATION DETAIL5. 16. FOR ANCHORING THROUGi FRAME INTO METAL STRUCTURE USE 410 SMS OR SELF DRILLING SCREWS WITH SUFFICIEIIT LENGIH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE .ANCHORS AS SHOWN IN, ELEVATIONS AND INNSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESTS -ANT. 18. 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. 4";OOD - MINIMUM SPECIFIC GRAVITY G=0.42 B. CONCRETE - b1NdiUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASO*TRY - SIRENGT!; CONFCRMANCJE 10 ASL%i C-90, GRADE N, TYPE t 'OR GREA?ER'- D. METAL STROCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8" 'HICK MINIMUM TAB'-E OF CONTENTS NOTES E-EVAT'ON5 & G-A21NG DETAILS 3 - 10 1 INSTAL.A710N DE?A!I.S VL MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ. PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT NOTES 08-01613 NTS `"F' 06/04/12 s EE11 OF 10 SIGNED: 0511312015 07 •\NpENS� =1k• 0 ,.6T2g k =� TATOR M r � /��ss10NA11E��\\ ANCHORS TO BE EQUALLY S-ACED REFER TC CHART FOR NUMBER OF ANCHORS REQUIRED 95 1/1" MAX. FRAME. WIDTH ---- MAX..-- ""( - 3" MAX. 185 FIXEDWINDOW FLANGE FRAME_ EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t55PSF LARGEANDSMALL MISSILE 1MPAcr MISSILE LEVEL -Dim IND ZONE-3 3/ 4" -�� - - 5/32" ANN' 100" SAFLEY. HP IPVB BY EASTMAN 5/32" ANN — 5/32" ANN li EXTERIOR r INTERIOR SILICONE T-K SPACED ,4„ FROA CORNERS AND 18" MAX D.C. THEREAFTER GLAZING DETAIL A FLANGE FRAME SHOWN FINLESS FRAME SIMILAR 1" I Ss 1/'-" MAX. FRAME HFJOHT RE�I31Gn$ WSCRIPT!Dll I OATS h»P.CviD REVISE: CdSTFLLAT;ON OF.TA'LS MEMO �pp©QQppO©©©p ©©!�©80Q80�7oQQ©O® E�©pQ0o0�1QE�0©©8Q©®BQii©OQB©dQ �a©Ri ©®®©tea©©a�om�i © ©Q■�a®®�©©��®©©©a��i�Q�w®©®o>vor �i®i�QO®R!�©©Q©D©QOOO©0©p�7op©ic1 � �aoQooaQo�■Q©d©QQo©Q000Qo�■m� Qa©0E7QQ�#Q®0©E�©©a0©Ei©®®0®mBmQ 5/32" AkN SAFLCX FIP P`J3 BY EASTMAN l I 5/32' ANX �I I` EXTERIOR INTERIOR f� SILICONE #G x 1 11/4" TEV — I� SPACED 4" FRI)M �I CORNERS AND 18" MAX O.C. THEPEAFTERGLAZING DETAIL B FLANGE FRAME SHOWN FINLESS FRAME S11,11LAR SEE SHEET 3 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT ELEVATION AND CHARTS ORANN; OeiG YG. VL 08-01613 SCALE NTS GATE 66/ 04/12 JSnEE72, OF 1D SIGNED: 0511312015 EDGE DISTANCE KOOD FRAs.UNG —� (� \ i 1 t /a" MIN. OR 2X BJOK `� i� I—I—T} LMBEDV..ENT BY OTHERS MAX. BACKER ROD & --'� SHIM SAGE APPROVED SEALANT_ RIGID TILLER SE'r.IND FLANGE I f,'iG WOOD SCREW INTERIOR EXTERIOR WOOD SCREW: vETA_ S'HU C-:J RE 9Y 0`�qERS PACKER ROD do APPROVE SF.ALwr SEHIND FLANGE EXTERIOR BACKER Rot) x I it l BACKER ROD ?x l L' MAX. APPROVED S"ALA-T �` 1/ APPROVED SEALANT BEHIND ''N \ G SHIN SPACE --?c INJ F ANGE - WOOD r NANIN : --�\ ��` / Tj ;/a" `11N. METAL OR 2X BUCY. / EMBEDMENT STRLI(;"URE BY OTHERS %" ...--- .- BY OTHERS 1 /2" MIN J EDC,E DISTANCE _VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK JNSTALLATION NOTES: 7. INTERIOR AND E ERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AST1,4 E2112 3/7" MIN cncr N:; AN(-" ZGyijlyVi A 3E'vISEQ INSTA!!4TIM: O:T:J'S 05/12/15 IR.L. I 1/'I" MIN. _ 0i" MAX. C1,19LIJMENT � �� SHIM SPA.CE OR 2X 3UCK K-1 Wr00D FRAe1!ISC �_ , 9'- orI-IERs t 10l,'OGD ' ��Jil IN � TERIOR CREW `f /IM4" V..AX, EDOE DLISTAN^CE 1/2" PAIN. L—LI-97EXTERIORSiH \ SPACE R3: APPROVED SEALANT GID =ILLER BEHIND FLANGE 10 sMs OR JAMB INSTALLATION DETAIL ELF DRILLING WODD FRAMING OR 2X BUCK INSTALLATION CPE'A' 1 /4" MAX. SHIM SPACE INTERIOR T I I G sm's OR } _ I SELF DRILLING 110 SIlS OR � INTERIOR SCI-F DRILLING—- ,{ e-- - 1/ " MAY, SCPP,"S � 11 SHsh" SPACE 11 JT•�y T L... _ ECGEsDISTANCE L �f� I,—mm 3/4" ITN �ti EXTERIOR EDGE DISTANCE META STRU;,?URc PACKER ROD a BY OTHERS APPROVED SEALANT VERTICAL_CROSS. SECTION SEtiI JD FI ANGE METAL STRUCTURE INSTALLATION JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0511312015 MI WINDOWS AND DOORS \\\\\0>1IlILIpi,,�� 650 W. MARKET STREET GRATZ, PA t7030 `�v •�\CEN3gs�� 185 ALUMINUM FIXED WINDOW = c,51 # FLANGE FRAME IMPACT q7y�(t(AxT'EOF FLANGE INSTALLATION DETAILS �w0.� oaowH: I 011C I.Q. 3y �i��/`o�`5;OR10 VL 08-01613 A SCALE NTS pM1E 06/04/ 12 ."". 3 OF 10 11111 CONCRE E/VASO:RY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BAC''KER ROD & APPROVED SEAS V'C EXTERIOR '" I i BACKER ROD—\ ec A?PRGVED \\\ SEALANT— GPTtoNA_ 1 X eucK SEE NOTE 3 — 7 SHEET CONRLTc/MASONRY �� , n BY OTHERS a kt'NS`.ONS 0.5tPiPTICIt REVISED !NSTALLATIDIJ DETAILS 2 1/2° MIN, _ EDGE DISTANCE t 1/4" NUN _r -- :.VBFD!AENT —I a EMBEDMENT CONCRETE/MASONRY �� -- BY OTHERS v `-� _—___�- 1, l e • d _ 1 /4" MAY.. SHIM SPACE 1/4" MAX. OPTIONAL 1X BUCK I` �Ft:M SPl.GF. SEE NOTES 3 — � SHEET i 3/ 16" TAPCCI-I 9 I I 3 j ; o" TAPCON —•� " E it INTERIOR Iy , INTERIOR 3/16" TAPCON- 2 1/2• MIN 1/4•' MAx, EDG= GISTNCEJ EXTERIOR °1 sr;ia SPACE � • -BACKER ROD -I�----------- APPROVED SEALANT __ 1— .•._.__ _..__i BEHIND FLANGE MIN. EMBEDMENT JAMB INSTALLATION DETAIL „ _...._..._tom—•,--r---•-- � CµOtJCRETE/MASONRYINSTALLATION a 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEQASONRY INSTALLATION NOTES; 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WWTH ASTM E2112 MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FINLESS INSTALLATION DRA19N: DWG N0. VL 08-01613 _ SCALP. NTS DAIL 06/04/12 `-uEErB OF 10 Dni. A."QROviD OS/12/15 R.L. SIGNED: 0511312015 2 1 /2" MIN. EDGE DISTANCE C01,10RET-/MASONRY — — —, BY OTHERS OPTIONAL 1X BUCK 1 ° ° ° ° EMBEDMEV' SEE N01'ES 3 — • " SHEET i 6ACKER ROD —� 3 APPROVED �I, `� �_.__.. 1/�" mAX, 1 ��I SHIM SPACE 01 - SEALANT EXTERIOR BACKER ROD —� K: APPROr_D \ SEALA\T \\ OPTIONAL 1X DUCK —---SEL-!O7-3_i-- SHEET I CONCRETE/`AASONRY BY OTHERS \ j" — 3/16" TA -CON INTERIOR — 3/16" TAPOON Ii�:f'>qN5 ' I D3CRWTCN CAATE A?PPAVED n�BEVISED INS1HLlATiCN DETAILS I OS/12/15 R.L. 1 MIN. EMBEDMENT Y ° I I J� c CONC1'ETE/MASONR'! _ BY OTHERS MAX. M. SkISPACE OPTIONAL IX BUCK - j .0 SEE NOTES 3 -- 7 hh SHEET 1` _ INTERIOR 3/16" TAPCCN v �' II?1 I 1/4.. MAX. — - - ^HWLSPACE--- -- - - - -- - -- t ° `° EMHEDME:`11 J° d 2 1/2 MIN. EDGE DISTANCE VERTICAL CROSS CROSS SECTION CONCRETEJMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 + MIN. 1 EDGe EXTERIOR r 1 BACKER ROD -- — do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FLANGE INSTALLATION DETAILS VL 08-01613 S^AtE NTS DAZE 06/04/12 "'EE14 OF 10 SIGNED: 0511312015 1 S0'419s��i *• �v�10rf6�61.* O;S{{ST(ATE OF ; �i�'cS FC OR10P •G\�'�� i��/S/QNA `1E�\\�� ,tl00D FRA>r4NG OR 2X BUCK BY OTHERS 1 /2" t 4N. EDGE DISTANCE 1/4" MIN. EM3EDMENT /4" MAX. _I BACKER ROD & I' - SHIM SPACE APPROVED S A ANI' �� , BEHIND = AtlGE j RIGID FILLER WCOD SCREW INTERIOR EXTERIOR #10 WOOD SCREW _ RIGID FILLER BACKER ROD6c APPROVED SEALANT J 1/4" MAX. BEHIND FLANGE -.- SHIM SPACE rf __- -- WOOD FRAMING j 1 1/4° a41N. OR 2X BUCK J� EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEH ND FLANGE EXTERIOR BACW-R ROD & APPROVED SEALANT _BEHIND-FIANGE-- t, E1'Al STRUCTURE BY OTHERS 3/4" MAN i ttEF751aN: iCV 1 DFSC31%iION '. aA"E APafOVC9 I A I REVISED tNS:ALLPIT 10 pEiAi4S I Q5!12/15 R.4. 1 :/4" NIPI, EvOEOMENT WOOD FRAWNIG, OR 2X BUCK BY O"HERS - U 10 wCOD SCREW 1/2" MIN. 1/4" MAX. EDGE DISTANCE SHIM SPACE I �� 1;4" t1AX. HIM SPACE r— RIG'D FILLER !/ INTERIOR _----- .._.. ---- EXTERIOR \ BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE --f1GSMSGR JAMB INSTALLATION DETAIL SELF DRI iING WpOOFRAMINGOR2XBUCKfNSTALLATfON SCREW INTERIOR SHIM SPACE ro10 SMS OR SELF DRILL !NG SORE:V I RIGID FILLEP, I INTERIOR RIGID FILLER #10 SMS OR /_ _ _ _ -, SELF--DRILLING-� _ .—_ /� • MAX. SCREWS SHIM SPACE _\JL EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4" MN' rJI nt® EDGE DiST.ANCE I - -�- ° EXTERIOR METAL STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTUAE INSTALLATION SIGNED: 0511312015 MI WINDOWS AND DOORS \,�� RilfLlo 650 W. MARKET STREET ��• �y J' GRATZ, PA 17030 ` v.'Nsr•. 185 ALUMINUM FIXED WINDOW 5 0 1 * = FLANGE FRAME IMPACT yam' 5� FLANGE INSTALLATION DETAILS WITH RIGID FILLERO,• TA7 OFty= VL sc'AEENTSan,1O6/04/12 CS s0E 6513 OF 10 A S/ONPi 11E�X�� !, 2 1/2" MIN. EDGE DISTANCE 1 1,/±" h4sN. CCI,ICRETE/VIASOIJRY --� —--_---r-_`_..._.__...+ „_.Y__.__� EMBEDMENT e OTHr' i CP-!ONAL 1X 51!CK CONCRETE/VASONRY I SEE NOTES 3 - 7 , EMSEDVENF gY CTH RS j` SHEET - M1 I y 7f11� A,�!, i/4' MAX.. OPTIONAL 1X SUCK B.ACK0z ROD do APPROVED -fie'/ SHIM SPACE SEE NOTES 3- 7 SHUT 1 SHUT SEAL ANT RIGID FILLER 3/16" TAPCOiN -� 3/16 TAP ON EXTERIOR INTERIOR II 3/ 16" T.A.PCON HACKER RCD 1 F1 AP-•ROV-D RIC-D FILLER 5EAlANT i f4" MAX, OPTIONAL IX BUCY, -1,\ - SNR: SPACE- -- - — - - -- - - - - SEE NOTE_3-7- ---� COraCRETE/MASONR aY OTHERS °; " ° EiBEDNENT e I -� 2 1 /2' MIN. ...� . EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i an-1sa:;s p[p DESCRP7 1 0.4TE aa?RtrJED t, I REVISED INSTALLATION DE-ALS 05/12/15 k R.L. ,I a SHIM SPACE. 9J a� RIGID FILLER 1 l I INTERIOR I �+�vbi'S1tiVQ0a7>. I I. EXTERIOR SACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETERdASONRY INSTALLATION SIGNED: 0511312015 Ml WINDOWS AND DOORS \\\��11'R L10��ii 6550GW. TMARKE STREET 030 �\S*0ENS W 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLER , �` "g1 SAT OF tN` 40RP't SIONAI E��` _, �IIIIIl41 DRativN: VL Dav uo. 08-01613 REv A scryE NTS D�.7t O6/04/12 sl'F`16 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR 1/2" MIN. EDGE C'iSTANCE 1 1/4" MIN. .METAL --` EttBEUM1iE�R STRUCTURE l BY OTHERS ... _........... _........ _._r -- 1/4" MAX. SHIM SPACE BACKER ROC x .APPROVED SEALANT BEHIND FLANGE . {j 1 n wooc scRE:; INTERIOR - #10 WOOD SCREY/ EXTERIOR DACKER ROD Lie APPROVED SEALANT --� !IKU Lr MAX. 'HIM SPACE BPCrF.ROD X PROVED A HLN c3k:! I I_-1-/4" ---- - --BEHIPt9-F Ay1Gc WOOD FRAMING - �` W 1 4!c A:_ OR 2X BUC1< BY OTncRS EMBEDMENT STRUCTURE EDOF DISTANCE VERTICAL CROSS S_EC_LL TION WOOD FRAMING OR 2X BUCK INSTAATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 -- REMSIONS ry Du:CRIPT.C:I CAT: � .4PPRC•/ED ~A^ P.E/!SED iNSTTLLALCh DETA!L.5 05/12/15 I.R.L. 1 1 /4" IJ.!N, _ i / 4" 1)AX. EMBnDIJENT SHIM SPACE HOOD FR"I'll- OP.. 2X BUC�C I 1� dY aTrERs ( ( INTERIOR i110 at000 s-REYd i 3/4" IJIN \ {I ^ nn:-ASTAILICE j - 1/2" MIN. � IJAX. EDGE D-ANCF. \ �; SHIIA SPACE _ EXTERIOR \` BACKER ROD & APPROVED SEALANI' BEHIND FLANGE 10 SMS OR JAMB INSTALLATION DETAIL :L.F DRILLSNG WOOD FRAMING OR 2X RUCK INSTALLATION REW INTERIOR y� 1/A.. VAX. S.'11M SPACE �1n sl�1s OR SEL= DI231_LING SCREW Ij10 SI18 OR - - - - SELF D21LLmG INTERIOR i --- - r 1/4.' MAX. SCREWS SHIM SPACE � nnm1�3 dI I^-- ---t- 31:.. MIN' EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4 " /4" MIN. 11. EDGE D6TANCE 'EXTERIOR META BACKER ROD rk STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 05/1312015 MI WINDOWS AND DOORS 650 W. MARKET STREET PA 17030 \\�o\111iIII/,/l / J� ` ~�•��GENSF s GRATZ, 0 51 *; 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT — FINLESS INSTALLATION O', STATE OF Dvrc aa. REV VIL Cntt 08-01613 A �///,ONIA 11�\\\\ NT5 06/04/12 7 OF 10 wOOD FRA•.1.NG OR 2X BUCK BY 01HERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT - BEHIND F LAE'G WOOD "FRAMING - OR 2X BUCK BY 07HERS 1 /2" t4l;.. EDGE DISIANCE 1 i/ ° biltJ T EV4EDME+IT 1/4' MAX. _j SHIM SPACE �;'}I RIGID FILLER II �— #10 V400D SCREW INTERIOR Vc-TAI- 57RUCTURE 3Y C"HERS. BACK^ ROD k APPROVED SEALANT i3f.HIND FLANGE # 10 WOOD SCREW EXTERIOR RIGID rFILLER 4' m1AX. BACKER RCD r S 1V SPACE APPROVED SEALANT 1 1/4" WN. METAL-, EMEEDME 1T STRJCTURE �,A`f --I-By OTHERS 1 /2 MIN c_1G: DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i=/15W:.S R—r--- MCRIPTAII A I REVISED !NSTALI_A1t014 DE7AILSY G5/i2/ti R,L. 1 1/4" VIN. 1/4" MAX, EMBEDMENT ! I SHIM SPACE WOOD FRAVik � I y OR 2X UCK —' R:GIL: F r _EfR By OTHERS \ / p 1-INTERIOR t? 10 w-OOD SCREev U It1> _.._.....__....._._. _I .. _ El'+: E .)1 :TANGS _ 1/4" MAX. B ( SItw SPACE RIGID FILLER �— # 10 SIAS OR SE_F DRILLING SCREIII INTERIOR ,'J10 SMS OR SELF DP,I'-L'NG SC:IiEVV , '2" M'IAI�N.CELl / III I-I:CI EDGE D!S�,1Wtr itrit. L EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION_ DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHI0.1 5°.4CE RIGID FftLEk # 1 D sms OR 1 RIGID Ff_LER SELF 07IL_ING 1 / INTERIOR Z I f _ '+/4" MAX. SCRE'SS \� ✓�i r 011 ,- L sr.IM SPACE � EDGE 3I { 1 DISTANCE I fl U 3/4" MIN r EXTERIOR EDGE DISTANCE ` VERTICAL CROSS SECTION METAL BACKER ROD ; METAL STRUCTURE INSTALLATION STRUCTURE APPROVED SEALANT BEHIND FLANGE W, 0I-17RS - JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0511312015 MI WINDOWS AND DOORS 650 W. MARKET STREET GRATZ, PA 17030 ,\\\s'11�1ililC) ��`,� • ' �y �i/ J v•'��GENS�, J, 51 . *� 185 ALUMINUM FIXED WINDOW FLANGE FRAME IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLER ^A • &&STATE OF ttl O��n Y//7VS�ONAIIE��`� DRAWN; D'..:G NU. REV A SCALE08'01613 NTS DATE 06/04/12 9 OF 10 0 CONCREIE/VIASONRY By OTHERS OPTIONAL 1X BUCK SEE NOTES 3 -- 7 SHEET 1 +y.CY,_R ROD & APPROVED SEAU+NT EXTERIOR BACKER ROD -� & APPROVED SEA:.ANT \ OPTICNA' IX BUCK SEE NOTE 3 - 7 -\\ SHEET 1 CONIC RETE/MASCNRY BY OTHERS 2 ./2" WN. EDGE DISTANCE NO �1 114" IJAX. ,HIM SPACE - FaGtD FILLER 3/16" TAPCON INTERIOR 3/1C 7APCON T RIGID Fi-_ER 1/4` MAX. SHIM SPACE . /;,. < < T EMBEC>•.4ENENi 2 1/2." MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOADANCE WITH ASTM E2112 ItEb;SAr:S __ iIt ,i:y DeSCF.IATIDII -_—I C4iE t.PPP.OVED I-� RE'ASED INSTA•_IATION C`ETA, S IL.-03I1<"/15 E F.L. 1-MIN. E:A0�D MENT CONCRETE/MASONRY - BY OTHERS tl• _ 1/4" MAX SKIM SPACE OPT:ONAI. IX SUCK SEE NCTES 3 - 7 SHEET 1 - RIGID =11-1-ER 3/15' rAPCol, INTERIOR -r-- ��1ricaUi+ln 1 1 2 t1_" MIN. •v 9 11r 11.. �— EDGE DISTANCE 4� EXTERIOR BACK R ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 051131.9015 MI WINDOWS AND DOORS S1R�IL()/ /i/ 550 W, MARKET STREET GRATZ, PA 17030 `�v,•�NOENS� Sii mr0 51 k� 185 ALUMINUM FIXED WINDOW*' FLANGE FRAME IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLER =.0�:�//"�I%�y�(�J�'` "90 , STAT F 0° �;4ORIDP••\�� alv VL 08-01 513 A isS10f�AL 77111 f 111111\\ a4"- SHEe.1 scar. NTS 06/04/12 10 OF 10 p 12 O.C. Max. 3-- � Anchors See Details a'*"CLEARA (ALL FOUR SID ^I 12" O.C. Mo ELEVATBON X. 3 Fl. BY 3/8" MIN. EDGE DISTANCE Extvbr 14- 3/8' MIN.JT--i EDGE DISTANCE 96' 'NAIL FIN' IS A GENERIC TERM WHICH MEANS MOUNTING FLANGE'. (NOT TO BE CONFUSED WITH '1/2' FRONT B6 X 1-5/8- SCREW (SHOWN WITH I' SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD. SHEATHING JAMU ®EI'AlL REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 5/20/15 F.A. Notes: HEAD DETAIL 1. Installation depicted based off of structural test report -� •-,� ��n A B5395.01-109-47. ZE HEADER AS NEEDED 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and CAULK UNDER NAILING dimensional requirements. FIN ENTIRE PERIMETER BEFORE FASTENING. 3. Wood buck installations are assumed 2x S-P-F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. S. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. DRYWALL 7. Installation shown is that of the lest window for the size shown and the —v design pressure claimed. For window ry, X 1-5/e' SCREW sizes smaller than shown, locate jamb (SHOWN WITH J" SHEATHING) fasteners 3" from corners and no more MUST ACHIEVE 1-1/4" PENETRATION INTO STUD. than 12" on center. Locate head/sill fasteners 3" from corners and no more SILL DETAIL of 12" on center. Design pressures of smaller window sizes are limited to that of the test window. FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +55 / -55 MISSLE LEVEL D AND WINOZONE 3 [SEE TEST REPORTS FOR INDIVIDUAL UNIT = AND APPLICABLE DESIGN PRESSURE LI1YlITATI01 ■ ® D1e . C . 02/15/10 v INSTALLATION NlBTRUCTIONS FIN oea� DAM PROW" •". rW, 186/3185 Speciarplty Main Frame Fixed NONE 1 Cr - Windows & Doors =NO. ay. Gratz, PA 185/3185 SP FIN A .Page 1 of 3 Florida Building Code Online Y 3 Aunraw T .� BOS Home Log In User Registratlon Hot Topks rnmMINIV Submit SurchBrg Facts Publications FBC Staff BC15 Site Map Links Search vl Product Approval ai4a' USER: Public Use r -ice Ann 7F±+nt, > PmduR or Acclkaiion Srarctr. > [.Rotication Li _t > Application Detail FL # FL17499-Rl i x n Application Type Revision _ Code Version 2014 Application Status I 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By I MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com I I Brent Sitlinger bsitlinger@miwd.com Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved http://floridabuilding.org/pr/pr_app_ Windows Single Hung Certification Mark or Listing I I Americalln Architectural Manufacturers Association Steven M. tlrich, PE Validation Checklist - Hardcopy Received Standaid AAMA 506 AAMA/W�DMA/CSA 101/I.S.2/A440 Method 1 Option A 07/19/2016 Year 2008 2008 08/05/2016 08/0512016 FT IF rnpy / tCUGgvj Qiz6BPhSOG... 9/7/2016 V/ Florida Building Code Online I Page 2 of 3 FL # i Model, Number or Name I Description 17499.1 185 SH I 52x72 Fin/Flange Frame IG/SG impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL}74 ? R3_C f'AC. 1,11 wif douf SYy_ d Frn) Ir,ioact Approved for use outside HVHZ: Yes -) pd( F_L17499 R1 C. CAC SH_�f'tn� lm,��" [ Impact Resistant: Yes _S'II_,yvindniaS_._1L�5 Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to e FL17499 Rl C CAC 15T 'v'lindcu+sue i8 1-1 Flnngef ]m Vdk bedded in Pecora 896 sealant. I f?1:`�df EL1749.). Rl C CAC M1 'f'inrlows - 185 SH (Flan () Itil2ar' Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL 17499 al II Q8--0%S44A_Pf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL.,249_9,,_R? AE � 1,j uA.lxif Created by Independent Third Party: Yes 17499.2 185 SH I 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1749) Rl C CAC APC(13362)E1725.01-109-47-R0 185 avaiver -87G_i�8A 52 1 8X84 R60(100978).nrlf FLG �_..—__._. Sti L Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI V4]ndoWs - 185 5t1 (Fin) f 10).L_df i /49�: R1 AC.: E4I_'dif dCl'.'G 5-SH_j_t'iri _i7)•prtP .) —� �-- — �° =°— � Design Pressure: +60/-60 Other: R-PG55 I F117409 RI C CAC MT WindoWa - 185 SH fFlanOe) (9).odf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 Ri II OS-02,t4(�R.Ldf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL17499 R1 AE 5's_ _ 2 aA ft f Created by Independent Third Party: Yes i 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes, I Impact Resistant: Yes I C GEC t4lindoW_ 1_8a_4H iFin :1> c�5) FL17499V' _F QoESe Ralf Ft=J4_ ;i RI C ( At: M! lhJind;;rvs 185 Sli (;=I a Irr P— Design Pressure: +55/-55 Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. I(3).orl � rL17 3'� 121_C -CAC tdT tfJindow. - lS:; Sl-! 'Ff� 400e)_.]rt".trqc,l (J:iai ii i Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17409 R1 TIC Oi5=1S A,1f Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17499.4 185 SH I 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL.1.74 u Rl C t_AC_APC(133 E272v' 1' 109 47-R0 If95 Approved for use outside HVHZ: Yes Impact Resistant: No I S_df EL174 Ri C f 6.0 kiI tNtE5 SH i[ir) (Ii}.� (j Design Pressure: +60/-60 FLI?4j1 C._s,AC fi�l'�Jjnuow_s ,_85 SH IFin) flll p0f (L1%499 Ri f fit: NJ] t�dincpwc la5 (_Flan�.j Other: R-PG60 -H Quality Assurance Contract Expiration Date 10/08/2018 Instructions IInstallation FL17429 Rl I1 08-02549A.12df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1.7'be� R.1 s:E.._51332'A.ncif Created by Independent Third Party: Yes 17499.5 1185 SH littp://floridabui ldi ng. org/pr/pr_app_dtl . l36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Karam=wGEVXQwtDgtCUGgvj Qiz6BPhSOG... 9/7/2016 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No ' Approved for use outside HVHZ: Yes I impact Resistant: No Design Pressure: +60/ 60 II other: R-PG60' I I �I Certification Agency Certificate F1:1749 R -�--� C CAC AP({133631E11 �.G1 1On_47_RC �tS `-( (GL = waivPr}.rL FL1749? R ii C lC ljl 4J1ndows - 19.5 SH (rmL 13 Lt 7.399 R1 C CAC !_1i Ylindot.5 1.3_`, Sfi Fill_ 14 Lc1f FL.174S9 R1 C CAC (d} Windova - :18 S} 1 (Flznct j, �:r^�tr Quality Assurance Contract Expiration Date 10/17/2038 Installation Instructions �L17 93 R1 tI 08-02550A.Ddi Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EU7499 Ri AE `y z32SA�OcC I Created by Independent Third Party: Yes I 17499.E 185 Triple SH I 111x7Z Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use I I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +501-50 I I other: R-PG50* Certification Agency Certificate FL17,i92 R1 C SAC ylIyfin�igyja2 S.y r -ilL CF (3). df F!, 7�?'S R1 L Cfi.(: 11 r'4}ndclt:•s - 185 SH Trioie (Fir.) L4) rn ` F1_17499 R1 CwC C L,7 41rlrriows - 38`i SF' Tri.7P tFian�_� rsdf 117^9a R1 C C - } ::Jssii S_ Tr}r,l,� iF;anoe_ C41_-f( Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions F 74cc RI. Il OEt_'>543A.U(}f Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports li FLi7=99 R1 �E 5133.2g1_[df Created by Independent Third Party: Yes I 17499.7 185 Twin SH I 10602 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 Certification Agency Certificate F(_IZ!i R1 C CAC !�!1 pjindao-vs - 185_SLH Twin(Fin (3 I%d( R-17499 R CC CAC Pii ttiandcr.s._:_tfl5 .`h Tw n Fin j41.r2ei F1 17,199 R i C CAC 1,11 irdindows -?_zE 5 SH T1s. f .{FlannP.} FLI74)P P, i (: i=ACIi7 Alindov.*5 - 185 SH T,yin (F! lnael. Quality Assurance Contract Expiration Date 10/20/2016 Installation Instructions FL17499 R1 11 0S D?4+7A.odI Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports F}..17499 (31 AE 5i3:=1 A.ndr Created by Independent Third Party: Yes iisck I tYert I I Qo M(tSLa :: 2601 Blalr Stony Goad Tani haSsee FL 37ZM Phone: B:rjZ4B7-102A I� The State of Florida Is an AA/EEO employer. Co vrie11C,2007-2013 Sate of Florida :: Privacy S1111emerrt :: Aj=5:jbllijU c atcment :: Refund aiitrment Under Florida law, email addresses are public records. If you do not want yourlp-mail address released In response to a public -records request do not send electronic mail to this entity. instead, contact the office by phone or by traditional man. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for, official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here Pr�oduuct A�ppr�oval Accepts: 1'Ed (. edl; IGaid Safe I II http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtCUGgvj Qiz6BPhSOG... 9/7)'2016 II I E 2 3% 16„ I T___ 13f 16 uJ FLANGE FRAME HEAD CM-185D1 ALUMINUM 6063-T5.050' THICK / 16" --j 3 3/8.'LJIL., 1[J FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THICK LOCK RAIL/STILE CM-18505 ALUMINUM 6063-T5.062" THICK 1 /$" a I� r GLAZING BEAD CM-16535 RfGID PVC .050- THICK _ 1 7/8" 31 1� 2 / FLANGE FRAME JAMB CM-16503 ALUMINUM 6063-T5.050" THICK 2 3/ 16" FINLESS FRAME HEAD CM-16553 ALUMINUM 6063-TS .050' THICK 2 3/13" 7 FINLESS FRAME JAMB CM-18513 ALUMINUM 6062-T5.050' THICK �Y-2 Sfi. --, J 3/ t o I 2 i3flb" , 3 3, if ( k� FINLESS FRAME SILL 1 CM-18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 606345.055"THICK CM-18509 CM-18508 ALUMINUM 6063-T5.055" THICK ALUMINUM. 6063-T5.050' THICK 7/16" 2 5f 15" 2 3 f8" 1 -- - -- I�-- 2,. . / LG SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-18555 - CM-18504 CM-78510 ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.055' THICK ALUMINUM 6063. T5.050' THICK R Y&ONS DESCRIPTI... DAT ?ROVED REVISED ANCHOR SPACING & CliARTS��7j1i/15 IR.L. 1/8" ANN. - I I 1/8" ANN,1L 1/8" ANN. �{ .090 PVB BY KURARAY �I METAL REINFORCED II BUTYL SPACER EXTERIOR i_ INTERIOR 1/2 EITEj?,�.- SILICONE ,I SEALANT SETTIIJi3LOC'R I GLAZING DETAIL A 3/E„ 1/8" ANN -T OCO PVB 3Y KU2ARA,' EXTERIOR INTERIOR 1,2" SEALArJ': SETTING FLOCK - GLAZING DETAIL B 7/16" hAl WINDOWS AND DOORS } 650 WEST MARKET STREET GLAZING BEAD SASH STILE GRATZ, PA 17030-0370 CM-18521 CM-18507 SERIES 185 ALUMINUM SINGLE HUNG WINDOW RIGID PVC.050'THICK ALUMINUM 6063- T5.050' THICK 52"X72"- LMI COMPONENTS DRI N: L'fw :J.. N.G. OB-02544 `CALE NTS IWE 12/09/14 sNEE19 OF 9 SIGNED: 0711212016 • i 14" kmw ge WOOD SC. RFw 7/ 1 E" 14 EDGE DIST.Ar rroaD "RAW,ING 3" OTi---RS _ 1/4'• VAX. SHIM SPACE WOOD FRAMING _ I 1/4" VAX BY OTHERS \ _ SHIM SPADE �BCRWTON DATE TPPCCYiS REVISED ANChOR SPACING & CNA.RIS INTERIOR ci,'It - �I MIN. ' EXTERIOR iL �J EMSEDraEri / I;--� _ rl ___ J v L ul, INTERIOR EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION �l _ Y _ 1/4- MAX NOTES: •';( ___I_ SHIM SPACE 1. INTERIOR AND EXTERIOR F'INISHES.BYOTHERS, — NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE -i pH1U DESIGNED IN ACCORDANCE WITH ASTM E2112 ?/ I B" MIN '� d EDGE DiSTANCE C '8 WOOD — II v:00i: SIGNED: 0711212016 SCREV = RA01,)G 1111 IEM E4ME T BY 0 -FR MI WINDOWS AND DOORS \\\0 111111111/1//�/ 650 WEST MARKET STREET \J\, VERTICAL CROSS SECTION GRATZ, PA 17030-0370 ` r••��G E wSF ,tP �i WOOD FRAMING OR?XBUCK INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW=�OyB}�51�' •'�� 52"X72"— LMI ((��f'kk€ lmr e+• _ FIN INSTALLATION DETAILS pO,• TAT OF ck:z eTso 7 R� i�T •'cl0R10Q:• N.G. 08-02544 A /NAiS��G\ s-AI& NTS ID -Al' 12/09/ 14 sncc: 8 OF 9 2 1 /2" MIN, EDGE DISTANCE CONCRETE/MASONRY d OPTIONALL 1X BUCK 1 " A,BEOIV. ENr 1/4" MAX. BACKER ROD --''' •— SFIIN, SPACE & AP^ROvc!1D �' t \ 5EALAn' 1 1/4" MIiV. EPri E''-MAENT CONCR=TE/MOTH AS"'N,RY \ BY ERS 3/16" IA -CON 3/16" TAPCCN i( n �Ln N t 2 EXTERIOR INTERIOR 1 /2., I EDGE L CIS;ANCE SILL 'fO BE SET ;IY ! IN .A BED OF BACKER ROD ` f APPROVED & APPROVED STRUCTURAL SEALANT / SEALANT 3iv15ONS orsc�:a'ron• Aar_ aar�ovm REVISEi' ANICIiOR SPACING & CHARTS 07/' 1/2016 R.L. I % OPTIONAL -NIX B S SEE NOT7ES 3 - 7 SHEET i 9 r 1/4" MAX. SHIM SPACE fl. INTERIOR _1 EXTERIOR \ BACKER ROD & A?FROVED -SEALANT JAMB INSTALLATION DETAIL CONCRETEWASONRY INSTALLATION r'NOTES' OPTIONAL 1X BUCK 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, a_E NOTE 3 - 7 SHIM SPACE NOT SHOWN FOR CLARITY. SF?ELT \ 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE i DESIGNED IN ACCORDANCE WITH ASLN E2 f 12 CONCRETE/rsASONRY SIGNED:0711212016 BY OTHERS ° � °c \ till WINDOWS AND DOORS 650 WEST MARKET STREET \\\J\�; 419�i GRATZ, PA 17030-0370 SERIES 155 ALUMINUM SINGLE HUNG WINDOW =sY: �10, 6�OF 52"X72"- LMI{ir�(X�FINLESS INSTALLATION DETAILSTATt�r� VERTICAL CROSS SECTION �'�FS [ORIOQ:•G�� ce>vN: NnG?nrr. cscrso, OB 502-544 ary A CONCRETEVASONRY INSTALLATION ////'%NAj1�0\\�\ NTS 12/09/14 7 OF 9 _ i/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD MAX. f & APPRCVED �S SEALANT L IIn1 SPACE I \ { 'i \`- y10 wow SCREW I INTERIOR EXTERIOR BACKER ROD & APPRCVED SEALANT WOOD FRAMING Up 2X BUCK BY OTHERS METAL STRUCTURE ?Y ;:'ihERS APPROVED SEALANT 3 4" MIN EDGE MST.ANCE 1/4" VAX. S"'IM SPACE #10 sms OR EXTERIOR , SELF DRILLING, SCRE01 INTERIOR TO BE S_T see--OF— ROVED )CTURAL .ANT BACKER ROC 14" MAX. & APPROVEC IM SPACE SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY (",HERS kEVISIDNS R•Y DESMPTiON DATE I A REVISED ANCHOR SPICING' 3, CHAP.1-, 07/1 1/ 1 1/4" MIN. I— 1/4" MAX. EM.DEDMENT SHIM SPACE ' INTERIOR WIN EDGE '-STANC c SCREW I EXTERIOR WOOD FRAMING OR 2X BUCK BACKER ROD BY DTHER,S & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING 09 2X BUCK INSTALLI TON MAX. --� SHIM SPACE 110 sMs oR INTERIOR { SELF DRILLING VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SCRE`NS - /4, I l- -- ---- SILL 0 BE- SET MIN. v.I —� 114 A BED OF EDGE APPROVED DISTANCE �'=� EXTERIOR STRuC rURAL 1 S EA ANT V METAL —'Zr BACKER ROD 1/4" MAX. YOTHERS STRUCTURE& .APPROVED Si SHIM 'ACE BY TI,ERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION A=PROVED R.L. _— SIGNED: 0711212016 Mj650WINDOWS DOORS MA KED GRATZ, PA 17030-0370 = �,•y�CENS41 = SERIES 185 ALUMINUM SINGLE HUNG WINDOW LMl 5N =FINLESS X-T?Aty0F INSTALLATION DETAILS TALLA 'qOO• ` OrcreVN; )'YG N0. REV N.G. 08-02544 A NTc UA7E 12/09/14 .6 OF 9 2 1/ 2" MIN. N', ANCE CONCRETE/VASONRY- B" OTHERS a I� _ c a 1 n 6 OP IONAL IX BUCK -_ c a n 1 1/4" VIN. SEE NOTES 3 �I __......_�� I I 1 /4' MAX. � ..1 BACY.ER R00 -� rr + _� SHIM SPACE ;; RCVEC Ii c III �. SEA!f,Nl' I��k 3/16" TAPCON [c —_till EXTERIOR II ` 4� INTERIOR II it'll SILL TO BE SET IN: A B_0 OF BACKER ROD - APPROVED x• APPROVED I / STRUCTURA_ SEALANT L I SrAI-AN' OPTIONAL '.X BUCK L" MAX. SEE NOTE 3 - 7 S,4.. M SPACc CONCPET C/MIASONKY �� B. 0"thERS ` ^ c a G a - X VERTICAL CROSS SECTION CONCRETElIvIASONRY INSTALLATION 3Et1StDn5 DESCRIPTION, DA1E no�iCv'c0 REYIS_C ANCHOR-PAO.Ni, 3 CNPF115 C7,!i;/2016 P.L. � E`ABEONIE:' C CN Rr.'IE MASONR'r ( _ 1/4" .U. -I SNi SACE t' OT ERS �('o'-; - I` v I l' 3/16" 'TA?CON -� o � INTERIOR r 2 MIN. I 1 -7 Dts rANC L � EXTERIOR �• BACKER ROD & APPROVED OPTIONAL iX BUCK -I _ SEALiN-I - — - -SEE N07ES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 07112/2016 MI WINDOWS AND DOORS 011��i� 650 WEST MARKET STREET �\�J\5. • GRATZ, PA 17030-0370•LNG E SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*3 Io,61261 *=_ 52"X72"- LMI :J11 (fir OF FLANGE INSTALLATION DETAILS O, TAT DROWN: w NC. NEV %'OAS r 4 0 0P aG\�\ A 'YY7S�ONAj\I\\ � OB $025540F sCA:E NTS DATE 12/09/14 9 WOOD FRAMING OR 2X BUC', BY OTHERS BACKER ROD & Al ROVED SEALANT EXTERIOR BACKER ROD 9c A?PROVED SEALANT i_._= WOOD FRAMING OR 2X SUCK \ BY OTHERS ,/2" MIN EDGE DISTANCE i 1/4" '.TAX. —1 SHIM SPACE y10 WOOD SCRENi METAL STRUCTURE y1" OTHERS APPROVED SEALANT INTERIOR EXTERIOR SILL TO 8E SET / IN A BED j PROVED STRUCTURAL SEALANT / '/4" MAY,. BACCER ROD SHIM SPACE & APPROVED SEALAN rgETF STRUCTUR 3Y OTHEF VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 I3/4" M N "OGE DISTANCE 1/4" Vk. S � tiHi+A. SPACE i #10 SMS OR SELF DRILLNIG SCREtt' VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVSI�NS —r 1 kEV DESCPoPTiOk DATE A --ROVED 107/:1/201E Am V i REVSED MCHCR SPAGNG d: CFUIRTS R.L. 1 1/4" UXI. _ 1/4" MAX. SHIM, SPACE EMBEDMENT / 2" INTERIOR M qd EDGE DISTANCE Is = III . J 5CRE%V {{CC - ----- ri'C00 FRAMING OR 2X BUCK EXTERIOR ROD BY 01.1-06 BACKER lFPRO �^ & VWv SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I"/4" MAX. INTERIOR }� SmIM SPACE f,D SMS OR INTERIOR SELF DRILLING SCREWS \ _� 3/4"�—`�tlUfA SILL TO BE cL7 IN A BED OF EDGE DISTANCE IF APPROVED T_ — STRUCTURAL EXTERIOR 5`N T h:1ETAL — STRUCTURE SACKER ROO 1/4" MAX. BY OTHERS & APPROVED SNtM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED, 0711212016 M1WMR ET DOORS 650ESTA GRATZ, PA 17030-0370 41 ti �,,•�\GENS� J�s SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X72"- LMI FLANGE INSTALLATION DETAILS i�'��+5 °[OR10P G�A�� c<Ay'N ou: a REV N.G. 08-0254SHEET A 111fli 1�a\��\ '4 7A'E NTS nnrE 12/09/14 OF 9 _.R1'!5!Ovi — 52' MAX FRAME WIDTH ---- 52" MAX FPAME WIDTH —"'I FA ?EASED ANCHOa 5?ACING L: CHARTS 107/11/762.L._ L MAX 10" 2" MAX 2" MAX 10` _ - 2" 'MAX-- hLA.X O.C. S MAX O.C. _ ------------------------------- 10" M� A;; 10" �iTAX D.C. I i! O.C. CHART#2 72'. i 7z" _.. _.... MAX -- MAX Number of anchor loeellans re ulred FRAME FF1,ME Frame Frame Width (in) HEIGHT / I' HEIGHI 1 / i Height 16.00 24.00 30.00 36.00 A2.00 48.00 52, DO (in) H& S Jamb H B S Jamb H d 5 Jamb H& S Jamb H 8 S Jamb H 8 S Jamb H 8 S Jamb L,lul,� 24.00 3 3 3 3 4 3 5 3 5 3 6 3 3 30.00 3 4 3 A 4 -0 5 A 5 A 6 4 6 4 30.00 3 5 3 5 A 5 5 5 5 5 6 5 6 5 :I 4Z00 3 ! 5 3 5 A 5 5 5 5 5 B 5 6 5 46.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 .00 3 6 603 6 4 6 5 6 5 6 7 6 6 6 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 1 i 1 2F?.�liY 66.00 3 b 3 B 4 72.00 3 6 3 8 4 1 8 1 5 1 6 I 5 1 B 6 6 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG. -WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 22 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART k2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGNPRESSURE RATING - IMPACT RATING - - - - - ±55.OPSF LARGE hUSSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 NOTES: 1. MA.XIMUV. SASH SIZE: 51" X 36". 2. VA.XIV.UNt SASH D.L.O.: 47 5/8" X 32 i/ 2". 3. mAXiviUM FIXED D.L.O.: 49 3/8" X 32 1/2". HAHU WARt! bLMWE EEP LOCK AT 8" FROM EACH EI D TACKLE BALANCE AT JAMBS SIGNED: 0711212016 M650WINDOWS D �R.... WEST MARKET STREET GRATZ, PA 17030-0370 `\\\\J\5 = v,•v\0+ NS�',c!' �f *• 0 61*_ SERIES 185 ALUMINUM SINGLE HUNG WINDOW LMI 52" ELEVATIONS ION FIN ELEVATIONS p ` �Q,• TAT OF �ty� CRA'aN: RA OS-02544 S;�COR10��• ��//iI�NAt. 1�\\ Sv. [ OAR: ;HEEi 3 OF 9 NTS 12/09/14 -- 52" t/.,AX --RANI--- ` iDIH I 52" MA\ FRAME WIDTH 2" MAX -^� 16" MAX O.C. — 2" MAX 2" MAX j— 16" MAX O.C. �^ 2" MAY. I � I I I L f I / / iI oMAXO / MAX I� / :I / O.C. �/ i O. .._...� r 72' i a � 72" �- I MAX VAX .. FR.41.1E r1 - FRAM f /l �I 1EIGrl _ HEIGHT .� 185 ALUMINUM SINGLE HUNG_ WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR Vl9W DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE S FINLESS INSTALLATION SEE CHART kI FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART :I FOR SMALLER U14ITS REQUIRED ANCHORS DESIGNPRESSURE.RATING-I IMPACT -RATING - - - - - - - - - - - -- - LARGE t55.OPSF MISSILE IMPACT MISSILELEVELD, WIND ZONES NOTES: 1. MAXIMUM SASH SIZE: 51" X 35". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. M4.XIt.tUh1 "IXED D.L.O.: 49 3/8" X 32 '/2". METAL SWEEP LOCK AT 8" FROM EACH END BLOCK AND TACKLE BALANCE AT JAMBS FEwSA�S -V DESCkaTlDrl �•. 7A7E APPROVED .. I R..IISED ANCh108 SPACING k CNhZiS 07/11/16-�P..L.^ l`LIA OT Jai Number of anchor Iooadons inquired From. I me Width(in1 Height 18.00 1 24.00 30.00 1 36.00 420D I 48.00 52.00 (in) Head Jamb Head Jamb Hand I Jamb Hand I Jamb Head I Jamb Head I Jamb Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 4&.00 2 4 3 4 3 4 3. 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 7200 2 6 3 6 3 6 3 6 1 4 6 4 1 6 1 4 1 6 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-037D SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X72"- LMI FLANGE & FINLESS ELEVATIONS DRAWN: D'NO no. Rc^! N.G. 08-02544 A SME NTS I DA" 12/09/14 1 SHEEi2 OF 9 SIGNED: 0711212016 R1111o��i'/ 9Lit oo' STATE �` r�s F�ORI�P•G�t•`� S�0NALIE\�� 0 .7 —N HEREIN IS DI:_ -'.ED AN" MAI4,,FAC'U`Z-_D 'I') COVP-l' "WITH f0l,OING :;CDE - �� wl -,j , �.) 2. 'AlOOD tl N R y 'D sE ilVD A I", c P, 11) R L L'. AIA 1-04DIS S-RUCTORF, FRAMING AND WASniRy OPENIM: IS RESPOVSc JJY OF i=E ARCr ILM OR UNG NEER 0" RECORD. 3, 1X 9LJCK OVER VASONRY/C;)NCR - z.; 01111"IAL. M OR b,,CK 'S LiSS lHAN 1-'/2" N S FiRO-C IH_ IK ACCC,K 1-1:3E Vi I- VANUI'ACfR1P`_ ]ED. H; ' . IqSfA_.L.Tl,)r, NS-RUCTIONS. ANCnCiRS 53-Al. BE SECURE.-Y FA'-'T!.-.LEG m_,.SCxRY, OR Q7Ef? STpij-LjRl' 5,1,13STRAT 14ATER -L. C b 5. 'w"ERE: BJCK 15 1-11/2" Or, GREi%7E'R. S-i�,LL BE SEC: ,ELY �ASTENED "C MASO-MRY. ',ONCKFTE OR C7H,_'= STRJCTUAL SL?S7RAT--. VlMl -V-i uNiTS, WiAf AH__'l FPAlIC 70 WOO,:; BUCK IN ACl;CDA.,ICE VAT Ix i3licK Is lll�lr U-SED DSSIVII.Alf -'VATERIALS VUS! BE SH-PARATEr, AP-H,'CVl,1) 1-,AT ir-IC, CR WEMB-IANE. SELECTION OF C,3A7%,G OR VEMDRAI-JE Is ---E :-NIGIN;:-.H f,F RECORD. _iE7 Y, -ERIDR FACE SC TIIA7 FLLL 7R-ME SiPPORT ;S 3-CKS Sik-L --yTEND -- CI�D 'NINDOW 1\ PROviHC. S. Fllfl !\STAULA�ON SHIV AS N-MM0. FOR 'RAMS SI"M AS Rf.QUIRED AT ANCr-DR LCCkT!ON _JAG KARIN(,' S''Pvl. SHIM Vil-7-RE SPACE OF 1/16" 03, 0Cf"JiRS. IJAXHUM AU_C)%,A2!LE S^d. STACK. TO [,E !/!I". 9. -IMS S-A�L BE. LCVVED, A"PLE-D A,\--, VADL "HOM hIA ERIA.-S AND frW',KNES�-, (;A,AB_E S S_STAIr„N-, AP�l CABJ ;,OAD'Sz Ijo Cl U-1 11, 'A' C� _1.F-,AT!_', �ACIOR VAS MR %0CA) 0 % S. i 1. rRAM17 -,IA7MAX7TR�U)F.-_P G•D - PVC. N,-s MUST BE GLA7; PrR .S'lM - 0-DE.41! S. P4PAC_CFIV_ SYS'EMIj_LQT. MR 1 115 PIRC DjCT !I,,- V; IAL) _oRNE DEB 4. ANCHORING TFR',,'(jGH ' �';N INTO *COD RAVING OR USE #8 SL.MCIEN" UNGIII.70 ACHF_V_7 A 1 1/4" MINIMUM INTO SUL-S:RAI[- LOCATE ANCHORS AS SI-OVJlN IM E-EVATIONS AND INSTALiAlION DETAK-S. REVISKUls Dr.3l%X:;'!-0l i D.47E I API�(Al D SPAU'lC & CHARTS 1 -)7/ 11 ' / I fi. I R.L. , 'NCO, � 15. rOR IJACHO-�ING 1-iRCUGH `RAVE !N110 V,`)OD fFV.%ING, 0� 2X USE, SLJ-rCEN*I' LEN..7- T-_. ACHIE;-[ A 1 11/4" h'V:k4L;I,' Ei,*EDVENT !`, 0 I " 4S ST -1•- DE-, ,L-E�STRAT--. �CCCA'r_ ANC-C R5 AS iA ELEVAT-1 . AN'.) INI iALLATI_-, i iROJOI-I 7 INTO US_ 3/1'6" P,,-CN!: ttTH stA NCOH �'-_ ACIKV:_ A 1'/4" %INlljlUM T IAr3FOVEN' iNITO , 1g7. RAJ°7H 1 /2" MIN',li-V [D-OIC r,'S i.liCL, LUCATF ANCHC:6 Sr-O*N IN ELEVA.-IONS, ANG ,NSTAJ_.l,JIO\ 17. zCR llRlAl.,,- jqn3 _S1 #If! SIAS 07' SELF SUf F CiEHF TO AC, EYE -4 .EADS V NVIIJIM. BEY11- STRI CTU RE 0. A7C ANCH*,)?S Aa SHO'WN N AND il.z; TlA.uAT ON DETM-S. 8. A_., FAS-ENMS TO DE CCRROS!Oi,. R,-SISTA,t-. zr,1511, LED N ACSORDIANCE ANC"IOR W�TA_LAJION ANCHORS SLIAL.. H - - MAN_FAC)',R'_-fl,S INsI.AL'_ATlON X111- ANA_iHcS SHALL NUT BE 44 SUCK:TRATFS- .WTH LSS THAN THE ST-RENG7" SP�' y C;RA . %�j OE G=v.4 B N R E: 3 ,11111,10\1 CP RES' .3!-,r STrZENICTI, Or 2.- J0,1 psi. C,Ar CIN P Y: OL11_1%',/F I-L_! E!_CCX DER A-STV C'90 WIT.- F'.r.=2XJOPSI M N11AU6.!. D. t1 -7N -UR=: 57171 CR .046" 'HICK MM- iM1A I OF CON-ENTS III S-�E_Ei NO. D FS C P, 1 P I C- N 140TES 2 3 ELEVA7, OPS 5 8 INSM__A7101f)[TAR.S 9 GI.ASS DETAH.-S SIGNED: 0711212016 MI WINDOWS AND DOORS vk to C50 WEST MARKET STREET GRATZ, PA 17030-0370 0 51 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X72"- I-Ml NOTES -0 TAT OF 0 RVA N.G. 08-02544 ONAL NV' IM 111ION \ ILE NTS I�ATI 12/09/14 1 �`rr_ I OF 9