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HomeMy WebLinkAboutEngineering c = m ENGINEERING CIVIL • STRUCTURAL • MARINE PROJECT: HUTCHINSON ISLAND CLUB - UNIT 506 COMMERCIAL WINDOW INSTALL WIND PRESSURE THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE STRUCTURAL DESIGN CRITERIA: BUILDING&EXISING;7T"EDITION;2020,ASCE 7-16&ASD MEAN ROOF HEIGHT 130' WIND VELOCITY 165 MPH; ULTIMATE WIND SPEED WIND VELOCITY 128 MPH;NOMINAL WIND SPEED EXPOSURE "D;" ENCLOSED DESIGN Qz 88 PSF Kd .85 Kz 1.48 REDUCTION FACTOR 0.6 ROOF SLOPE FLAT INTERNAL PRESSURE COEFFICIENT[RISK CATEGORY I[] +/-0.18 OCCUPANCY REDISENTIAL R-2 CONSTRUCTION TYPE II A \�. 5� 1 WINDOW TO BE INSTALLED PER PRODUCT APPROVAL = V: No:76910' GENERAL COMPONENTS AND CLADDING NOTES: ZONE 4 AND+/-60 PSF PRESSURE DESIGN ,0 ' _ STATE-fl" CHARLES A. DARDEN JR./APR. 122021 FLORIDA REGISTERED PROFESSIONAL ENGINEER tt76010 'File COPY H U T C H I N S ® N ISLAND CLUB WINDOW REPLACEMENT XVIO 410N O CLUB-COT 506 WINDOW REPLACEMENT - UNIT 506 JENS PLEA OR R. 34 DR JET@1I SAADIT.R 34957 1 F Z csm® Z z ENGINEERING O CSM ENDINEERINY,LLC A IREr s --1 IT LIMIT 7 u � 994 TYPE-B TYPE-A TYPE-A E- _ ® m m ® D © m m ® ® AD DO, t m UNIT LOCATION a®RU��OeRI LOCATION MAP KEY- BUILDING FOOTPRINT NOT TO SCALE NOT TO SCALE GENERAL NOTES: BUILDING EXISTING NOTES: STRUCTURAL DESIGN CRITERIA: ow 1. THE CONTRACTOR SHALL VISIT THE SIZE BOOR TO OD AID BE AWARE OF ALL DOSTNC MEAN ROOF NEW TOO' 1. THE RDIECr WAS DSIOED IN ACCORDANCE WITH THE FdLOTONG CODES: CONDITIONS AND OITFARRDICES. MET LOAD ROD2020 TM EDION&AYE 7-16 I.I. rUMDA BURNNG CODE,BUILDING A,EYTSIUIG;T H EDITION;2020 AYE 7-16,ASD,A 2. THE CONMCTOR WALL CHECK CONDMON FOR FASTING WTRNG INSULATION AND NOTIFY THE WNS VELOCITY 165 MPH;U MATE WIND SPEW PERMIT SET ASC OWNER,ARCHITECT,OR ENGINEER OF ANY O&GFADUS COMAR ONS. WND VETO= 128 MPH;NOVINLL WIND SPEED 2. DRAWING NOTES: 1 THE CQNIRAIMM S TO COMPLETELY REMOVE AND DISPOSE OF ALL REVS AND OUT ARE SO EAYAURE V.ENCLOSED DESIGN 2.1. BEFORE ORDERVIG ANY MOMS OR DOING ART W K HE CONTRACTOR SHALL ROCKET ON THE PLATS WITH THE OWIEFS APPROVAL OT DB PS, 4-12-2021 VERIFY All WASUEMQAS TO PROPERTY SZE OR FIT THE tWYdC NO CGRA CHARGE 4. THE CONTRACTOR SHALL BEHELD RESPONSIBLE FOR HAVWG VISITED THE SITE AND PAWLS Kd Om OR COMPENSATOR %!L BE ALLOTTED BY THE OM RESUUM FROM THE FAIOLUOZED KMSE F WITH All EAS CODITONS. ANY DUESTLORS OR 06CREWPARLIFS KA 1.48 xa�4 N4�IA CONTRACTOR'S FAY-USE TO COMPLY WTIN TIUS SWISS". FOUND WITH REM 10 THE DMC RAWNGS SHALL,BE ANY TO DE ATTENTION OF THE REDUCTION FACTOR 0.6 2.1 OISO FANCIES SHALL BE BROUGHT TO THE AIEND7N OF THE ARCHITECT AKD BUILDING ENGNEER BEFORE 92MMM G A PROPOSAL FTDD MEAADE D3MG COWOOWIS ROOF SLOPE FIAT �IV< ENCDEFA BEFORE PROCEE D=WITH ANY WON(. PPWR TO FABRICATION OF ALL MATERIALS. INTERNAL PRESSURE COCFFKAO 4/-0.18 PER TARE 26.11-1 u tt 1 SECTORS AND OETAOS 5. ALL DIMENSIONS ON DONS AND DNAMONS SHWATHE MINDS SHALL BE FED RISK CAFGOR!O 1�' 7 11. ALL DEEMS.SECTIONS AM NOTES SENT! ARE ED DJ S ON THE DRASYMS ENTERO BE ADDED Elf THE CORITPACTOR OCCUPANCY RE59Q4ML R-2 A TYPICAL AND SHALL APPLY TO SYAAR SNATIDNS EISEW7ETE WOESS ORWASE U. IFRVERINS,DWNRDES,STENGTS OR SUES MUTED BY THE DRAWINGS OR CONSTRUCTION TYPE Vu mea wm TIED e_w SIOWN. SPECIFICATIONS ARE NOT INWUV.EM WTH THESE NDTES,THE BETTER Q 09, 4. SUOOT SDP ORAWO:GS AS fEDIME.ALL SUBMRTAIS SHALL LE OFOED POD SNMD BY QUALITY AD/M ISSUES WANRIY,SRUCID!OR SUE NONRATED,SPECIM GENERAL COMPONENTS AND CLADDING NOTES: 711E CFIERA,L CONTRACTOR AND9WLED AND SAID BY THE DDECAIFD IDII(AEEII BE OR HOTTED SH41 PROYDED A'D APPROVE)BY FOR R \0�VO S. IF ANY BUM OR OM69ONS APPEAR N THE DRAWING AID MEET DE DES CH PRESS TIES STATED BUM. 1f�-\\ THE CONTRACTOR SHALL NORM THE DOW-OF-RECORD IN WPoING OF SOOT MWON5 OR ERRORS PRIM TO PROCEEDING WIN ANY WORK WHICH APPEARS N DUESIION. TRBURRI' W70Ptl Tnxo ! ,� N THE EVENT THE CONTRACTORS FfdED 10 LOVE SUCH NOTICE,HE SM11 BE HELD DIMENSIONS: 20K AgA 119E P12 RESPONSIBLE FOR BE RESULTS O'ANY SUCH ERRORS OR 010S9dkS AND TIE COST OF I. N SHALL VERFY ALL USENS@5 IN JOB SITE WIN COMPLETE SET OF LATEST RECTIFYING Tiff SAME I)PATANGS NOTES AND ONENSOS SOUL S CEDED AND VENDED MTH ARODIECOGUl "°�" A INFORMATION MR THE LAYOUT AND DESIGN Or THESE PLANS WERE EIFRYCTED FROM A'D STRUL7IACL ORAJ'ANR.ANY OSCEPARCES N HONES OR IG9dON5 EVIL BE • u,� _ 5 FIELD MEASUREMENTS AND DOSSUC DRAWDGS. BOOM D THE ATTENTION OF THE ENGOEEN BFIDRE C0150Cwc WOD4 50 THAT PROFR lj y CONTRACTOR SOUL INSPECT EKSTING FEND CONDMONS TO ENSURE PRESENT IILFOOJANON WORK CAN BE EKECUIED. DO NOT ASSUME OR GUESS ANY DD. OR FTEMIOS SCOPE OF WORK �� "�. ON PLANS MACR E COSMIC CONDITIONS DOM FROM PLANS,'GDIDW.'NOTE T ABOVE, CONNECTIONS AND ELEVATIONS I. MOSUZC +a�TATSrCl�"' SHALL ALSO APPLY. 2. OHM SECFFALY DETAUD ON THESE DRAWINGS.GOTRACMDR SHALL ROM AID WALL 2. UREMOVEUZ k OYAAD E7f6MD WVLOPN DEMOLITION: ADEOWE SHORING.BRACING.ETC.TEOI/OED TO SARY SUPPORT ALL CDNSRUCnoN UICS AND 1 SMALL NEW WOIDOW PER PANS 1-PI&bR TO�NI.ENCbENT OF DEMO R THE CONTRACTOR WIL COORDMTE H5 SOUL BE FULLY RESPONSIBLE FOR THE SAME S ORRIC MUST COMPLY WITH ALL LOCAL AND 4. DEMOBILIZE y ACTIVITIES VISIT ALL THE APPROPRIATE SUB-CONTRACTORS AFFECTED BY THIS AREA OSHA REOFEI@IIS. SHEET DESCRIPTION 2. THE COMPACTOR S TO COMPLETELY PLETELY REMOVE AND UL9V OF AL MATERIALS 0. MASS AND CONDITIONS NOT S'ECFICALLY SMOAN SOUL.BE CONSTRUCTED INLYD AROANCE S-1 COVEN SHEET&NOTES DPRD A MUDI a oR THAT ARE SO FOISTED INCLUDING CONCRETE AND RODS. WON DETAILS SHORN FOR SILL AR CONDITIONS ART MAIFIEA. 5-2 UNIT LAYOUT&SCHEDULE 1 THE LOCUM OF AL DOS M BESIDES ARE THE CONTRACTORS RESPONSMSY S-O DETAILS _���� THE ENGINEER ASSINES NO WSPOS8UIY FOR EVIT IOGTKWS. ROTOR TO THE S-4 NEG PRODUCT APPROVALS START OF DEMOUTION TINE CONTRACTOR SHALL DUST THE SITE AND DETFINMOE THE S-5 NOA PRODUCT PPPROVPLS COVER��A RD6 LOCATION AND THE DOSTENCE OF ALL STRUCTURES AND Umm STON WI NOT ON THE RNiS �A TOTAL-s s-I WINDOW REPLACEMENT NUReOVSON Ism CLUB-LET 506 10410 OCEAN 0R OM DR JUM BUCK.FL 5{957 WINDOW SCHEDULE: C 5 M ENGINEERING DESIGNATION APPROX OPENING TYPE QUANTITY REMARKS I MANUFACTURER I PRODUCT EVALUATION EXPIRATION MAX.DESIGN CSM ENoiNEERINo�LLC^A SIZEWxH) APPROVAL NO. AGENCY DATE PRESSURE I M0 NWL R01JJA I I 5/16'I-.W= POT NOA 3U-0109.01. WW DVE 06-] = +65 P7 -85 PS 34994 WIM LOCATION ® mm�Oimo NOTE TO CONIRAMR. n1 - EOR SHANL INSPECT OPENING ONCE WINDOW IS REMOVED Qsdmmcuc UNIT 7 UNI TYPE -A E - A ulsr w r O '° AT6.mmmm ,mlr imlr °_®'®mom Rome Re EXISTING UNIT FOOTPRINT -co SCALE.VB.-1-0' �.. _co ' T OmID A 6Y®I A 6E[ UNT Uym sc¢n nE �. s-z WINDOW REPLACEMENT HUIGOSON am CLUB-UNIT 506 10410 OCEAN OR OCEAN OR MESON BFADL FL 34957 BUCK INSTALLATION NOTES (AS REQ'D) C S M I.WINDOW OR DOOR BUCK FASTENNO DETAILS TO MATCH OR EXCEED THE MANUFACTURER'S TEST ENGINEERING APPROVALS AND RECCUMENOAROn — 2"WINDOW BUCKS ARE DESIGNED FOR WIND LOAD COMPLIANCE ONLY.ANY ADOIRONAL FASTENERS CSM ENGINEERING,LLC 1/2"GYPSUM WOOD BOARD OR BUCKING REWIRED FOR IMPACT RESSONCE ARE TO BE SPOOFED)BY THE SPECIALTY ENGINEER FOR THE W,NOOW'MANUFACTURER IN ACCORD.WCE.WTIH FLORIDA BUILDING CODE,BURDINO 4994 - k F705TWC;7TH EWRON;2020 PT. WOOD FURRING(AS REVD) 3,1W1IIIDW BUCKS ARE TO BE 1K6 OR 1.0,+2 S.Y.PINE,P.T.PER INDUSTRY STANDARDS. _ BUCKS ARE TO BE FULLY BONDED TO MASONRY W/SWA IA CONSTRUCTION ADHESIVE FOR WUBIE BUCK INSTALUTION.BUDS ARE TO BE FULLY BONDED TO EACH OTHER PT. WOOD BLOCKING, 4.FASTENERS ARE TO BE 1/4*0 TAPCONS WITH MINVA PENETRATION OF 1 3/4•INTO PER PLANS(AS RED 0) CONCRETE USE STAGGERED SPACING OF TAPCONS'EQUAL TO.OR EXCEEDING REQUIRED _ FASIEIDAS SPEGRED BY MANUFACIURER FOR FRAME TO BUCK INSTALLATION. a S BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BUYS AND INTERIOR COLUMNS OR CONCRETE FILED MASONRY..CONTRACTOR TO COORDINATE OPENING OONEHSIONS. NASONRf OR CONCRETE t WINDOW/DOOR FRAME PER PLANS —1_ J1n• a I "--�--_ /4'TAPCITNS BE I� STAGGERED PATT '3(NOTE 4) �f�f�f PROPOSED WINDOW/DOOR I 3/4' IJUUUL (SEE PLAN FOR SI E) -J---I--- "' I o MJIG A OAY)RS -� - TRIM MATERIAL,a EXTERIOR PRNCE SURE TREA B o FLASHING/SEALANT SHALL EXTEND TO THE SURFACE TIONAL a DOC ® A OF THE EXTERIOR WALL FINISH AND SELF—ADHERED FLASHING SHALL COMPLY WITH AAMA 711. c'9ia%I � STUCCO FINISH C.M.U.PER PLANS - ti, �cENSF. r C ^'3 CONC.FILLED CELL. - --I - -ROUGH OPEIJING--I �.-- �, �•' TYPICALL WINDOW/DOOR JAMB FLASHING DETAIL s 3 SCALE: N.T.S. WINDOW/DOOR BUCK ANCHORAGE = ' DEWIS 5-3 1 WINDOW REPLACEMENT HNOMM MMO CWB-.so9 IDNO OCEAN DR BRAN DR JDW BEACH,R 34957 ENGINEERING CSM ENGINEENm er LLC MIM1 _ IW a99 ® s r[vw40 16.CDrtA4na NOTICE.OF ACCEPTANCE.(NOA)u� x�>,e DvN.P w.9haw'IrorxoA a[we.aaw• D �9mlvd.ariel.lx e TecEvIvp Da¢ ^W°r Nanh Vmi¢,PLef1A a a�g0.. ® ��w••o 'Ihu iron N hdne mA do aWNahN iub W wwlaim+emrmi2 dr x arm•mvam AR m �,,,,��/7;�µ�'.0e ®a a�•G li[� m•Y.ial�1be,l®u®�ived D•b bm.mead aY amPed y 84mviUW CmM RIX- y"f'�-'•4 Pup!��86e die ehemi Wd•Cwvry and whw a:w atrn Ybad qdm AuJviH N:m¢wmra w Tw.rawm:oewe...ra.ewmrwm�naa<ra¢e LYnc]m eD�-0+kc�s�Dams awn 9mimP Mimri4ffi fm9])md/mW9u4Dnwwa:hwpmN®i6.h�1 9 riBNm ' N.9VIIfpwdm mn dY iaN fwgmervwurmmpwpou Vlhi]Dmdwm 'Y ruOnpuf9m hbampNo®OvvmvGumweel mov mryamdvaAea'v®mYOe NV mRimnatlacl] :cwkq mdVy,¢myaddc ef�NP9dw1 wvvviniliv dmlvmd:m:a RFR m:miYa � YeN In mvYa lhN¢¢pee VtN 'wtl 6< wrv-Dade fwm]DmM Camel k¢im tlw Nb m �'•� � y mdw v.vw:wl LdNmmrOe_moat 8:r N VD4cE ImNw6 p �by Am6,y a.wm4 mmn L ]L4;P.t; dy r• a a muy.raQtlAm: ,mwhwwd..ldmimeawq uwel�:wear rP:m•a�elmlraim a� B hLsslLE IeVALT Mn cLwe..msw.Dewa.]mw.l R.ta.w � �'y W 'c:EVA mu maG erm.w+mmwl l+Nl am le.ma.:r¢n mmm m wsa.ID:ax. o „a,��•"y-� ,w,f�-�® q a:9drun;.i nY r9nm;ee mA.mm•Ahwd.Dw•C;Pwdm rmml Avwewa•.muw ow,na¢ ItE\'EN'ALnrd:o�oAd•um®m:daMaaa.awGlolnha L:v Ltd aamvo hubwam ••,�`•a�••••••c a i tivnga in Je.VDlmek laiNve oakwyai.clfalt h pc.fi.vonsofNuryWml. ®"' o �' e TERAd1A'ATIONarmif NDA vJawraR¢tlmapwmdvnwifhx Nahxnammm¢cEapvN tlt'6 A�R uaaawd.wiwdam®rwmearmaFinam]ww¢.>zer armNw>,m¢m�mnarm; � am � ,�:.^_u^� waewirw.ritl.m®9mwr wNrp::Fa¢r•eaRmla®aal.vmimNmYN4A Eeimwmrampr �. �^ �y`w +,a"°�!y; wiJ:miswmnitlw NDA AaY M1vaae G.¢nmmaim mJ rtmm9 dNDA. F i TEM wm ADVERTIS[¢ENT:TbeNM®bmpaNNgdavaNa Ar®iDYc Caml..rlwiih NfaDmol v�{�'rT— q Jacpmimdamn htS 1•.WNtlr¢titlng Wnm¢.Vmlpntimol:4 NDAUGryh]adJv ,0 7(�6• it ehYl bedwe Ni¢murtn. w•^wnr.•.mr m^mo. �`.im:.'o`4> IA$PECnDH:Amp d:heemwNOAdMmpm:6dmlRmc.nrhwamLuevwiudivnhmn wa,m.w.os as..:,v... ,'••"'a""• mdaallrovrYWerw igSmmmdcjd owmlhea4maofYe BmldgolFml � °� ThUNDA rerae•.OA AY 16961)Ylvatmliarala:6pgclmlwiL+mpg v6LE-;EJ mY � �41 F.J.mneB wupprmald9mimlmm:mdebme. ::'. Mwh®mdaw,mmwm.ma,Y.nd qel®uJ Pem.P.E MANUFACTURER WIND PRESSURE SCHEDULE .pSlttll 4, ^ JA/A/o uy.m•oa�Avrval�xm�!! '��4 V���_��"!�Y 1 E;Y]' Awm.YDaew[.nP.:m9 i,a—r�� -p Pmr c G- ND jsgtp; 7 `FtoAlor-:ti�`V -, R DWEADIiURA 1 o4C NOA PRODBa APPRWAS �. 5-4 WINDOW REPLACEMENT brllo�oiwNG D t HUID 10 am D DNB-NN 508 lalD ocFtx DR aDx+ B BDOL FL 3/957 C5M —.1-G I N E E R IMN G tu i t ®t .�ti o....�..�.y r yg 4 3 CSM EN ,EERIINGi LLC 2as34994 72-2-601 Al ai'...a( MANUFACTURER CONNECTION SCHEDULE •. _�j 8a• � jl®�® pM JrSAMt$ $+ Cx1tidlltivjA�� _ p No 7s�8970v�" •��� a.®®tea..... s _ _ .. ,+`�":.'�`',� j�t �t� -� q •A°,ate- xa aaroucr u4BGaus MANUFACTURER CONNECTION TYPE S-5 MIAMI-DIADE MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/building PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade•County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18,with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0627.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.20-0406.04 MIAMI•DADE COUNTY Expiration Date: August 23,2023 Approval Date:August 27,2020 8/19/20 Page 1 4, PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 18-0627.01) 2. Drawing No. 7710NOA-1,titled"Aluminum Horiz.Roller Install(LM), sheets 1 through 19 of 19, dated 06/30/18,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 18-0627.01) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-04 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 18-0627.01) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water.Resistance Test,per FB.C,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-04 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202794 along with marked-up drawings and installation diagram of an aluminum,horizontal- sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 18-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017),dated 06/18/18 and updated on 07/25/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. I8--0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez,P.E. . Product Control Ezaptfii�r NOA No.20-0 06.0 Expiration Date: August 23, 3' Approval Date:August 27,2020 E-1 e - , .F S Z ,.. ' Q _ - ` . .r ..- �, 1` _ � - � .. i ' _ ' F � �. .: Y � ' �} _. � . PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(cONTE uED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition(2017),dated July 25,2018,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 18-062 7.01) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. I8-0627.01) 3. Proposal No. 18-0289 issued by the Product Control Section,dated 02/20/18,signed by Manuel Perez,P.E (Submitted under NOA No. 18-062 7.01) G. OTHERS 1. None. Manuel Perez,P.E. Product Control Exap nor, NOA No.20-0 06.0 Expiration Date: August 23; 3 Approval Date:August 27,2020 E-2 ` .. �. � '.. '1� , . � � - , . `I .. - _. ,-. _ n � - . ,� . . _._ . ;�, _ � � . : '. r. _ � r I'. " .." �. � .9 �. � r PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1,titled`.`Aluminum Horiz. Roller Install(LM), sheets 1 through 19 of 19, dated 06/30/18,with revision A dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries,Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,PGT CA740 Alum. Outswing.Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idahnis Ortega,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017),prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated-to the FBC 7t1 Edition (2020)on 04/02/20, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas®XtraTM(SG" Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez,P.E. Product Control Exa n NOA No.20-0 06.04 Expiration Date: August 23, 3' Approval Date:-August 27,2020 E-3 } , . � � .� � � " � ; ..,-�S ii�' � � �, t. .. R 1 i ' � � � .•. t 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (coNTiNuED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6'Edition (2017)and the FBC 7th Edition (2020),dated March 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated March 10,2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 18-0627.01, issued to PGT Industries, Inc. for their Series "HR7710A"Aluminum Horizontal Roller Window-L.M.I. approved on 08/23/18 and expiring on 08/23/23. 1 Manuel Pere06.O4 Product Control Ex NOA No.20-1Expiration Date: August 2 Approval Date:August 27,2020 E-4 1 , SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW I DESIGN PRESWRERATWO I IRA RATING ISSILE 1)THIS PRODUCT HAS BEEN DESIGNED TO COMPLYWITH THEREOUIREMENTS OFTHE FOR ANCHOR VAR SE PER GES 2,11 E, LARPACT RESISTANT FLORIDABUILDING CODE,NCWOIN07HE HIGH VELOCITY HURRICANE ZONE(HVH2). QUANTITIES' i? SEE TABLES IMPACT RESISTANT SEETABLES12-14 23' 2)SHUTIER3 ARE NOT REQUIRED WHEN USEDINNIIND BORNE DEBRIS REGIONS.FOR INSULATED GLASS �•�� -- B 2)wunmsARINSTALLATIONS BOYE EINTHE WHEN HED IN WIND-SORNE DEBRIUSTBETS.FORT. ''7}� ` ` USER INSTRUCTIONS: 3)FOR MASONRYAPPUCATIONS IN MWMI-DADE COUNTY,USE ONLY MIAMIMADE COUNTYAPPROVED f --�� `�- OPENINI)DETE SNET11E8RESURr RWWDOW PRODUCT REVISED MASONRYANCHORS.MATERULLSUSEDFORANCROREVAWATKINSWERESOUTHERN PINE,ASTMCBO I OPENR)G9 DESIGN PRESSURE REODUtB,¢NT tl CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE MASCE 7. �I IYIn9 FRO W1m O1.FMtl. 4)ALL WOOD BUCKS LESS THAN I-VY THICK ARE TO BE CONSIDERED/X INSTALLATIONS.1X WOOD BUCKS 76' 2)KNOWING YOUR GLAZING OPTION(TABLE I), NOA-No. 20.0406.04 ARE OPTIONAL IF UNIT IS INSTALLED D6iECTLY7o SUBSTRA7EWOOD BUCKS DEPICTED AS2XARE 1-1Q' OVERALL VANDOW CONFIGURATION AND SQE,DETERMINE !7r Dat 8232023 THICK ORGREATER.IXAND 2X BUCKS(MEN USED)MALL BE DESrAMAND SECURED TO PROPERLY HEIGHT SEP 6� YOUR NANDOWB DESIGN PNESSURE FROMTABLE9 ftLyClfLL[ / TRANSFER LOADSTO THE STRUCTURE WOOD BUCK DESIGNAND INSTALLATION IS THE RESPONS6MY BASH FO(ED 2.11.IT MUST EOWLL OR EXCEEDTHE DESIGN OF THE ENGINEER.(EOR)ORARCHRECT OF RECORD,(AOR). TV VISIBLE PRESSURE REQUNQdENTFORTHE UL_ Mode BUCK LIGHT LIGHT 2212' WWDOWOPEMNG OBTANM INSTEP I. S)ANCHOR EMBEDMENTTO BASE MATERIAL SMALL BEBEYONDWALLDRESSING OR STUCCO.USE HEIGHT D.C. A)UPDATED TO FBC ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIL ECM SILL ANCHORS MUST BE SMTIB' O6TENMINETHEANCMOR QUANTITY FROM SFALID.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALLSE &16H 34:V8'FIXE7 TABLES 121& fi TYPO REVISED ANCHOR DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VI8IBLE VISIBLE LIGHT TYPE TABLE OR FLANGE LIGHT INSTALLATION, PERET10F SHEET 6 BOLIN.LEG 8)1/{'MAIL SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO LINSTALLATION,SHEET 16 17 FOR I ALLEG THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINGAPPL®LOADS INSTALLATION OR SHEET/7 FORINTEGRN.FN .1R-03/11/20 �9'MAX. INSTALLATION. 7A.NEGATIVE SEEWP.ENIOLP B &17 NOT@ DESIGN PRESSURE RATING DETERMNATICN a 4 Q ERASITIVE DESIGN LOADS BASED ON 9TRUCTURN.&CYCLETESNIG AND GLASS 7S BUCKWSIIH MAX IS THE SAME PROCESS FOR ALL TYPES UU11 a ��Orl PERASTM E1300. NOTES THIS SHEET 2 n S — B.POSITIVE DESIGN LOADS BIASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76'OVERALLWSITH &LICK) (FLANGE,INTEGRAL FIN OR C-0LIAL LEOIBO7). K r.Z O TESTING oDEESIGNN1 ANDG GLASS RBAS�EoONAiOWABLESTRESSDESICKASa. TYP.F30DLANGE XO ELEVATION(OX SIM.) 1)1�r--NrXENOTES:PLASTIC BAFFLE. 1019 N •IbPo � o MAX DIMENSIONS ALLOWED SHOWN 2)I WEEPHOLE LOCATED AT4'FROM EACH END. Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS FORANCHOR 3)1 WEEPHOLE LOCATED UPIOEi EACH MEETING PAIL. 0 Q O CORRESPONDINOTO THE REQUIRED DESIGN PRESSURE THE33413%STRESS INCREASE HAS NOTSEEN QUANTITIES, Z�a USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTORVM USED FOR THE BEETABLES IS•i& 12' _ EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME NM CONTACTWITH OTHER DISSIMAR 22.1? 17 QC. W— roN MATERIALS LMEETTHE REQUIREMENTS OFTHE FLORIDA BUILDING CODE FOR CORROSION 2 I- 310 BIMETAL SUBSTRATE TO MEET MIL STRENGTH AND THICKNESS REQUREMENTTS PER CURRENTFLOROA r. . �. SZ$ F BUILDING CODE AND TO BE RENEWED BYTHEAUTHORITY HAVING JURISDICTION. -�--- Q 10)REFERENCES:TEST REPORTS M 10-7a31A18-7891.01;ELCO ULTRACON NOA;DEWALTMUCO CRETEFFLEX NOA;DEWALTULTRACON•NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSRLUCT)N,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL /VISIBLE, 1 'd co 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL V LttillT / J_ X LU P=.w TABLE 1: HEIGHT 0 0 p &7 a 29 = Z OP Ta6N1 AnNVTAbb/ SICK �, D.C.o.c. nq DNd1pU.D 4.d f—&*,I-.to Imfto %DICK XOX XOl Ox XOX HEONT SASH 6}31H'FIXED a7D HD STD BID No am � VISIBLE VISIBLE LIGHTLU 1� LIGHT z 2 2 l/lr A. 1/S 3 12 3 Iatlw WIW µ.OBI'PVB,3116'AN 3 8 12 18 a' aIu 1 1NI :1fB" AIRSPACE.1/fJ`AN..ISP WB.V ;M 3 - 7 -Tr - 16 B SEE VYEEPFIME 6 13I78'Lq:1/B"7P GP ARSPACE.IB'AN,. PVB R 3 - 7 12 - 16 OTEB, 0 1&1 CAP,AWSPACE,1f3'Aµ.O>p-PVB,VSAN 3 - a 12 - 18 6EBSHFFf17FOR 120ITBUALLWIDTH TNISSHffT .t�ONYIYNH��ll 7 +116'Lq:3H6"TP I:AP,AIRSPACE.1/C .09R Pa tAY AN 3 - B 12 - 19 6 3116-AN,.OBP S013'1TAH 6 a 10 13 14 17 INTEGRAL FIN `` L)C�SP '• i B 3118•MS..WO"50.311SH5 6 a 17 +a t fe ANCHORAGETYPE TYP.FLANGE XOX ELEVATION ` :p 10 1 1W :1 AN .AIRSPACE,31 A .QWM 3HB' 6 0 1 t 17 &SPACNG MAX.DIENSIONSALLOWE05HOWN *: No.58705 11 13/16'LI0:1/B"7P CAP PACE 3118'Aµ.OaO'S03118'AN 6 8 +0 13 14 17 lf_ 12 13116'L10:1lB'AN .ARSPACE.I/C MS..IGP SG.MIS KIS 8 8 11 13 14 18 GENERAL NOTES.._._......_....._.._,.? CODES I STANDARDS USED: �: r/••� 13 13118' :1RTP CAP,ARSPA 1R KS,.(9P SG,t/T 16 B 8 it 13 t- to FSEVA710N&.__......T 1 -Gr�•q` to /3H6' 8'AN CAP.AIRSPA t/B'HS,.000'S0.1IC e a 11 13 1d 18 •TYPO FLCpJ BUILOINGCODE(FBC),7TH EDITION GLASS TYPES TABLE......... �..1 'pp'• yT(1 �-O%(y 16 t3H8'LKi:3na 1P A11aPwCE ra'K1s.030'SG v1r Ks e e tt 13 14 18 •2017FLORIOA BUILDING CO OE(F=.6THEDTTON DESIGN PREBSURES...._.._.__�_2-/ SG-KURARAY SENTRYGLISo[NTERLAYER BY KNRARAYANW NC. •ASiM E730DO9 ANCHOR OUANTITIES._..__.._�.%14 '�S�St•'•:20RI01;.!•C'JS�`� PVB•KURARAYTROSFOLo PVBN1EAIAYERSYKURARAYAMEMMINC. •ANSLtAF&PANIXiMBFORWOODODNST WnON INSMl1A71IXt/ANCHOR SPECS_...15.17 AN.ANNEALED •ALUMINUM DESIGN MANUAL,AD"16 EXTRUSION PROFILES___,_ 18 //111111111 HS=HFATS7RENGiHF11EU •A]18100.10 CORNER ASSEMBLY.___....__.__10 �• �� •AIS0360-16 PARTS LI97.+....___.______..IS A! NMLLFR,PE MAW L 1. TABLE 2: Glesa Type:1 Overall Design Pressure(IbsHt2)for XO&OX Windows Meeting Rail:.tandem P B tl8•AN GLASS Width 21-1/8'Overall HgL 37-OwBll Hgt. 49'Overall Hgt. 55'Overall Hgl. 63"Overall HgL 0 AN GLASS 2(r +85.0 .65.0 +65.0 .65.0 +65.0 -65.0 +65.0 1 -65.0 +85.0- -05.0 30 'PRODUCTRINISED 25' +65.0 -65.0 +65.0 -65.0 +65.0 -W.0 +65.0 -65.0 +65.0 -65.0 24 trr NOM. m,Mm Wwith the FlOrldn 37' +65.0 -65.0 +65.0 .65.0 +65.0 -65.0 +65.0 -65.0 +65.0 .65.0 GLASS B,TE i 140A-N! 20-04 06.04 49' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 $5.0 ffiERIOR tlon Dab 1231Y0 3 61'• +65.0 -65.0 +65.0 .65.0 465.0 -65.0 +65.0 -85.0 +65.0 .85.0 74 87' +65.0 -65.0 +85.0 .65.0 +65.0 --65.0 +65.0 -65.0 +85.0 $5.0 32 GLASS TYPE 1 74' +65.0 -85.0 +65.0 '-05.0 +65.0 -65.0 +85.0 -65.0 +83.3 .63.3 A)NO CHANGES THIS SHEET. s JR-03111120 m Y Q sne AnaLAss � a .OBO•PVB 11a'HS GLASS O o N Ny 30 113•HSGIASS .090'PVB 1WANGLASS p a,op rO�O 2 1 Z O 24 _L 23 O EL! 5 Ur o TABlE37 . Glass Types:2,3,.5,6,7 1n•NOM. 1n•Nora. =Ld Overall'Design Pressure(lbsfft2)for XO&OXWindowa ocTERIDR ° a ExrEaOR 01 ef� "Om � "° nN Width Meeting Rail:Standard zW w sYs 21-1/8'Overall Hgt. 37-Ote1a8 Hgt. + 49'OVHall Hgt. 55'Overall Hgt. 63'OVarall HgL � 74 74 ro>$ ? 2(' +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 .80.0 32 32 .-Z`� a: m AS GLS TYPE2 GLASS TYPE 3 25- +65.0 -80.0 +6540F -80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 ¢ O 37' +65.0 -80.0 +65.0 •80.0 465.0 -80.0 465.0 -80.0 +65.0 -80.0 ssBB m III F- a 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t�13118'NOM. 13HS•NOM. ® 14 w 1 GLASS SOICK I- "I GLASS STACK K =) 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Dso•PVB = O w wws AOtSPACE AIRSPACE ow PVB O S BT +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -792• 1/8•TELASS MP vrAN y16'ANOTP ss re•AN suss F a 74' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2' GLASS z z '40.0 FOR GLASS TYPES 2,3,6a7 F 74 31 74 WGR 17I NIX 1&R 1 yr NOM. GLASS BRE GLASS BILE 17STERbR - F�fiL48. ` oW LYNA( �^ 70-73 ®o 7a73 `•?�."tJOENyF-.�1���' �"^' GLASS TYPE 5 GLASS TYPE 6(ANNEALED) '*: NI.58705 GLASS TYPE 7(TEMPERED) NOTES: =mot zo . x T. 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL RNAND ( .�,tOR10P..•': EQUAL-LEG WI. NDOWS•SUBfRACT1•FROM7,£TIP70MPDMEN=NIN s \ THETABLETO DETERMINE THEWUMM3� ` s,ONA1te 2)FORSM NOTSHOWN,ROUND UPTOTHE NEKTAVAILABLE61M A"If MILLER PFJ6ete8 L 1 TABLE 4: Class Type:4 13HS'NOM. OLerall Design Pressure pbslft2)for XO&OX Windows GU648STACK Meeting Rail:Standard Width ow Pw 21.1/8'OLelall Hgt. 37"Overall Hgt. gt 55.49"Overall H . Ove1e0 Hgt. 63"Overall Hgt. AIRSPACE 20" +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 111"AN G IIV AN GLASS PRODUCT RDVISED 25° +65.0 -80.0 +85.0 Ao.O +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 31 74 w 1YrtA t1u Fbma BaOalrgp Caa"i 37" +65.0 .80.0 +65.0 .80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 1®OR 1 NOA-No. 20-0406.04 �. 1W NOL1• tra6m wt. 9120 3 49" +85.0 80.0 +65.0 �D.D +65.0 -80.0 +85.0 -80.0 +85.0 80.0 GLASSBnE 81' +85.0 -W.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.6 EKTER R d CLf G3 N1am 8r +85.0 4)0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 +65.0 -71.3 74' +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -77.1 +64,9 64.9 ®OR 70 73 A)NO CHANGES THIS GLASSTYPE4 SHEET. F E JR-0311120 131ISNom m � a I GLA993TACK Ix a O N 3fie'ANOR AIRSPACE (7 N ,I,p 0 H9 GLASS UrAN OR .09vS 3MWANOR TPGIASS IWAN GLASS Z o 30 -,Has LASS 31 74 Z W 23 � 3w� TABLE 6: 1r1'NOM. V-R 1 11!'NOM Z OIASS BITE GLASS BILE nlU' F a+ro Overall Design Pressure QbsW)for XO&OX Windows Glass Types:a mrLL 75 ExTEwoR a Width Meeting Ran:Standard a 74 21-1/8'Overall Hgt. 3r Overall Hot. 49'Oaerell Hgt. 55'Overall Hgt. 63"Overall HgL ®oR 3 70-73 C) G O 32 O F 0 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 G S TYPE 6(ANNEALED) GLASS TYPE 10(ANNEALED) w 25" +80.0 410.0 +80.0 4W.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) "m 3r +80.0 -110.0 +60.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 o x w 48" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ice!-ty°.rµ 1K GLASS a 61° + 5. 80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 •101.9• AIRSPACE I OBO"SO AIRSPACE ArK •0B0'SG O rz Br +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.D -9s.r tm•ANOR 3rIB•ANOR TP GLASS v Hs m-m TP GLASS 12'LIS GLASS Q p = 74" +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 0' 1110.0 FOR GLASSTYPES B,t2,13,148 fe 31 74 31 74 1®oR 1 1rrNOM. 1®OR 1 V.-NOM. �1pNY LYIVIV 'GLASS TYPESe-16 GLASSanE GLASS BrrE `Z.•a'��•VCENSF*-...' Y MAY NOT BE USED E RI EXTERIOR - •.'p = WITH INTEGRAL F01 ( a * N0.58705 •FRAMES - *- 1)OVERALL(TIPTO TIP)DIMENSIONS Stwwn.FORINEGwuFWAND ®�GLASS TYPE 12(ANNEALED) ®O GLASS TYPE 14(ANNEALED) : ., SATEOFQ • _`� EGWLLdEG WINDOWS,6USTRACT/•FROMTLETIPTOTtP DON0=NiN GLASS TYPE 13(TEMPERED) GLASS TYPE 15 r1EMPERED) '.FS.''•'WRIOn,.�G�2p THE TABLE TO DETERMINE THE WINDOW SIZE "7,,/'ONAL Ede`' 2)FOR SUES NOTSHOWN,ROUND MTOTRENEXTAVARABLESIiE rr11r11111 LLB A LYNN MILLER,PE. PFJGm TABLE 6: Overall Design Pressure(Ibsl(e)forXO SL OX W Glass Types:6 thru 15indows Width Meeting Rail:Heald-Duty ' 214/8".Overall HgL 37"Oxna.B HgL 49'OLerall Hgt. BY OLerall Hgt. 63.Ovefai1 Hgt. 78'Otetall Hgt. 20" +80.0 -110.0 +60.0 210.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 PRODUCT REVISED 26" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 n wnl lrlaa Mt8 m.MAL. Bai01 37' +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +90.0 410.0 +80.0 -110.0 +80.0 -110.0 HOA-Ha 20-0406.04 Doo Dab 8123)2023 49" +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y1�, !A 61" +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ®tam sae.haAuetC t1W 67' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -109.8° MAYN PEse-Is 78° +80.0 110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8- 'WFTNOT�usm A)NO CHANGES THIS 1NRef INreGRA< + SHEET. 1110.0 FOR GLASS TYPES B-13616 �FRAMES II �JR-03/1120 L��131fe'NOM. 141KO NOR 13fIB'NOK I GLASS STACK I- -I GLASS STACK I- -I GLASS STACK AIRSPACE OBO'SG A5111E AIRSPACE 080•SG c Q 3/IB'ANORLL>� > HS GLASS IVANOR IV3hG'ANOR.09WS 3HG'ANOR TPGIASS 31ITANGLASS TP1A1'HS CLA58 TP GLASS IV HS GLASS (3 N30 HS� 31 74 74 5R- 74 O y�v "tee LY 023 ���A1pO dS o V R 1 Vl'NOLL 1®OR 1®ORZIJL $ LU GLASS BR6LASSBILE fOR � NOAL R DUWL Y$ J F Z c F awa ur m 74 � 7a73 70-73 7a73 >.- 32 ®OR ®OR ®OR Z W m GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) m D. GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) p ti o � o tJ j K W fu0 = W Z Z. J W = Q L] �.BONY LYNN4, CEN No.5B705 •.? :G NOTES. -FOl, eZ0 C� i T A OF .'•Ylj�: 1)OVSALL(nPMMP)DRIMS04SSHOWkr,DREOUALIEO �i�lCs''• ORID�.: �[��� oD .UffMNE THE TWM�S�TIPTOTIPDIMENStONINTHETABLE '''•S�ONAL�N�• fI1Ilr1t 1pl 2)FOR SIBS NOTSHOWN,ROUND OOTOTHE NEKTAVAILABLE SQE. A LYmf bYLLEIi PE P.E1687M N 9 I� � � = Qi � _ ,.� •�' i � •aN ' � � N 'm N a iv �:+ N N N ... + + 0 m _W' V � + N A N N O O W m A m •u�i N rl ��- Z 4Oa WO 00oo LGGf (OtBuI ��pp tp(pu� tOt�� O m mm tO(n�, Cl Gp t(o�, W m Cp ep y� u Oo Oo N N m N N m N N 5 N N N N O � fJ11 N 6l N V p u i + + + + + + + + +AN1+1 0 0 0 o m � p . o 000 � M + + + + s � s � � ffisi 4 A 1$ � o O o 0 0 0 0 0 0 0 o b b o 0 0 0 0 0 o Q c 0 S 8 S S S 8 o t3 S S o 8 is 9 S �5 s $ S c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •:1 4_� o � 000 o ho S. !6- 0000000000aoo0oo00000 N O O N O O N O O IJ O G O O O O O O O O O g b • moo � � � � � � N O O IJ O O !J O O N O O O O O O O O O O o + mm+ + i pmip mmi + mmi ymmy + mmi ymmy mmi + mm+ pp+�� ppig� mmi qq+ pp+�� yy+ � f•NJ O m 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 r o Qj �1 m fJ J m N V O m J G O t0 C O C O G G O O > •`4J ,�' G •�' o ' o m i Cl L4 tJ L1 . V 0 m V O O i0 o 0 0 0 0 0 0 0 ® cl Fp ® a G) 4 = A N big Vy yN2Z + E1 jai � A O 1070 TECHNOLOGY DRIVE Ny p o�Op +` Oad k' N.VENICE,FL 34276 > :�5'!�•... .... Ty: (941)ae0-16Do P OO p 'e _ygez .A o"_ r+Eaisrnanows�exee N' � ALUMINUM HORIZ ROLLER INSTALL(UM) g 08I30/1S m u n M '?n'i2'•. •� DESIGN PRES00 SURE TABLES JENSROSONSVJ aca g O HR-7710A 5OF 19 z° MONOA-1 A '�' J. TABLES: Ooerall Sash Bash Design Pressure(lbs/ft)for XOX VVindows MeotiGlass Types;Standard Width !�L I Mesting.RBil:StOndsrd .Cg�PVB 14'HSGLASS Width Codgula0on R-98 N 21-1/9'O mII HM. 29'O�1 Hgt. 3r Overall Hgt. 49'Owall Hgl. 55.OLeRdI HgL BY Owd]Hgt. UW HE cuss 12.0W-12.052 +65.0 -80.0 +65.0 -W.0 +85.0 -80.0 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 30 44, 24 PRODUCT REVISED %rt/%, 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +6,5.0 -80.0 +85.0 -80.0 +65.0 -50.0 +65.0 -80.0 trr NDra. e'�ulump Cod. �Florida t 1 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 OtAss eltE NOA-Na 20-0408.04 49' /a-/r a 12.038-13.302 +65.0 -00.0 +65,0 -80.0 trWaR Darr CI 31 23 %-t/,% 13.303-16.675 +65.0 .80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 M.0 7a °L" ¢^+ 1` /4%% 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0' •80.0 32 • +�ha 1L 63.1/8' GLASS TYPE 2 art/a% 14.334-18.050 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A)NO CHANGES THIS 1//r1/ 12.038-16.302 +05.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 SHEET. 61' /r1/ 16.303-20.675 +85.0 -80.0 +65.0 -80.0 +85.0 •80.0 +85.0 -BD.O +65.0 -80.0 +65.0 �.0 1&'µ0lA3S JR-03/1120 11�% 12.038-20.052 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO.O .GWPVB 76' custom 20.053-22.185 +65.0 -&LO +65.0 -80.0 465.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 3n VAN GLASS m 30 @@ ¢ 1/1/?/3 22.168-25.675 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 •80.0 +65.0 -60.o 23 12 0 -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0. -60.0 +65.0 •80.0 +65.0 -80.0 taNOLt 0 oussBllE y n $ I 92-118" custom 24.083.26.185 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 p 28.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -W.0 74 0 LL g o %'/r%. -2s.3o2 +65.0 -80.0 +65.0 -80.0 +65.080.0 +65.0 -80.a +Bs.o80.0 +6s.o -80.a 3z =Di GLASS TYPE 3 O v d 9r custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -W.0 �'z < a«n /3 j/rt� 27.186-32.675 +65.0 -W.0 +65.0 -W.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 "' Z ±/2:% �-28.302 +85.0 -80.0 +85.0 -80.0 +65.0 -80.0 +85.0 -80.0 +85.0 •60.0 +65.0 -80.0 Z u�l m low custom 28.303-30.185 +66.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 O O 1/r-Y3/3 30.188-36.975 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -W.0 +65.0 -80.0 &q ua fO 1/1/rt� -29AM +W.0 -80.0 +65.0 -BD.O +65.0 -80.0 +66.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 @ K fD Y�uS 113 .484-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 .80.0 +65.0 -W.0 i 518' custom 29 w /r/r1/, 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 •80.0 +65.0 -80.0 z z a t/1/r/a 31.052 +65.0 .80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 N 12(r custom 31.053-33.165 +65.0 -80.0 +65.0 -80.0 +65.0 -t10.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 w = 0 Custom 33.188-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 '-80.0 +65.0 -80.0 +65.0 -80.0 •-M1XSASHWIDTH(RANOEWINDOW9)-OVERALL WATNf-5B.656. ```111ON "64N.SASH WIWIDTH(FIN 6 EQUAL-LEG WINDOWS) OVQ7/LLL�DfH-57.658 � �? V EN&,--. No.68705 '•� :Q NOTES: 1)OVERALL(TIP TOWS,SDIMENSIONS FROM THE7 T0TIP LRN DIMENSND ION '.IFS'•(ORIOP.. G���• FAUA4L[-0VANDOWS,SUBTRACit'FROM THE7IPTO TIP DOIB:NBION BI i,S/0 ' N THE TABLETO DETERMINE THEW15mONISIZE. �/, NAL E��•�• !lllIII IIIIL 2)FOR SIZES NOT SHOWN,ROUND UP TOTHE NEXTAVAI ABLESU. A LT euLElt PE PE153TO TABLE s: Glass Types:6,7 Olerall Sash NDMh Design Pressure(ibe/R2)forXOX Windows Meeting RED:Standard tals'NOM. Wldlh Configuration Width (in) 21-1/8'OLerall Ho. 29'OWerall Hgt. 37"Oveiall Hgt. 49'Owrall HgL 55'Overall Hgt. ST Cierall HM. GLASS STACK 1/%2% 12.038-12.052 +65.0 .80.0 +85.0 -60.0 +65.0 -W.0 +65.0 -80.0 +65.0 -80.0 +85.0 •80.0 AIRSPACE OW PWB 44• 3MCANCR A'ANGLASS PRODUCT REVISED 12-053-15.008 +65.0 -80.0 +65.0 .80.0 +65.0 -60.0 +65.0 •80.0 +85.0 -80.0 +65.0 •60.0 CLASS �°OA1p^" "'w1 fh.Ada %_1/r% 12.038-13.302 +65.0 -80.0 +86.0 .80.0 +65.0 -w.0 +65.0 •60.0 +65.0 •80.0 +65.0 -80.0 31 74 NOA-H 20-0400.04 49' Iton D eI2312023 %3-1/1/ 13.303-16.675 +65.0 -80.0 +55.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 $0.0 +65.0 80.0 1&R 1B Irr NON 631/8' Y4-1/Y 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.O +85.0 -80.0 +65.0 .80.0 +65.0 •80.0 EXTERIOR GLASS BrrE %3-1/,�/, 14.334-18.050 +85.0 -60.0 +85.0 -00.0 +65.0 -80.0 +85.0 -80.0 +65.0 -60.0 +85.0 $0.0 A)NO CHANGES THIS %%Z% 12.038-18.302 +65.0 -80.0 +65.0 -MO +65.0 -60.0 +65.0 -80.0 +65.0 .60.0 +65.0 •80.0 R 70.73 SHEET. 61' %,-%3-%, 18.3D3-20.675 +65.0 -80.0 +85.0 -80.0 +65.0 -re.0 +65.0 -6g.0 +65.0 -00.g +65,0 -BD.D GLASS TYPE 6(ANNEALED) I JR-0311120 yZ% 12.038-20.052 +65.0 -80.0 +85.0 .86.6 +65.0 -80.0 +65.0 •80.6 +65.0 -80.0 +65.0 .72.9E GLASS TYPE 7(TEMPERED) 76' custom 20.053-22.185 +65.0 -80.0 -+65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 •80.0 +65.0 -80.0 m 4 a 1/,-1/3+/, 2z1ss-z5.si5 +ss.o -Bo.o +65.0 -so.o +Bs.o -eo.o +65.0 •eo.o +65.0 �D.o +es.o •60.0 �/% " -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +85.0 -87.SB >>>o 1 to 7 92-1/8' custom 24.083-28.185 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 80.0 Oo N 28.1�-31.048 +6$.0 •80.0 +85.0 -00.0 +56.0 -80.0 +85.0 -60.0 +85.0 -80.0 +85.0 -ti0.0 0 rig r� o YIYIY4 " -25.3D2 +65.0 -80,0 +65.0 -80.0 +65.0 -MO +6510 •80.0 +65.0 74.1A +05.0 •67.58 iLuffi•- 5 1z -1 BT custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 Z 27.186-32.675 +65.0 -80.0 +65.0 "-00.0 +65.0 -D0.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 1/%4 " -28.302 +65.0 -80.0 +65.o -80.0 +65.o -80.0 +65.0 -So.o +65.0 -74.1A +65.0 -07.56 Z v w LNiJ W 109' custom 28.303-3D.185 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 40.0 +65.0 -72.D a O 30.186-36.675 +65.0 •80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +85.0 -80.0 +65.0 -75.8 w %-% " .29.463 +65.0 -80.0 +65.0 -60.0 1+65.0 1 -80.0 +65.0 1 -80.0 1+65.0 74.1A +65.0 •67.66 g m to ". 1135/8' custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 .80.0E+65.0 -80.0 +65.0 -70.6 _ %-1/3+/ 33.166-3B.222 +65.0 -80.a +65.0 -8(10 +65.0 -80.0 +95.0 -80.0 •80.0 +65.0 -76.9 a %4_1/z% " -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 74.1A +65.0 .67.5E 120' custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 -75.7 custom 33.186-38222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 -011.0 +85.0 -71.3 wu�a "MIN.SASH N7DfH(FLANGEWNDOWS)-DVERALW10TH-695W •-78.OFORGIASSTYPE7 ``"II111 I/ NAf "MSASHWIDTH(Fu16E0UALiEGWINDOWs OVERALL WIDTH,OVERA WIDTH,57.5w `` �OtyY LY 8I �CEN *; No.58705 NOTES: �'o.•• z0•:� 1)OVERALL,(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL.FIN AND EOUAWAG WINDOWS,SUBTRACT 1'FROMTHE TIP 70TIP DIMENSION IN •:R�RIOP.: THE TABLE TO DELERMWETHE W NDOW 6M / .0It NAL IEN�` 2)FOR SIZES NOTSHOWN,ROUND IRTO THENEXTAVAILABLESITE ALYW7NnlER,PE PEObw03 TABLE iG n Pressure bsHt2 torXOX Windows Glees Typal:8, n 11 OWEEIII Sash Sash Design Meeting Rag:Standard 6`AN GLASS Width Configuration Width Range On) 21-IIW Overall Hgt. 29'OLemll Hill. 3r Overall Hitt. 49°Overall Hilt. 55'Cherall HM. 63'Ovemil Hgt. 'gyp 6ne•AHctAss 1/?/r% 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +BO.o -110.0 +80.0 -110.0 30 ,34. 23 PRODUCT REVISED 1/s-✓�� 12.063-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 410.0 K Bu� `wro'�'Fw'a'1/rl 12.038-13.302 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 NOA-N49° Bon oat SI S 0YS-1/a-1/s 13.303-16.675 a80.0 -110.0 +80.0 -1t0.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 5�,, y1� {+ 53-IIW 1/_+/rY4 12038-14.333 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +SD.O -110.0 +80.0 -110.0 +80.0 410.0 32 Bra +a0 Pmm %-11-% 14.334-18.050 +80.0 -110.0 +B0.0 -110.0 +60.0 -110.0 +S0.0 -110.0 +80.0 410.0 +80.0 410.0 GLASS TYPE B A)NO CHANGES THIS 81' Ys-Yr1/ 11038-16.302 480.0 -110.0 +80.0 -110.0 +80.0 .110.0R-2 -110.0 +80.0 -110.0 +80.0 -110.0 SHEET. 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 +80.0 -110.0 {.--.-�-1yIVNOM. JR-03/1120 1/,1/�/ 12 038-20.062 +80.0 '110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 410.0 +80.0 -99.2 I ""Se ST""` 76' custom 20.053-22.185 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 410.0 +80.0 -1 00.0 'AIRSPACE S0 m a 1//rya ?2188-25.975 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 -110.0 +80.0 -110.0 +80.0 410.0 TP Guss 3MWAN GLASS - -24.082 +60.0 410.0 +80.0 -110.0 +80.0 .110.0 -110.0 +8D.0 401.0 +80.0 -90.5 31 74 p o TOc 92.1181 custom 24.083-28.185 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 80.0 -110.0 +80.0 410.0 +80.0 -105.2 ������'�^,,O,,' y %3-1/3-Y3 28A68-31.048 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 402.3 R 1 si SSSITE p o W o 1/1/1/ 25.302 +80.0 .110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -101.0 +60.0 -90.5 4 =W 9r custom 25.303-27.165 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -102.7 v- 70-73 Z ;rNa W W 27.188-32.675 +80,0 -110.0 +80.0 410.0 +80.0 -110,0 +80.0 410.0 +80.0 -110.0 +80.0 -98.9 R o>GLASS TYPE 10(ANNEALED) Zro 1/1/r% -28.302 +60.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11(TEMPERED) W D� °-' 109' custom 28.303-30.185 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 o m O Y�1/31/3 30.186-36.675 +80.0 410.0 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 gtj g tj Y?/r% -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -101.0 +80.0 -90.5 C W LU r.0Dos 113-&W custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 GLASSTYPFSS-16 = LU Ya_%1/3 33.188-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -9P.3 'IMTHINNTTEGRALFDw z z %'/r%s -31.052 *BO•o -'110.0 +Bo.a -110.0 +80.0 -110.0 +Bo.O -110.0 +fio.o -101.0 +fio,0 �O.s •FS t� 120° custom 31.053-33.185 +80.0 -170.0 +B0.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -102.9 +80.0 -91.5 o = custom 33.188-38.222 +80.0 -110.0 +g0.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -MIN,SASHWIDTH(F(ANGEW DOWS)= 2 OVF.MLLWIDIH-59.556 O'��lr rrrrr', QV`f LYN)V °'HRT.SASHWIDTH(EQUALIEGIMKDOWS).OVERALLWIOTH-67.5% • �(�;�ICC•NSF-•%!�'i * n No.69703 ' NOTES, ^73•i vl STATE 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL LEG 'O��'•.FT0R10N...�C���: WINDOWS.� .iNE t187FUCT THE �TIP TO TIP DIMENSION IN THE TABLETO 70NALI�NG�• 2)FOR SIZES NOT SHONM,ROUND YZTo THE NEXT AVAILABLE SIZE. A LYNN MILLM PP REA 55705 J it TABLE 11: Sash Glass Types:9,12,13,14,16 Overall sash width Design Pressure(Ibslt'�)for XOX Windows Meeting RaIC Standard DWSG- a•HsalAss Width Conftguretion RaNG On) 214/8'Overall HgL 29"Overall Hgt. 37'Overall HO. 49"Ouerel1 Ho. 65"Overall Hgt. Sr Overall HgL 3H6 xscuss 12.038-12.052 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30 44• 1/i%r�/4 23 PRODUCT KrASED 1/a-1/a+/a 1z053-15.008 +80.6 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 1rrtxu ;:RmM.9PW1h1°iF1o1d. 12.036-13,302 +80.0 .110.0 +80.0 -110.0 +60.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 GLASSBRE NDA-Na 20.04011.04 4y E7tTERIOR �.�,n DEN I 120 3 13.303-16.675 +80.0 -110.0 +80.0 .110.0 +80.0 410.0 +80.0 -110.0 +80.0 .110.0 +80.0 410.0 /43 `7y1� 74 53-118" / 1/4 12.038-14.333 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 410.0 92 0� aa..�om,�u last Y3./s% 14.334.18.050 +80.0 -110.0 +80.0 -110.0 +B0,0 -110.0 +80.0 410.0 +80.0 .110.0 +80.0 -110.0 I ASS TYPE 9 A)NO CHANGES THIS %j, /% 12.038-16.302 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +8a,0 -110.0 +80.0 -110.0 +80.0 -110.0 SHEET. 81° Yr%%s 16.303-20.675 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +BO.0 -110.0 +80.0 -110.0 +80.0 -110.0 4�--�{-G�ACR i JR-03/1%0 YrY2-% 12038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 .110.0 +80.0 410.0 +80.0 -110.0 AIRSPACE I � 76' custom 20.063-22.165 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +60.0 410.0 VVANOR TP ayss R•HSGLASS �%a t� 22186-26.676 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +60.0 -110.0 +80.0 -110.0 31 74 S[zr. 1/i/r%4 " -24.082 +80.0 -110.0 +B0.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -108.76 Yi y92-1IW Custom 24.083-28.185 +80.0 410.0 +60.0 410.0 +60.0. -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 1®OR 1 trr NOW t00� �'�e C GLASS SIM Qa to26.186-31.048 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 )FOR pro '25,302 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 406.7' a s9T custom 25.303-27.1&5 +B0.0 -110.0 +80.0 -110.0 +80,0 -110.0 +60.0 -110.0 +60.0 410,0 +80.0 410.0 S\.." 70.73 z Q C 7" sxa 27.188-32.875 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +60,0 -110.0 GLASS TYPE 12 ANNEALED ��11 %41/r%4 GLASS TYPE13(TEMPERED) i Or 9 -28.302 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.T z ( W 109" custom 28.303-30.185 +60.0 -11o.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -L < O a- 1/a 30.188-36.675 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 ¢ W m /r�4 •• -29.463 +80.0 -110.0 +80.0 A10.0 +BO.0 A10.0 +80.0 410.0 +80.0 -11a.0 +8070 -106.T 13116'NOM �--•�-GLASSSTACK N w•us 113.6/8' custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11a.0 +80.0 -110.0 I z = 1/,Y Y 33.188-38.222 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60,0 -110.0 +80.0 410.0 +80.0 -110.0 sn rANGR AIRSPACa Dw� M Y Yr%4 '" -31.052 +80.0 -110.0 +8D.0 -110.a +BO.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.T 1PG 6 IB-IrBa LASS z m 120' euatom 31.053-33.185 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 37 74 Q Q = custom 33.186-38,222 +80.0 410.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 1�A DR t �• om •�w RSP •' NOLL MIN.SASHW]YrH MANGE WINDOWS)=OVBiAIl WIDTH-58.556 '-110.OFORGIASSTYPESa,12,13a15 GIASB ar1E 2 wori NY LYN/y ' ^MM.SILSHVADTH(EOUA1AMVVNDDWS)-OVEPALLW1mM-57658 ( 7o-73 4�P 'WAYGLASS TYPES 6-f6 9®OR 3 _* No.58705 NOT N 8EcRuaSEDFor GLASS TYPE 14(ANNEALED) =-G (�L *- • LASS TYPE 16 frEMPEREDI ;70 c °� NOTES' FRAMES G �0�'•,• ATE OF (V� 1)MMVIL(M TO MP)DDENSIONS SIMM FOR EQUAL-LEG FS'•.�20.!to. WMWWS.SUffMCT1•FROMTHETLPTOTPDIMENSnmwTHETABLE S� NAL NG�TO DMEM NE THE WOmOW SIM 0 ��/r/ r MI I 1 vEvt`� 2)FOR SIZES NOTWOM.ROUND UP TO THE NEXTAVARABLE Ste. A LYNN MILLR P.E. RC/60M J 4 TABLE 12 Anchor Quantifies forXO&OX Windows Glass Types:1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Meeting Rail:Standard OveralWahl 21-1/8"Overall Hgt. 3T Overall Hgt. 49"Overail Hgt. 65'OLerall Hgt. 63"Overall Hgt. a a 12�C3H2 41 Head&SIII Head&Sill Head&Sill Head&Sig Head&Sol PRODUCT REVISED 20' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 u comvrlm m�FbHae Duilmlp 25' 1rC2+1 2 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 CLUSTER OF3 No" 20-0406.04 2ANCMORS ANCHORS 4ANCHORB E mDA /3120 CFllrEREO AT THE ]ANCHORS AT IN THE 37' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ATTH£ THEFBLEOLIM e Glf SASH YWI / 49' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETINGRAIL 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2r MAXD.C. A)NO CHANGES THIS 8T 1•+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 MAX t`� SHEET. 74' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 -, r -_, '1+ 1+I FOR GLASS TYPES 1.488 VMAX JR-0311120 TABLE 13: 22-12" Glass Types:8 thru 15 MAXO.C. m Anchor Quantities for XO&OXWindows ^+EETI +ORAL Overall Overall . Meeting Ras:Standard 2 S pa REPEATANCHOR PATTERN ATSBL p Width 21-1/8"Overall HgL 37-O Hgt. 49"Overall Hgt. 55" t. 63 Overall Hgt. Overal I O (S N � 0 Head&Sill Head&Sill Head&S15 Head&Sig Head&S81 _ 0a 12•MlVL s• O.C.•1+--y MAX O.C.•�•I f•�— 0� z o 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+L7+1 3 1+C2+1 3 z LL g LLf 26' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �r1 2 m* i"X roN 37' 1+02+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /// 3-ANCHOR n 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 / 2E w o Or 1+C2+1 2 1+C2+1 2 4+C2+1 3 1+C3+1 3 1+C3+1 3 J 0 87' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2*C3+2 3 2-ANC OR 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 0 i2 CLUSTER DETAIL CLUSTER DETAIL pip = wa TABLEt+: +"MAX O.C.•-+i �•�• F � � 4 m Glass Types:8 thfu 15 z Anchor Quantities forXO&OX Windows Meeting Rail:Healy Duty CJ Overall 21-1/8"Overall Hgt. 37"CWmIl HOL ve 49'Orall Hgt. 65"Otetall Hgt. BY Ouerali Hgt 78"Overall HgL a Width Head&Sill Head&SIII Head&SIII ,� Head&Sill Head&Sill Head&Sill //// /// m alp��mI 20" 1+C2+1 2 1+C2+1 21 1+C2+1 3 1+C2+1 131 1+C2+1 3 1+C2+1 4 O�1Y'LMA, 25' 1+C2+1 2 1+C2+1 2 1+C2+1 9 1+02+1 131 1+f2+1 3 1+C2+1 4 4-ANCHOR ceNse••.! 37' Nl'x+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL No.a3705 *i :*- 49' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 131 1+C3+1 3 1+C3+1 4 -0;a 61' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+04+1 4 NOTEffi 0'• y! �'� 1)OVERALL(rIPTO TIP)OIMENSIONS SHOWN.FOR EQUAL.LEG �'�`'• F 6'T 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+04+2 4 vvlNOa+rs,suerRAcrrrnoM THEnPTOTw oarwsloNwTHETAeLE ':FS+'F�ORIOP.•'G\�,` 76' 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+04+2 6 TODE78aAINETHEMAMSM ZONAL E�v�` 2)FOR SUES NOT SHOWN.ROUND OTOTHENEXTAVNLABLES2E '1j1 fill lt"01 A LYNN MUM PZA5e1M TABLE 1S: Anchor Quantltlea for XOX Windows Glass Types:1.4.5 OvaaO Sash Sash Meeting RBIs:Standard 1r MAx.o.0.-I�---+i Vykith 1-1/8"Overall Hgl 21'Ooemil Hilt37-Otemll Hpt 48'(MER H9L 66'0AMUWI Hgl or OMW1 HgL WIdN Cor18gum0on Range(m) a Head&Sm � Head 8 Sll � Fund 8 SIO � Head B SIII � Head d S01 � Head 8 50 17 D38-1052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 PRODUCT RE FD 2 4B a-a �i sale r 12063-16A08 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 WdM N011-Na 20-0408.04 49' 1/4-%x-%4 12038-13.302 1+C2+1+C2+1 2 1+(2+1+C2+1 2 1+C2r1+C2+1 2 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11 812312023 PIK 13.303-18.676 1+C2+1+C2+1 2 1+C2r1+C2+1 2 1+C2+1+C2M 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ay. a4 12038-14.333 1+C2+NC2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR r�63-118' CLUSTER DETAIL 14.334-18.050 1+C2+1+C2+12 1+C2+1+C2+1 2 1+C2+1+C2+12 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C1+1+C2+1 3 A)NO CHANGES THIS 81' 12038-18.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1N�+1+C2+1 3 S18.3D3-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12038-20.062 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 JR-03/11/20 7r20.063-22.186 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+c2+1 3 r r a 22188-25.676 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 m 4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+c2+3+C2+1 3 1+c2+3+C2+1 3 ��500 -v 62.118' custom 24.063-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 p o N r/r/r+/3 26.188-31.038 1+C2+1+C2+1 2 1+C2r1+C2+1 21 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 Y .ws O Q -Tfr%4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 93 _ to z or custom 26.3D3-27.185 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2+1 3 1K2+2+C2+1 3 OLL$ o custom 27.186-3t M8 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 U W -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+c2+1 3 �N- 108' cuat0m 28.303-29.183 t+C2+3+C2+1 2 1+C2+3+02+1 2 1rC2r3+C2+1 2 1+C2+3+C2+1 3 NC2+3+C.2+1 3 1+C2+3+Wl 3 �n custom 28.188-31.038 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+02+3+C2+1 3 1+C2+3+C2+7 120' 4 I r a " .31.038 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+3+c2+1 3 1+C2+3+C2+1 3 1+c2+3+C2+1 3 Q� LL MIN.SASH WIDTH(FIANOEWINDOW3)�OVE eiI VVID'T11-6T_B24 0 R O 2 FjC -UR SASH WIDTH(EOUAL4EG WNDOM- YAM-56224OVERALL ® n1 2 GUIDE TO USING ANCHOR QUANTITY 1 3 C wt C7 TABLES FOR XOX WINDOWS: 4 z _ Iz H m CLt1STEROF2 CWstER OF2 ANCHORS ¢ _ ANCHORS ANCHORS INTHE vI2 nca 1 ANCHORAT CEHTEREDATTHE CF3TTERED ATDIE JAMB THE SASH 3ANCHORSAT VEER RAIL MEETING RAILTHE FIXF1 LITE "`1NY LYry 22-1/r MAX.O.C. _ _ 1NNCHOR AT N,���. r MAX -�-^1r O.C. THESASH Pta.:•(JCEN�;•.�(�%i r. XULM OXHOTM .�0• TE Ir- 1)OVERALL(RPTO MFj DIMENSIONS SHOWN.FOR EQUAL-LEG NO RAIL REPFATANCHOR PATTFAN AT6LL WINDOws.SUBTRACTI-FROM THE TIP TOTPDIMENSION IN THETABLE TO DETEFLWNE THE W WOOW S2 I I L I I I I11" 2)FOR SIZES NOTSHOWN.ROUND UPTOTHE NE)CrAVAIIABLESM A LYNN h1UM PE P.E#samS TABLE IS: AnchorQuantidesforXOXMllndows Goes Types:2.3.6,7 CLemll Sash Seth Meeting Rail:Stadald VMh Cad0ae0on width 21-1J8'Ousa11 HgL 2D'C*ndl HgL I 3r O*rali Hgl. I 46.Otaau HgL SY Otemmll Fk¢. or Otedl HgL t2•NA%,O.G-1+- PD) Head 6 Bill Head a sib Head&SI0 Head 6 SIO Head&Bill H02d 8 S01 + t t 12A38-12.052 1+C2+1+CY+1 2 1+C2+1+C2+1 2 I-C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 // PRODUCT Wth REVISED the F[mlda 44, /4-/r/4 mp Yr%rt/a 12.0W-16.008 i+C2+1+C2+1 2 1+C2+1+02+1 2 I+C2+1+C2+1 2 I+C2+1+(2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 // �j/ NOA-N zaoaoe.aa 49' I Iris 12.038-13.302 1+C2+1+C241 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 llm Datr IS 3 2023 �r/r� 13.303-16.876 I+C2+1+C2+1 2 1+C2+1+22+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1-C2+1 3 1+C2+1+C2+1 3 BY' 63.1,8' y 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+I 3 2+MNCH LUSTER DETAIL W. AM thodoc,CCa trot C %rt/r%a 14.334•18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+f2+7 3 1+C2+I+C2+1 3 1+C2+1+C2+7 3 A)NO CHANGES THIS %4 t/2-1/ 12.0 8-16.302 I+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 I-C2+1+C2+1 3 1♦C2+1+C2+1 3 1+C2+1+C2+1 3 MAX ._..1 Lam.., SHEET. 61' %r�rt/3 16.303.20.676 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1aC2+1+C2+1 3 1+C2+1+C2+1 3 � 0.0 I I JR-0311120 Y YYY4 120218.20.062 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76' custom 20.053-22165 I+C2+1aC2+I 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C.2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Yrt/rY3 22.188-26.876 1+C2+1-C2+1 2 I+C2+1+C2+1 2 1aC2+1.C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 aa0 iO a -Yr1/4 " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2a3+C2+t 3 1+C2+3+C2+1 3 1+C3+3r03+1 3 � S,+ 62.11W custom 24.083.28.185 1+C2+2+C2+1 2 1+C2+2+02+7 2 I+C2+2+C2+1 2 1+CS+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 O}ti ,r$,e p t/r�r�a 25•188.31.048 1+C2+1+C2-1 121 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 3-ANCHOR Otpi N z -25•302 1+C2+3+C2+1 2 1+C2+3+C2+t 2 I+C2+3+C2N 2 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+G3+1 3 CLUSTER DETAIL Z g 6r Custom 25.303-27.185 I+C2+2+C2+1 2 I+C2+2+C2+1 2 I+C2+2+C2+1 2 I+C2+2+C2+I 3 1+C2+2+C2+1 9 1+p+2+C3+1 3 =ui ,re U U -; t%Yr Y3 27.188-32.675 1+C2+1+C241 2 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 LU z Q 'm F nxo t/r% '^ -2&302 I+C2+3+C2+7 2 1*C2+3+C2+1 2 1aC2+3rC2+I 2 1+C2+3+02+1 3 1+C2+3+C2N 3 1+C3+3+C3+1 3 tO 106` custom 28.303-30A86 t+C2a3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2r3+C2+1 3 1+03+3+C3+1 3 Z m W t/Yr% 30.188-38.676 1+C2+2-C2+1 2 1+C2+2+C2+I 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+02a2+C2+1 3 1+03+2+C3+1 3 tp O Y4-1/rY' " .29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 ¢f- 113.6r6' custom 29.464.33.186 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 3 1+03+3+C3+1 3 s Nj GUIDE TO USING ANCHOR QUANTT7Y -+/a-% im I+C2+2+C2+1 2 1+C2+2+C2+1 IN 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX VNNDOM: z p Yi 1/rY4I+C2+3+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+7 3 1+C2+3+C2+1 3 I+C3+3+C3+1 3 =12(' custom 1+C2+3+C2+1 2 I+C2+3+C2+1 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 7 acustom 1+C2+2+C2+1 2 I+C2+2+C2.1 1+C2+2+C2N 3 1aC2.3+C1H 3 1+pa3+C3+1 3 14C +3►C 11 Cd ? O 0 E -MrN.el18HWIDTH(RAN0EWNDOWS)-OVERALLIMDTH•SB.eSE G Q = -MO1NSASHWIDTH(EQUMA2GWOIOOWS) OVERALLW701H-87.1150 +lu 2 CLUSLER OF2 CW6TEROF2 3ANCHORS t „T cENiEUR HORS 3ANCHORSAT cENIEANCHORS RWATTHE I,"THE tu� ��I YILYN/,�''. NEEIOIG RAIL THE FOCE InE NEEIWGRAa pN,,,....Ng�� 22.17 MAX O.G 1ANCM0RA7 �� JCENs�c'•.� g MIAX -�12'LIAX .C. IHE BASH ` •• ��� NO .58705 NOTES, G-wxas a= 1 OVERALL TO DUENSIONSSHOWN.FOR EQUAL-LEG X O X �O STAR OP r�C WINDOWS,SUBT FROM THE RPTO TP DIMENSION IN THE TABLE TODETERMINETHEVAN SIM 21 FOR SM9NOT SHOWN,ROUND UP TO THE NEXTAVAl1ABlESIM / GRAIL REFEATANCHOR PATITRNA7BIL S�"INALIII I A LYNN Nn,cv M P.EC587B � 1 TABLE 17: • Glees Types:S.10,11 Sash Anchor QuanllNes for XOX Windowsovemd Meeting Rail:Standard Width Width Sash Width 21.11lr 0 W H9L 29-Overall HgL 3r OM811 Hgt. 49-Ofemll HgL 5W Overall 83'OveraO W MAX ID.C.--�—.•I Cordguetton �M) Head&SIB Heed&Sul Heed&Sill Head 6 SE Head&$10 Head&Ssl %r1j�Z.1/4 12038-12052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1aC2+1 3 1H�+1+C2+1 3 =01mPRODUCTREVISED 44' co ng 12053-15.008 1+C2+1+C2+1 2 1+C2M+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /// /„ NOAA-NN. e�20.040F g 04 49' 1/4-' /4 12038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 MUM D�8133 Y076 1+C2+1+C2+1 21+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1a1x+1+C2+1 3 1aC2+1+C2+1 3Y.-%-Y4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2 ANCHOR 65.178' CLUSTER DETAIL YrYr1/3 14.334-18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 3 /+C2+1+C2+1 3 A)NO CHANGES THIS %-% 12038-18.302 1+C2+2+C2+1 2 C2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 3 1+C2+2+C2+1 3 1+C3+2+p+1 3 SHEET. 81' PMWL O.C.•-++ YrYrY3 16.303.20.676 1+C2+1+C2+1 2 1+C2+1aC2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1ap+1 3 1+C3+1+C3+1 3 JR-03/1120 Y4 12038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 t+p+3+C3+1 3 78' dlgtom 20.053-22185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+02+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 m 1/r1/r� 22.186-26.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 n 5 •a Y4+/r% -24.082 1+C1+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 14p+4+q+1 3 1+C3+3+C3+1 3 O � N 92.1/8` custom 24.W3-26.1B5 i+C2+Z+C2+1 2 1+C1+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 >N •I°s 0 a Yr1/3-Y3 28.186-31.M 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR 9+�g Z Z Y4-%rY4 25.302 1+C2+3+C2a1 2 1+C2+3+Ct+1 2 1+C2*3.C2N 2 t+C1N+C2+1 3 1+C3+4+p+1 3 1+C3+3+p+1 3 CLUSTER DETAIL z'�ffi Or custom 25.303-27.185 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+3+C2+1 3 I+C3+3+C3+1 3 1+C3+2+C3+1 3 =W YrYrY3 27.186-32876 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 9 1Zu_ n«a YrY4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 3 1+C3+3+C3+1 3 s> i 10V Dlgtom 28.303.30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 Z y Yr1/r% 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+p+2 3 1+C3+2+C3+1 3 p Y4/rYi " -29.483 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 31 1+C3+4+C3+1 3 1+C3+3+C3+1 3 K 113b78' raetan 29.4B4-33.185 1+C2+3+C2+1 2 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+p+1 3 1+p+3+C3+1 3 1+p+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY ° tJ TABLES FOR XOX WINDOWS: St K Yr1/r1/s 33.186-38.222 2+Cd+2+C2+2 2 2+C2+2+C1+2 2 2+C2+3Kx+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 0 = I Y4-Yr% -31.052 t+Lx+3+Ct*1 2 1+Ct+3+C2+1 2 1+C2+a+C2+1 2 1+C2+4+C2+1 3 1+CS+4+C3+1 3 1+C3+3+C3+1 3 F m C+ c 120' wotom 31.053-33185 i+C2+3aC2a1 2 1+C2+3+C2+1 2 1+C2+3rC2+1 2 1+C3+4+CSr1 3 1+pH+C3+1 3 1+C3+3+C3+1 3 1eC Is3 s1 G_ Z p custom 33.186-39.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3/3+C3+2 3 -UK SASH VADTH(FLANGE WINDOWS)'DVFRAII-y2 TH-68650 Q Q MID �s+o m•5 -wN.SASH WIDTH(EOUALLWVKNDOWS)=OVERALLWIDTH-5'r.856 CWSiEROF2 CLUSTEROF2 3ANIHr; 2 ANCHORS 1TMCE71 AT CENTEREDATTME 3AHCHORBAT CENTFTtEDATiHE IyA. ��`��NYILYNN7j'�, MEETING PAIL NIEE77NO RAIL •. THE FDOED 11TE e1� .10ENgt:•:k/(l 22.1?MAX.O.C. 1ANCHORAT N •.�P MAX 12' C. THE SASH —1�; o.5870S NOTES: I A:• 1)OVERALL(TIPTOM DINENSIONSSHOWN.FOR EQUAL-LEG X O X PALAX �O'n•••• A F WINDOWS.SUBTRACT 1'FROM THEMPTOTIP DMV.NMON IN THE TABLE i��`s•'' OlilOP,,: ��`�� TODETERNINETHEMANDOWSOE / yam REPFATAHCHOTTERNATSaL �'�S;�NALIENG`� 2)FORS�S NOT SHOWN•ROUND ILPTO TIE NEXTAVAILABLES�. UEETING A LYNN TALLER,PE P.E46M05 1 TABLE 1e: 1ruAx:oa-�---� Sash Anchor Quantltl9aforXOXWindows Glassng�S1trdant! ,is Ua�l Sash W)dth 21-1/8.OVerallWldth coM9um6on H9L 28.Oueleil HgL 37.Ou1•a0 Hgt. 49.Overall HgL 6S OtemO HgL Sr83'Overall Hgt. Renee(In) Head&SIB Head&Sill I Head&S10 Head&SIII Head&Si0 Head&SIB I 12038-12.052 1+C2+1+q+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2++C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 PRODUCT RH tb.Fl 1 q��ryI��with tM FbHda 44' NNWng° -Cod. 12053-15,006 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+NC2+1 2 1+C2+1+C2+1 3 1+C2r1+02+1 3 1+C2+1+C2+1 3 2-ANCHOR NOMIo. 20.0400.04 12038-13302 1+C2+1+C2t1 2 1+C2t1+C2+1 2 HC2+1+C2+1 2 f+C2N+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Dey3 49° CLUSTER DETAIL 13.303-16.575 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.038-14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 NV a P %r1/r%a 14.334-16.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A)NO CHANGES THIS %-%2% 12038-16.302 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+02+2+02+1 3 1+C3+2+C3+1 3 SHEET. e1' %r1/r%a 16.303-20.675 1+CZ+t+C2+1 2 1+C2+1+C2+1 2 1+q+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 z JR-03/1120 %-Y/ 4 12.038-2D.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3r1 3 1+C3+3+C3+1 3 78' custom 20.053-22185 1+C2+1+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+c3+2+C3+1 3 1+C3+2+C3+1 3 m 4H %rs/3-% 22AB8-25.876 11C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+q+1 3 1+C3+1+C3+1 3 ����tttt1111 �Sn a �4 1 � -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+CZ+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+CS+4+c3+1 3 3-ANCHOR ofSO +•a 92-1/8'. custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+q+2+C3+1 3 CLUSTER DETAIL N n=o Oa, A s/r%r1l 26.188-31.046 1+C2+2+C2a1 2 1+C2+2+C2+1 2 1+C2+2+C2t1 2 1+C2+2+C2+1 3 1+C3+2+q+1 3 1+C3t2+C3+1 3 O 0) Z 1 1 t •• -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+4+C2N 3 I+C3+4+C3+1 3 1+C3+4+C3+1 3 z w S ' m -/z/4 a•AV oc.-.� �- zu-m 97' custom 25.303-27.166 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3+1 3 1+q+3+C3+1 3 U U d -i %r1/r1% 27.188-32.676 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+q+2+C3+1 3 Z v a %4-%r%4 -28.302 1+C2+3+C2+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+q+1+C3+1 31 1+C3+4+C3+1 3 f09" custom 28,303-30.189 1+02+3+02*1 2 i+C2+3+C2*1 2 1+C2+3+C2+1 2 1+C2+3+(x+1 3 1+C3+3+03+1 3 1+CA+3+C4+1 3 �Z" m 30.188-38.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+03+2 3 2+04-3+04+2 4 O - -29.483 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 3 74C3+4+C3+1 3 1+C4+4+C4+1 3 ffi f- 13L/8' custom 29.464-33.196 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 12 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+G/+3.C4+1 3 4-ANCHOR g N 33.188-38.222 2+CZ+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+q+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C6+2 4 CLUSTER DETAIL �- w I+%r1/ " -31.052 1+C2+3+C2+1 2 1+CZ+3+C2+1 2 1+C2+3+C2+1 2 1+C2+/+C2+1 3 1+C3+4+C3+1 3 1+CA+4+C4+1 3 X: Q a 12C' custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+q+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 z 0 custom' 33.1B8-38.222 2+CZ+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+c2+2 2 2+C3+3+C3+2 9 2+C3+3+q+2 3 2+C4+3+C4+2 4 1 3 1 O x •'MIN.SASH WIDTH MANGEWRDOWS)•DVERAIL ynDTH-Se.55a Q 2 2 < wN.SASH VADTFI(EQUALLED W WDOWS)>OVERALL WmT11-67558 GUIDE TO USING 2 ANCHOR QUANTITY cWSTEROF2 CLUSTEROF2 TABLES FORXOX ANCHORS ANCHORS 3ANOHORa `�"`l`"`��, OR S 1 ANCHORAT CEHIEREDATTI¢ cENTEREDArU. i J``pp1`(.Y.. WINDOWS' TNE5A91 MEETING RAIL TMEFODHIEDl1ATTE MEETNOPALL .` •C�''.-UCEN Mi '• Sp'•fl �i 22-12'NN(.O.C. tANCHORAT P MAX _ _ 12-MAD C. THE SASH _�•; No.58705 - NOTES: '- 1 r--- r A fit/�2� ••:/u� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOAN.FOR EQUAL410 _ _ ____ - - 0' OF WINDOWS,SUBTRACT I•FROMTHETIP TO TIP DIMENSION INTHE TABLE TO DETERMINE THE WINDOW SM / •• NG` 2)FOR SIZES NOTSHOWN•ROUND -TOTHENDITAVAIIABLESIM MEETNO RAIL REPFATANCHORPATTERNATSLL MNA11 LIE��.` A�LYNNN IIER Pm PEa"m ( n i INSTALLATION OPTION I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGH FRAME INT02X WOOD FRAME ANCHORED THROUGH EHAAE ANCHORED THROUGH FRAME AND IX BUCNSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY WTO CONCRETE/CVLL INTO CONCRETFJCMU.SEE NOTE2.THIS SHEEP. 1/4'AIA7(.SHIM ` EDGE DISTANCE EMBEDMENT SEE TABLE 1/4'MAX.SHIM•+I L._, f NOTE B.FOR EMBEDMENT HEAD TYPE BASH WIDTH 12 4 PRODUCT RlV18lD 1/1'r� p EYIDEOMENTEDGE •• •.., UOMWIDTH J.'. EDGE neomWrb .III Ca FbIM. OISTANCB A!{••:.'. 1 17 ••.,.% • DISTANCE NO 20.0400.04 flan D 812300.04 TYRANCHORTYPE. *,.:.•: FIXED VISIBLE 12023 EAIBEDMENTAND EDGE r LKUITWIDTHyIQ4Gld DISTANCE PER SUBSTRATE, f 1' MinA AG homet0 SEETABLE78. 12'LENOTH,CEfTE(® 63 A)REVISED ANCHOR 1 zOAgpy JxrEmoA z TYPE TABLE. Eyt41 A a° •• •• I 14 16 JR-03/7120 .ANCHORTYPE, 7YP.ANCHOR TYPE, EMBEDMIam DI TANCEPER FM7®EDMENTAND EDGE DISTANCE PER DISTANCE PER F 0� -� SUBSTRATE,SEETABLEIO m Q SUBSTRATE•SEE TABLE IB S NOTE B FOR HEAD TYPE. W a NOTE BFOaHEADTYPE. HORIZONTAL SECTION AAVISIBL a (SHOWN WITH I.G.GLAZING) O p UGKT N UGHi 11 LIP MAX SHIM >n uc0 O OVE;AU. HEIGHT �j N Z HEIGHT 4 INSTALLATION O LL 2 ' o OPTION 4 ANCHOREDTTHROUGH u2UQ11 U oo��d .J.I FRAME WO METAL TYRANCHORTYPE G 2 13 EMBEDMENT'AND Z 10 40 60 EXTERIOR DISTANCE LL,r�TL'��1 6EETABLEIBPER � O 0 IB �J Q m T 14 15 MIAMWMDE APPROVED MUWON,MO ® ly, COMPIIANTALUMINUMMBTEE.FRAMING O Z torus OR STEEL STUD.MAY BE VIRTICALOR FLENGTH,CENTERED HORIZONTAL SECTION C-C HORVDNTALSEESUBSTRATE x o ATMEETINO RAL. MHOWN WITH MONO.GLAZING) PROPERTIES,TABLE I0. M CHORED VATH(4) Z ,)AN 9CREW8,(F 64 u Q ONLY REQUIRED IF NOTES: T IY F Mh Edge Ulm OVERALLHEGHTIS Alltdgr Sub11rs1e tufp EmbdOOW _OVER Or. 1)USE ONLY SUBSTRATE-APPROPRIATEANCHORS LISTED ON �fu. TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Sou h-PGq(50=0.m) IF 1-N8' ANY INSTALLATION OPTION SHOWN MAY BE USED ONANY SIDE N2 Slo,L AIum_.e083-TBAin 3/F O.Ofq' A)MM.OF 3 THREADS OFTHEWINDOW. I"Ix410 BEYONDTITEMETAL \tttlllilTrrf ss saew A3e suel a a D.Dxr SUBSTRATE ".\`ONY LYNN''f,, •f�••.• „*:�. +` Sted Stud,GC 33 mK 31F M015'(18 GB) �••.•CEN••.�1/4'rM7L ENBEOMEM 2)MM90NRYANCHORB MAYBE USED INTO WOOD AS PERTABLE B)USEONLY FLATHEAD V �( 6H0A ,.•I. •,4'.• 18.ALL WOOD BUCKS LESS THAN 141rTHICKARETOBE Cawele(mia3.35k.1) 1' 73W •• `YF'•;(�,' CONSIDERED IX INSTALLATIONS.IX WOOD SUCKSARE UP d10 S9 Urem1A-(MU.(AMCAD) 2-1MY 1-1w SILLPA9WHFLATHEAM .,•P p WOR OP IONALIFUNR ISDISTALLEODIRECTLYTOSUBSTIIATE �0 SILL PAWHE7UFLATHEAD _*: No.6B708 = /V"rl •'•:'...�'•. WOOD BUCKS DEPICI1DA52%ARE 1.1R'THICK OR GREATER IX SouOem Pin fS(i=0.687 1• 1a1F TYPE IS ALLOWABLE FOR T}- 77YYqR ANCHORTYPE, AN02X BUCI(S(WHEN USED)SHALL BE DESIGNFDTO PROPERLY t/P&�eI Comab(mIrt 283 AAp 1' V318' ANCHORS IN THE JAMBB _-G:� DIST E�EDCa PER S BSTR TRANSFER LOADSTO THE MRUCTURE WOODBUCI(DESIGN UAL !!jMRed CMU,(ASTM C80) 2.12• 1-0/P C)TIHGROUTED CMU' FAO.•• TATE OF DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE REBPONSIBILTTYOFTIIEEAGDNEER SaNrm Pare(SPA.SB) 1' 139' VALUES MAY BE USED FOP �'O INSTALLATION OPTION 2 SEE TABLE19. ORARCHRECTOFRECOR4 CPAveb(ntlrt3.00ke9 tarts• 1aIF GROUTEDGIdI ' •'••<ORIOP,.+'�_�. ANCHORED 1HaoUGx FRAME 1/P SOW DIRECTLY INTO CONCRETEICMU. 3)VISIBLE LIGHTW70TH ORtEIGHT(ALSO REFERWTOAS UCraml♦ etl fXAU,VLSTM CBtn I-Ilr 1.1/P APPLICATIONS. off/`,S�ONAL LNG`` DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BFADINO. Soutlem Pin(SG�.86) P farF fffr 11II111\\\ VERTICAL SECTION B-B ALYNN MIUDt,PRE PFJBdfm L' INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGH FRAME INTO 2%WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND 7%BUCKSUUP OR BUCRSTRIP.SEE NOTE2,THIS SHEET. DIRECTLY INTO CO1NCCR.EIEICMU. INTO CONCRETEICNU,SEE NOTE 2•THIS Sf£FF. EDGE DISTANCE EMBEDMENT I 114 -MAX.SHIA 1�--•VP MAX.SHIM -T— a EMBEDMENT T •.-'. S GH W OTHtBLE 12 1/4'MAX O EDGE UGHTWIDTH I�ROOUINGHInggRwtthLtln Flsmd. SHIN EMBEDMENT DISTANCE t7 ( F.Dt,E /ulWl�Cotl� J..{,,,^ DISTANCE NOMIa 20-0408.04 _ IIIInC��� UaI D 23 23 EMBEOCHORIYPE, - `-1�l FIGHTINN7IOT�H MENTANOBSTR r r: DISTANCE 6U IS ANCE PER SUBSTRATE. [ism TE ' sEErAIaH20. 03 EXTERIOR A)REVISED ANCHOR 3 12•LI?I(TTH C7.�ANGHORTYM TYPE TABLE. 20 gg ABOVE SgSH u 16 o JR-03111120 o � TYP.ANCHORMENTANO EDGE EMBEDMENTANDEDGE ANCEPER 1' BUCKYVp7H DISTANCEPER SUBSTRATE,SEE TABLE20 SUBSTRATE SEE TABLE 20 m S NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A S NOTE B FOR HEAD TYPE a (SHOWN WITH LO.OLA21N0) 0: p � O N VISIBLE rt �•n i1 BUCK 8 --►I 1f4'MAX SHIM p Z Z HEIGHT 52 I INSTALLATION Z,m ' o OPTION 4 =LIT^ II(,b���11II ANCHOREDTHROUGH UU�O m 51 �Y FRAME INTO METAL F W TYP.ANCNORTYPE, 0 7 ? EMBEDMENTAND ^Z O m EXTERIOR EDGE DISTANCE (((�YYY{ T30t.:E-O I PERTAB EX 3 p SEETABLE�. mp 14 15 LUMIAAI4DADEATWROVEDMUWON,FBC KCOIL�LUHFALUNINUMSTEELFRM/N0 O ZIMwsNGTH,CFNTEREOAT HORIZONTAL SECTION C•C OR STEEL STUD.MAY BEVERTGILOpTISUBSTRATE NG RAX., (SHOWN MATH MONO.GIAZaGI HORIZ�OPERT�ES,TABlE20. 1-31. HOREDNTRI(4) -�S,(P!W).ONLY TA8lE 2D. FUIRED IF BUFJL NOTES; NN MLL ¢ NHTISOVERSY. Archof SuMLmo IlLEd EniboOment 1)USE ONLY SUBSTRATE-APPROPRIATEANCHORSUSTED ONTABLE 20.FOLLOW EMBEDNENTAND EDGE DISTANCE LIMITS. South=PIM(sa-0.55) BIIS• I-wr '®0"I1es ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 912 Sfod•lD Aluminum,S083•TB nft 3fR' aae3• A)MIKOF3TKREADS ..� OFTHEWI700W. sa A36 StW WIT a053' SUBSTRATE.�TR � �.`ItINYILY/y//''�,, 1MMAX IS 61M r EMBEDMENT 2)MASONRYANCHORS MAY BE USED INTOYAODAS PERTABLE Stall sum,Gr.>3mK 318' 0.015•(1S Ga) •�'��-' ICEN NZ)j 20.ALLWOOD BUCKS LESS THAN t•107HICKAREID BE Cancmta(mh 3,35 ks0 1' 7.T14• En USE ONLY FLATHEAD P�•r' L SF'•.�/��+ U4'410 SS ANCHORS IN HEADAND '(7' •' CONSIDERED IX INSTALLATIONS.1X MOD BUCKSARE WptauLN CMU,(AS7M C80) 2.17 1-1/4• OPTIONALff UMTIS INSTALLED DORECTLYT06UBSiR11TE. �° SILL PANMEIOF1ATf¢JD �.. No.66709 EXTERIOR •'.•`':'•'•...+• Sauth—PI.(SO•a55) I. I.TIS• TYPE ISALLORMBLE FOR Iq•- N100D BUCKS DEPIMMA32XARE 1-IfrTHICKOR GREATEIL I% TJ EO(iE 17YP.ANCHOR7YPE, AND 7%BUCI�GVFIEN USED)6HALL BE DESIGt1EDT0 PROPERLY 1M Steel C—te mft 2.45 Iu0 /• 1.VS ANCHORSINTHEJAhBS. DISTANCE EMBEDMENTANOEDGE TRANSFER LOADSTO THE STRUCIUREV4000BLICKOFSIGN U1.9mmo0 CMU,(ASiM C8l0 2-1/2' 1-1IP CI VNGROU7ED CNN' +�1p-'•, DISTANCE PER SUBSTRATE ANO INSTALLATION IS THE RES?ONSIOILITY OFTHE ENGINEER Mln�m Somlimn PiM(SG•0.85) I' 1.1'S' +,p., o'ATE�a'•��� INSTAL LATION OPTION 2 SEETABLE20• OR ARCHRECTOFREODFtD VALUES MAY BE USED FOR �t ':'cLOR1OA,: ANCHORED THROUGH FRAME Cmrnte(min.ago nq 1. ur 1318' GROUTED CMU DIRECTLY INTO CO 1M Steel UWn40 CMU.(ASTM CGGI I-II2• 7-V4• APPLICATIONS. + DAYLIGHTOPHTNG)IS MEASURED BEADING REFERRED lllncal• / 1VAIt VERTICAL SECTION B-B DAYLIGHTOPEWHO)IB MEASURED FROM BFADINGID BFJIDIN0. SoWInn PIRA(SCro.0.'0 1' 1ala• r/WWI I LIL8%A LY.E IARLEIL P.E.P P.E16eim S INSTALLATION OPTION 6 µCHOREDTHROUGH FIN INTOZX EDGE WE, INSTALLATION OPTION 5 EDGE DISIAN a WOOD FRAME OR BUCKSTRP. IN DIE STANCE ANCHORED WOOD FRAME OR BUCXS".THROUGH FIN INTO 2X 114-MAX SHIM ANCHOR •-+1 EOGEDISMNCE FM a TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR7YPE, AND EDGE DISTANCE PER 114•MAX SHIM EMBEDMAND EDGE SUBSTRATE.SEETABLE21. DISTANCE PER SUBSTRATE, f+EMBEDMENT SEETAME21. PRODUCT REVISED O "ISL r S ■"NO1.wSmh •w uh08 t-0M4 F0U 8w.M04. DISTANCEEDGE DTH EDGE 12 1231Q m 2 DISTANCE EMBEDMENT 35�"� 1/4•MAR A)NO CHANGES THIS SHIM SHEET. 1r LENGTH.CENTERED 63 MRIOR ��-LL 2 20 aeovE SASH 18 V 14 15 JR-03/11/20 TYP.ANCHORTYPE• ENiBEOMENTDISTµ E +{ 1/4'MAX.SHN1 m SU52 BSIMTE•SEETABLE 21.E PER BUCK. I o Q HORIZONTAL SECTION A-A 9 11 (SHOWN WITH LG.GUADNG) INSTALLATION c OPTIm c VISIBLE µCHOREDOTHRWGH O N 6 •rPo rO Z LlI HT HEIGHT 52 5 INTEGRAL FIN INTO fET O BUCK T m 5 HE CB7TLj )�1'------��yy�� u1UMl U J u gi � � F 2� � .o• 'ON 60 F z uCQ, m 13 EXTERIOR W K O 10 40 V K O�i1 18 14 15 N _ MWdI•DADEAPPROVED MULLION,FSC Z Wv5 S COMPLIANT TYR µCHORTYPE• �d S O OR STEEL STUD.MAY BE ED VERICAL OR E6® MENTANOEDOE F HORIZONTAL SECTION C-C HOR¢ONTAL SEE SUBSTRATE DISTANCE PERSUBSTMTE• j 3 6 (SHOWN WITH MONO.GLAZING) PROPERTIES.TABLE21. SEE TABLE 21. q Z_ z 36 NOTES. T oou xsp wu 1AP MAX MinEcIge Mu. Mim SHIM 1)USE ONLY SUBSTMTEAPPROPRIATE Amhm Subetlate DW— O.C. Embedment j11111I IIR1/� ANCHORS LISTED ON TABLE 21.FOLLOW 247 X.11WII. u Soudem .55)Pim(s =0 511 r za 15- ��`` YLYENTAND EDGE DISTANCE ,y EDGE DISTANCE ULOTS. � FnON 2-1?a.131-Commm NOO So V—P-(SC•0.65) U. r 2-7/18' �`11'L'�'� icEry N:y��'• RI SHOWN MAY BE USED ONANYSIDE OF 2-10 X.W Ra45e0 NOSwt—Pim(SG-0.65) 3r8• � r 2-7/18' :Q';'• � '•��%i THEWINOOW. 2-t/4•X.145-Roofing Ndl Sam Pine r'0.55) 3/5• 61 2-7116-S.M..PYM(SG•0.65) VP _ .: No.6B7pg DIBL '•P 6' 1�M' _ �•_ VISE LIGHTWIDTH ORI¢MFR O70 SteelOe TnbeaO Serer —•p EDGE DISTANCE LSO (AREFERREDTOADDAYLIGHT 012 Steel•1B8 M410 SB 0.125-Alu 1—.6083.75 mim 5HT 6• GOB- ;A: EMBEDMENT TYP.ANCHOR TYPE•EMBEDMENT OPENING)Is MEASURED FROM BEADING SCIBW 0.05P A3&steel- 6r18- 5' 0.OSP %O'•. D;:•4v� INSTALLATION OPTION S AND EDGE DISTANCE PER TO BEADING. DOW(18 Ga)StoM Stud.Or.33 mhL SlIr w 0.01Y %�(h••iO[pR10A;���� ANCHORED THROUGH FIN INTO9( SUBSTRATE,SEE TABLE 21. E INSTALLED WITION 1)UK OF 3THREADS BEYOND THE METAL SUBSTRATE ' S • \ WOOD FRAME OR BUCXSTRIP. 2-10OFFIFIN TO EER � S�ONAL VERTICAL SECTION B-B A LYNi I IMILLER,PE P.FGMM l 27u• ["F=T OSS 211r -SBT r-znr I•�—2.n4—+1 T I I I I PRODUCT REMED 256W L LJF-1 2708' 2788' 2788' ���Ntm teN4 Ut•FbaAa NOA-NaCad 20.0408.04 20ff Ir•Nan Oataal320�3.082' .OBr 532' oer IMr OST yiaSYtm aMe tr (Z)HEW.FLANGE FRAME HEAD,INTEGRAL EQUAL FLANGE EQUAL LEG A)UPDATED MATERIAL IE OLE FRAME B FIE � PROP.TABLE, z724' 21d' 2.724• law ~" � =JR•03111/20 .082' .723' @ O us 3.151' 3.s08' —�{ .SOS'F— �{.e7s• �'1 n wa O co 3.&,1' 49S 0@' v HMOSTTION LLECCOOVER to wNDLOAD ADAPTER . N Z O g Mil o .062' DBr .OBr =w , rz U Wd 7 )►•1A1S U �.1.44W+� 1 FW- (D SILL,FLANGE FRAM (D SILL EQUAL LEG FRAME I� ICI IfL J61_S. Z o Z 2.105�i a SU L,INTEGRAL 2211' —•-�I to SILL AD I_yi w�- O O1 L' W OFW FRAME {�---2211'—►{ to 9SLTRACK @ANnUFTCUP Baz nr f it ,.300 )^ . -- b3P480'2.T7r .OSr 1.135' �IWGIII��� � d.D82• .Tar ,,SB' 1 737' 7BB' 7�I��UA .170' 1—.120' .SOS 1.o7T I, n ......1t 9A6H PULLRAIL OS0.5H LOCK RPA 1e SASHTOPB BOTTOM RAIL a HDMEETOOGRAIL +O STD MEETING RAIL +e SCREENAOAPTFR ®IGBEAD t®IGSNAPBEAD ca c.c.s _.,.1 ,050. .as HOPn¢LT a.uwNw D ESICCANT FILL TABLE2T.IMTERIALPROPERTESUSFD SILICONE BUTYL POU'ISOBULYLENE ��11. IiCEN • FORANCHORAb'E CALCUUITIONS: - STRUCTURAL REINFORCEMENT SEALRStK1M. 61etMa1 Len F• YR F• POLYISO• 114•MOM. y16'MOM. LICOt� Nm.68705mms— eks to" BULYLFNE 1ARTH STRUCTURAL BUTYL& fiI1SNOM. EAL 'TQ•. *_ .785 .7BS +ea san W W pf tal DESICCANT SIUCONE DESICCANT ROLL•FORMED ,D 7 G STAW E98 STEEL na sm•. eom tta aet FOAM VYITFI (�:��` EIw IAtreCatm 16eu1 ,n 1a EXT.IX.A33 DESICCANT %O 9fA7E 4CC .81r wD~Lonc—® 10 mi Immi FXT.GWSS E.GLASS efD 98 Da0'aIUFYa L1e1.F1•om 1TIAvl te471W �"GAS iC� �ORIDP �� 07nB BEao OsRe BEAD emsl4Aemwn to 2z INT. MASS NT.GUISS otwss r.curss ,,ss�•........•'G`��, st.• sea Yu m • n 0-6s sm m 4,Oa 70 71 fiUPEryR SPACER OSPA�CER OSPACER A.LYNN MS1ER,PE P.ElbeT0.! VV pp aa Y a >>44ff 4f ff..��41 f.� N N y �. N+C�S+ ICI+ISmNY W PI+O,p 83 V SS L°i ' NYOAP3m DO0�V mN�W N+Omm NA W N+ 3 TJ q N M MAMA I Mill 14 a�a � 3 'x xy om N ` o •n� m� T ® 5� C?m mom �o z ppN 1070 VE DRIVE E,FL 34275 N. C `z s 21 y �6 O > y5,:•'..5�......,Ry�y� (941)480-1600 se O S emi p' ® m a yy �� Da J-P ALUMINUM HORIZ ROLLER INSTALL `06/30118 BOM SCORNER DETAILS JENS ROSOWSKI o N w i� •i��` s HR-7710A 19 OF 18 of 7710NOA•1 A p W nnn��