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HomeMy WebLinkAboutNOA; Series 5305 Tilt White PVC Double Hung Window - LMI-22 2,q- 23 MIAM1•DADE rAN'ii-6APE COUNTY . _.. - ... DUCT CONTROL- SECTION Il ��00 13 11805 SW 26 Street, Room 208 DEPART�IMENT OF. REGULATORY AND ECONON11C RESOURCES (RER) Mia:iii, Florida 33175-2474 . - BOARD AND CODE ADMINISTRATION DIVISION, 7�g�),� I-2590 F (786) 3:15-2599 EVI D NOTICE OF ACCEPTANCE. NOA w`mmiamid:►de:dov/building . Regency Plus, Ine. 2000 Locust Gap Highway ST LUC5�®� TY Mount Carmel, PA 17851; COPE: IBO'C ; This NOA is, being. issued under the. applicable. rules and.. regulations governing the :use 'of construction. materials: T he :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. Airthoi it . Having. Jurisdiction W-111. This NOA shall not be valid after the expiration date stated below: The Mialni-Dade Couiity Product Control Section (In.Midmi=Dade Co- pty):aiid/'of the AHJ (in areas other thari Miami -Dade. County) reserve•;the right to, have, this, product :or .mat enal tested for: unlit q y assurance purposes. If this- product or materral•fails to, . perform in the accepted.manner; the, manufacturer Will incur.the:expense of.such testing,and the AHJ may-' .. iliimediatel.: revoke, inodi y or,: suspend. fETe iise of such pioducf of material within'their Jurlsdlctioir: RER reserves the; right to revoke this .acceptance. if .it is determined by lvliarmspade County T?roduct: Control Sectioii that`this product o1.r material fails to:meet the requireriierits ofthe applicable building code: This product is approved as described. hbbi .in: and has .been designed to comply_With, the Florida Building : . Code, iricludin i the High Veldbit Hurricane Zone: : •: .... ,ESCRIPTION:_ScHo "5305.Tilt" White.PVC"Double 1-Iung Window- L:M.I, .. . APPROVAL DOCUMENT: Drawing .No-:RPLS0004, titled "Series 5305 Tilt Double.Hung Impact Vinyl. Window"; sheets 1 through :10. of 10; datcd� 01/12/09, with revision L:-&ted -10/20/20' prepared ;by PTC Product-Design'Group, LLC,, signed and sealed by Robert:!.. Amoruso,.P.E:,:bearing the Miami.-Dade-Counfy .. . . "Product Control Revision:stamp with. the Notice;of Acceptance' number and expiration: (Lite by the,Miami� Dade Cotinty Product Control Section.. ISSILE 111•IPACT RATING'-. Lar a and Small .1Vlii Ale Impact- Resistant ABELINQ Eacb-unit sliatl'bear'a permanent:label:-wrth the:manufacturer's name or, logo; city, state,,serles; and following statement::"Miami-Dade CoulityProduct Control Approved", unless otlierwisc noted herein: ... RENEWAL.of this NOA'sliall: be=considered after ;a renewal application has;been filed arid'there has been no chan a to the a lrcable:b.uildiii code ne ativel affectin the erforrnance of this roduct• T9kMINATION of.this NOA will occur after the expiration date 'or if there has been.a-revision or change:. iii t} c materials; use; arid/ or maritifacture of 'the product or=proccss: •Misuse of this NOA as an.c0dorsdnibht of any product; for sales, advertisiiag; or any otherpurposes shall automatically _terntiriate this NOA: aailtire to .. • .comply with any section of this NOA shall .be cause for termination and removal .of NOA.. ; AD:VERTISEMENTs TheNOA number preceded by the words .' iatni-Dade County, Florida, and followed•:.: . ... M. by the; expiration date maybe. displayed iiiadveitisilig literature. If dny portion of the NOA: is •displayed, then it shall;be:done in its entire: INSPECTION: A: copy: of this entire NOA shall be provided. to the user by the:. manufacturer or its lstir utors• and shal be available for.hispectioii at the job site dt the request of the Building Official. This NOA revises NOA No: 20-0512.01 and consists of this page 1; evidence:pages E-1 and E-2, as well as approval document: mentioned above. The submitted documentation was reviewed:by Sifang Zhao, P:E::... NOA No: 204103.08 �y >;xpi 06, 2025 HAM1•DADE COUNTY d` 1 • ration Date: 1Vtay p January 21, 202 a. \p royal. Date. J 1 :::: 01./21 /2021 page ency Plus; Inc.: NOTICE OFACCEPTANCE:1�. EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER ER PREVIOUS NOA's . ... .. 1. .Manufacturer's die drawings: and sdptibh§' ' , . h(5uhm- itle. d tidet NOA N Io:. 0.9_.0, 1-1xos); .2— Drawing No.RPLS0064:' titled, F§eries TiltDouble HungImpact WindowsheetsI throw 91dated 01112109,with revision Jdated 'O1/08/18�il, prepared by PTC .Product es1gq,,Group,:LLC sign6d and, sealed by ''Robert, - Amof.us6, P.E. TESTS 1. Test.rdppils On. 1) Air Infiltration 'M91, per FBC, TAS' 202.94., .. . . .. .2) tJmform Static ir. Pressure Test, Loading per FBC, TM 242-94: ...... . ... .. - :3) aterlesikanbe,Test, per FBC TAS'20294 :4), L g&, Missile Impact Test p ef:FBC.TAS 201=94 5) "Cyclic Wind Pressure Loading per, FBC; TAS :203-94 and TAS 202�94 O),,Fofcdd'Entry..T.It�4,,"per FBC :241I..3.2..I,.- "" . . F along ,marked -up iagraT o series 5305::til't douW lo.9 with r.par.k.--i drawings - afid: installation di -I Bung, vinyl windows prepared ivy Nitionail Certified T68ting Laborat6fies',­ Test Repoxlp: NCTL--revision dated- 01/08109, and addendiffifil: .No:.' 110-1.142_2-2,,'.dAted. 10/0 0, with letter date&03112/09, all Mkned'and"kaled by HAMM E. kupp. P.E. ... .. . ($qhmitte(l utiffei NOA No. 0901jit' . ...... . - 65) 2. 'Test reports on: 1)-'Air Infiltration T�B' .p _P8C,TAS202-94': .2):Qj1fdiffi'Static :A`Pressure,TestiLoadiing per PBC:TAS 202-94`­ mm 3)'WAter Rcsi9tdncd,,.Tcst, per FBC,'.TA- S:202-94 Missile Impact 4) Large. act Test per FBC, TAS 20 1*-94:' 5 OR Wind Prd§tirp. LoWi.n' p ' FBC,: TAS'2.02�-94 g er 32. 1: -94: • 6): Forced Entry t�sf.,� per FBC 2411 1. -.. I and TAS 202! ... . .. �along iwithfnaxk61d-upArawin .s-- a-nd-X.-fistall._at.io.n. diagram ofse'r'ie's' .5*405 horiz-bntaW- l. .V, sidingvinyl window, pyepared,oytional Certified-Testing.Labofit ries Test . Repb'i"t':No.:NCtL.ilO�22724=t- - s 'R&A, `ddll6la- 64/27/20'', signed: and sealed"by-Joseph eph A. k, . . . P.E. (Suhmftted,� under NOA -N&�20-0512 01) CALCULATIONS �f :L:.: Anchor, verificatiori calculations: and' structural analysis.. ''comph,ying::with :FBC -54` Edition (2 14)- :.ddted 0.6/0 111.5 with revision dited :09/01/15, prepared:: 'a re red:: by PTQ: .Pf6ddct Design Group, LLC signedWid sealed �y b Robert J,'Aih6iu§o, P.E. .0 . . . :(Sub0d1fet1qqder,N0A-Nb. 15m.0 2..:.:-: Qlaz-ing.c66plies'-with ASTM EISQqm'04 QUALITY ASSURANCE. 1. Marnfi-of-6f Re 'lat, ry:aiid,E66nomicm .Resou�ces(RER),.. q mm Sifang Zh:kQ" 'rx", . .... .. .... .. Prtifivict C6kM _Vxflm; NOIA:N620-1103.0 . .... . Eiokki6n Date: May 06,102,- ApprovM:Dnte: ianuury2l202t� 1j. 8� El iteEencv rius, inc. NOTICE Oh,ACCEPTANCE: EVIDENCE SUBMITTED E .MATERIAL CERTIFICATIONS ....... . I..:. NOA No:.19-0305.02, issued to-Kuraray America, Inc.. for their "Trosifol0: Ultraclear, Clear. and Color PVB Glass:Interlayers expiring on 07/08/24. 2. :NOA No.18.0122.02, issued to ENERGI. Fenestration Solutions :USA, Inc., for. .. . their White Rigid PVC: Exterior Extrusions for Windom and Doors"expiring on 02/28/23.:.. . 3. ENERGI Fenestration: Solutions. Data Sheet for compound product No..3242/800.7 :Ri id:PVCBuildin Products.Peofile.Exttusion:com ound ne desi d for. Windows' and .g g,.. p g Doors dated May'19, 20T6. F. STATEMENTS F. 1.. Siatemetit letter 6fconformance, com 1 in with FBC 6`h Edition 017 dated Janua p Y g (Z ),. .. .. rY 8, 2018, prepared;by PTC Product Design Group,_ :LLC; signed and sealed by, Robert J. Amoruso; P.E. (Sub'ihifed writer NOA No: 18-0122.14) OTHERS 1. :.. None: 2. NEW EVIDENCE SUBMITTED A. :,DRAWINGS; Drawing No RPLS0064, titled. "Series 5305 Tilt Double Hung Impact Vinyl Window sheets,,1. through ,10, of 10; dated 0 i /1:2/09, with revision L ;dated 10/20/20, :prepared by PTC Product peSign Group, LLCs geed and sealed W' Robert J. Amoruso,.P:E.. ::B....: TESTS • :.. one::: C. CALCULATIONS ... 1. None: :.: A: ::QUALITY ASSURANGE.. 1. ::: Miaini-Dade'DepartMent of Re ulato, and Eeono n Resources RER .:::: g rY E. MATERIAL CERTIFICATIONS None. .. F. STATEMENTS 1. Statement letter; of conformance; complying with F$C 7lh Edition (2020); and of no.:.. financial interest ;dated 10/2.072020 . re ared b PTC. Product Desi n Group, LLC .. ..:... ,.p p Y .. _g p, signed a4d. sealed by Robert 1..Anioruso, P.C. .G: OTHERS ..:s. 1,::.: Nodee"of Acceptance. No: 18-Q91:8.04; .issued to Regency Plus; � Inc: for. their Series "5205" Outswing:White PVCCasement Window. L M.L; expuing`on.05/06/20. - ..... ...... . ..... Sifang Zhao; Product Conirol Examiner NOA No:20-1E,2 08 E-`Okaition. Date: May 025 : . Approviil:Datc. J-inunry 22I C_2 a a a REGENCY:PLUS,:INC. :: a:� m SERIES' 5305- TILT VINYL DOUBLE .HUNG yVIND►OW WINDOW- - 4 LARGE MISSILE' IMPACT m _ gg INSTALLATION: ANCHORAGE DETAILS w :a. � � 'NOTES• -- -- — - -- - — - ---- --- - -- .-. .. ''. '•a. �F q Q �E1Q 1:: THE PRODUCT.SHOWN HEREINIS DESIGNED AND MANUFACTUREDTO COMPLY WITH REQUIREMENTS OF THE 7N EDITION (2020) FLORIDA SUILOINGCODE INCLUDING THEHIGH VELOCITY' HURRICANE ZONE NV(i1)f . 2:. 2X WOOD FRAMING, IX 011.4x WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO Be DESIGNED AND ANCHOREDTO.PROPERLY TRANSFER ALL LOADSTO STRUCTURE. FRAMING AND CONCRETFJMASONRY OPENING IS J THE RESPONSIBILITY OF:THE ARCHITECT 08 ENGINEER OF RE60R0. .. .. 3. . 1X BUCK OVER CONCRETFJMASONRY JS OPTIONAL.. WHEN 1X BWILL BUCK IS USED, INSTALLATIONANCHORS PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEMASONRY SUBSTRATE. WHEN USED.1X.BUCKS SHALL BE n c DESIGNED AND ANCHOREO TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE ANDIS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD: DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE: SELECTION OF COATING OR MEh''9RANE IS.THE.RESPONSIBILITX OF THE ARCHITECT OR ENGINEER OF RECORM i.o 3 4. THE PRODUCT SHOWN HEREIN HAS SEEN TESTED TO TAS 301, TAS 2112 AND TAS 203, SEE TEST REPORT NO.. NCTL-110.11422.2, DATED IQ02'08,. WITH REVISION DATED 011081p0 AND ACOENDUM LETTERflATED 031121OD BY NATIONAL CERTIFIED .: TESTING LABORATORIES, YORK PA SIGNED AND SEALED'BY HAROLD.E., RUPP, FLORIDA P.E .VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312. w .. . -. . .. . .. . .. . .. :: .. .. z $ &I. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLLtTIONS USA, INC. PER CURRENT MIMO-DADE NOA 5.2, REINFORCEMENT: ' ?(ate^.. :5.2.1. GALVANIZED STEEL TUBE (0.730" 9'0.434' X 0.08• THICK, Fy 9 30-50 ksi $ Fu = 37.548.7 k§i) -:SASH PERIMETER: vi x w: io © ♦- :. ::5.22. :. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY.KURARAY AhIERICA, INC. PEECURR€NT ML4.M6DADE NOA.. .. .. .. 7 C m. 6, GLAZING: .. ::: .. ::: .. ::: .. ::: .. .. .. .. .. .. .. a W �� g 6.1. GLAZING -DETAIL AS TESTED: ... .:.. .:.. - .:.. .:.. .. .. .... .... .... .... .... .... C.)? Z .. 0.1.1. OVERALL-7!6•NOMINAL INSULATWLAMINATEDp LAMINATED GLASS. W i 6.1.2. GLASS' THICKNESS: (1) LITE OF 118' NOMINAL TEMPERED GLASS TO.THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO.THE EXTERIOR. . - w z u DI r 6.1.3.. ' : LAMINATED. LITE: (2) UTES OF. 11f1' NOMINAL' ANNEALED GLASS SEPARATED BY A 0.09D'.TROSIFOL1NTERLAYER BY KURARAY MMERICA, INC.': IL o�� F- 6.1.4. SPACER TYPE/SIZE: 7/16: NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-DL : .: - : ' .: .. .: : .. _ w g O • J GLAZING SYSTEM: INTERIOR GLAZED WITH (mEAP DUAL WROMETER AND S(1(A FLEX —552- BACKBEDDING WITH A SNAP -IN (2FLEAP OUAI OUROMETER RIGID VINYL GLAZING BEAD. � ' ~ 6.2; : . ALL SETTING BLOCKS AND GASKET MATERIALS S.HALI. BE IN COh1PI LANCE WITH THE CURRENT EDITION OF THE FLORIOp BUILDING GODEr.6ETTING BLOCK$;SHALL BE.NEOPRENE VPITti A 70 TO'90 SHORE A DUROMETER..GASKET : s .: MATERIALS SHALL BE EDPM WITH,A.MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE 6.3. AS TESTED GLAZING MEETS ASTM E1300.09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVALDOCUMENT... _ w w_:Ix u 7: i APPROVED IMPACT PROTECTIVE SYSTEM ISNOTREOUIRED FOR THIS PRODUCT IN WIND BORNE DESR(S'REGIONS INCLUDING THE HVMMZ I . -`- _ .. 8, SHIM AS REQUIRED AT EACH,INSTALLATION ANCHOR WITH LOAD. BEARING,SHIh1. SHIM WHERE SPACE OF1116' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. � � � � - � .. � o 9: FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4' FLAT HEAD:TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHNEVE'A 11121 MINIMUM EMBEDMENT INTO CONCRETEWITH"1:l1r MINIMUM EDGE DISTANCE AND V NIINMIUM EMBEDMENT INTO MASONRY WITHZ' MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ES AND INSTALLATION DETAILS. 4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED,'ANCHOR LOCATIONS 1' TOLERANCE R`oend"'vn°`uf°' P.E. .. .. .. .: 752 10. FOR:ANCFANCHORING INTO WOOD D.FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ���I j��ES � �i� (WS);WI )WITH SUFFICIENT LENGTH TO ACHIEVE A 1 316- MINIMUM EMBEOh1ENT INTO SUBSTRATE .. WITH 718'h11NIMUM;EDGEDISTANCEANDMINIMUh1ANCHORTO-ANCHORSPACWG:OF2'ONCENTER; LOCATE ANCHORS AS :: SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +l-.I.'.TOLERANCE. 10:2.: . #14 FLATHEAD WOOD SCREWS IWS) WITH SUFFICIENT LENGTH TO:ACHIEVE A 1 12' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1' MINIMUhM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2' ON CENTER. LOCATE ANCHORSAS. - SHOWN INELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE H- V TOLERANCE.. . ..II FOR ANCHCRING INTO METAL STRUCTURE USE 04 FLATHEAD SHEET METAL OR.SELF DRILLINGSCREWS (SMS) WITH.SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR'SPACINGOFZ'.ONCENTER. LOCATE _ANCHORS'_A_SSHO_ WRIN.ELEVATIONSANDINSTALLATION DETAILS.:ANCHOR LOCATIONS HAVE N- 1' TOLERANCE. . 12, . ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING .. .. .. 13. . INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHA_LL.NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE - LfINIMUM STRENGTH SPECIFIED BELOW:.': 13,1.:- WOOD- MINIMUM SPECIFIC GRAVITY -OF (G)0.42:(NON-HVHZ)AND_0,55(HVHZ)' - 13:2 -, : CONCRETE'-: 0NIMUM COMPRESSNE STRENGTKOF.2500 PSI ' 13.3. 'MASONRY STRENGTH CONFORMANCE TO ASTM C-00;MEDIUM WEIGHT WITH DENSITY> 117 PCP 13A METAL:SUBSTRATE:STEEL 18GA (0.0428'), Fy = 33KSI I Fu'= 45 K$I OR ALUhIINU618D63•T5 0.048'.THICK MINIMUM'. 13.4.1. STEEL SUBSTRATE TO:MEET MINIMUM FBC HVHZ CODE REQUIREMENTS: TABLE OF CONTENTS SHEET .. DESCRIP.T.ION 1 NOTES p. ELEVATION AND ANCHOR LAYOUT (INS AND CS SCREWS) 3 ELEVATION AND -.ANCHOR LAYOUT (SMSTTAPPING)SELF-DRILLING.SGREWS) 4. YERTI,CAL SECTIONS - COMPON04TAD S GLAZING RETAIL 5 „ _ HORIZONTAL SECTIONS- COMPONENTID & FRAME'CORNER CONSTRUCTION 6 VERTICAL SECTIONS - WOOD AND CONCRETEIMASONRYSUBSTRATE ANCHORAGE 7 VERTICAL SECTIONS - METAL -SUBSTRATE ANCHORAGE 8 INSTALLATION -NOTES 8 HORIZONTAL SECTIONS; -.'WOOD. CONCRETE/MASONRY & METAL SUBSTRATE ... .. ... .. ..... .. .. ANCHORAGE. . 9 COMPONENTS ' ' =10 BILL OF MATERIALS &COMPONENTS ���04$;•��G E N3� �9G i @f ��VN'yo�1f49 2'I •'•`� �9Q1:'STATE�$�V•,. 44,a, a�satoR,o�o2,p grONAI.E���`� .. PRODUCTREVISED -- ,C wlWn� w11h tM PNtIS� Noa•+L.t'�zo-1+D3.DR EglnUie Dd�05J0812025� �� ✓ �.. SERIES 5305 TILTUINYL DOUBLE HUNG WINDOW WINDOW wm :.. .. N m 53" MAX. Fw+ME' INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING $ WIDTH SCREWS-) OR CONCRETE/MASONRY SUBSTRATE 46"TOPSASH EO0 2QLL_5CONCRETE:SCREWS).. .WIDTHi:;' a r .. .. .. .. .. .. .. v 45 -TOP o o a Or W "SASH a 7x �w .. : 0 D.L.O. WIDTH 3" FROM CORNERS a P G H EAD;&:SILL TY- NER - m o itn COR S,TYP. WOOD CREWS. a c . "TOP.:: .. 4" O.Q.:TYP. FOR za ' 36 g- TOP : .. " „ SASH g . I ... CONCRETE SCREWS. 2 CHMIGHT AXSASH X: 5 DL.OC iX 3E P�II= WEIGHT I I I zp::m y� HEI{ HT _ 6+: !�. . � �I 8 z vi _ 14 i" O.C. MAX. TYP. WORD N = 4 w6 fD .- i 361" I; : • as rsu i i um : TYP..EACH SIDE: �n� o CONCRETE SCREWS w 5 H q BSASH�I 5 5 D.L.O. OF MEETING RAIL : p I w Jo HEIGHT :.. .. I :.. �/ u . ¢. o �� HEIGHT:. II X. %: ::I F Z g " ALLATION NOTES o0 1 ':.1. HEAD.AND SILL::: Na -. RAGE THE SAME' L� ANCHO � A i ANCHORAGE SAME.:: uj 2 JAMB 4 .: 5 }�" O.C. t/-1" TOLERANCE ON: C. TYP: _��__� (a3 HEAD & SILL : 3 y o q.DETAIL i ANCHOR LOCATION. 46�':BOTTOM SEE.SHEET :3,1 TAPCONMINIMUM: .SASH .. Itobert J. Amnao RE S R E 305 1 T I YL DOUBLE HUNG SPACING IS .. .4".OC. . FbAoa P.E No, 49752 D,L.O. WIDTH WINDOW WINDOW 3.2. .WOOD AND TAPPING q '10 EXTERIOR VIEW -ANCHORAGE. SCREW MINIMUM ? t Ap 50:J" BOTTOM AND T SUBSTRATES SPACING P '�O�NSE �9G: SASH ..: .: 2'. OC. :�00� WIDTH: : * .� N 2 :WOO CONCRE E/MASONRY BSTRATES SPAC IS I o a SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: 3po': E, HUNG WINDOW WINDOW': 1: ONE.(1)'TRIANGUL•AR-SHAPED-WEEP HOLE MEASURING APPROXIMATELY 112" WIDE' EXTERIOR VIEW :. .. BY 112":HIGH WAS, LOCATED AT EACH END OB THE INTERIOR SILL TRACK CENTER:. VERTICAL LEG. DESIGN PRESSURE RAT03.(PSF) 'IMPACT.RATING +55:0� 55.0 LARGE:MISSILE ::IMPACT 2. ONE (1) WEEP. HOLE MEASURING 1":X 114". WAS LOCATED AT EACH END OF THE EXTERIOR SILLTRACK HORIZONTAL -SURFACE AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE.: PRODUCy1Ty REVISED . . 3. i ONE (1) WEEP HOLE MEASURING 1-112" X 1/4" AND EMPLOYING A:PLASTIC:WEEP a ici p&e With Ne Florida .:.- .... " .... .... ...' = No4-No. 20-1103.06 COVER.WAS LOCATED AT 2-"8 FROM EACH END OF THE. EXTERIOR VERTICAL.SILL FACE. [aptrauon Orate 051062025 er �. o,la.. opt ce ntre SERIE S 5305 TILT :VINYL DOUBLE HUNG WINDOW WINDOW a- � e: 53"MAX. FRAME INSTALLATION INTO METAL SUBSTRATE (SMS; TAPPING OR WIDTH SELF=DRILLING. SCREW) 49 . TOP SASH :: q k o i4$ .LL 'WIDTH.:: . .. . . so 45 q TOP a :g a W a N SASH D.L.O. WIDTH 3FROM CORNERS C @ HEAD 8 SILL TYP. NE — o COR RS:TYP er .. lij ::S on .. O.C.O TYP FOR I Q w• I :R I za :32 ie TOP:: CSCREWS. 3 :: 36 TOP SASH SASHD 77" MAX. HEIGHT 5. X 5 D.L.n. 8 X. g z FRAME I: HEIGHT �:m :HEIGHT " o ?g z @�..�..� :�.._.. eetin' Rail of _ _ _ _ O.C.O TYP. rC M j .. � SC :. // .... 2" O:C.' � / .. RE �' � of ' 9'�" MAX. FOR SMS E B I 33 "ASH OM : I .II .. I . . W �o 36: E 4 e TYP: EACH SIDE w 0o ca z7d o n BOTTOM 5 S OF MEETING RAIL: w >o n WS :SASH X X s.o Pz 5 D.L.O. HEIGHT E f.. HEIGHT:' P:: rzo ° 8e .. INSTALLATION NOTES:r tsa 1 HEAD'AND SILL co, y .� ANCHORAGE THE SAME: A. A 2:. - JAMB ANCHORAGE SAME.: ul o q 15 .O:C. TYP. 7 :. :. @ ILL DETAIL I. A HOR l 0 ATION..: HEAD & S 46 'BOTTOM ,$,, (SEE SHEET S) 3.-1:.NCSMB; TAPPING OR .: • aoo .fi . Em,:a. r.E. SASH : SERIES 5305.TILT VINYL DOUBLE.HUNG SELF -DRILLING . �aPa"ac97§2 D;L.O. WIDTH WINDOW WINDOW SCREWS MINIMUM ���.5 jAieEs 50 , BOTTOM . EXTERIOR VIEW -:ANCHORAGE SPACING IS 2" OC. :Q``4Q SASH.: STEEL SUBSTRATES �00;`� F''•.r�'_ WIDTH: rer1 roo ao .... j�� .. .. .. - �9s STATE SERIES 5305 TILT -VINYL DOUBLE WEEP HOLES: �s :� T :'z, — HUNG WINDOW WINDOW.: 1. ONE O)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2" WIDE. EXTERIOR VIEW :.: .. BY 1' 1 HIGH WAS LOCATED AT, :EACH END:QF THE INTERIOR SILL TRACK CENTER .. VERTICAL LEG. :: DESIGN PRESSURE -RATING (PSF) IMPACT RATING +55.D-55.0 ::: LARGE MISSILE IMPACT 2. ONE (1) WEEP HOLE MEASURING v )(1/d" WAS LOCATED AT:EACH END OF THE EXTERIOR.SILLTRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR: H0 IZONTAL.SILLFACE.:. - PRODUCT REVISED :. 3. '::ONE (1) WEEP:HOLE MEASURING 1=112":X 114" AND EMPLOYING t4 PLASTIC WEEP °s a anp11V '"s`"e ri..le, HOA'-No. 20-110J.oB COVER:WAS LOCATED AT 2-718 FROM EACH:END OF THE EXTERIOR VERTICAL: SILL . c�a.uonoe,eosroorzozs FACE: ee" o Q . EXTERIOR . INTERIOR :. 16 - 4 N 1. 9 :: zA a 'w o a o" o p 8: a 17 6 EXTERIOR 11 'INTERIOR. �o�y o. 10 Z 11 SHEET 4 :: 14 .. _:' . i _ m r -16 . 7 4 ^ � VERTICAL SECTION'-_:: �.: 8 SHEET 4 HEAD=COMPONE�I7? ID � � = as W w `4 z L a .. ..: .. :: .. VERTICAL.SECTION w " M oa o:o . �[E`GTFZ�r ► is . MEETING RAILS -COMPONENT ID m m.Ix cr`8: z o 4� 9 � W � F > 0 pp O:o JZS .N O O ea �W gw ujw w CO> f ob i J: A—mi o, P.E, FbMn RE: No:49Ti2 4t: No 49 52 't0 ?AD gTATE 49 :PRbDUGT REVISED: .0 4omplj�1-ny Mu+ma:Flbnu' NOA.No.. 20m03:08i .. wgoa,.osrosr2025 cr l z�. Da40 Gon K �R PROPERLY SECURED 1X 1/4" ITV TAFCON #:12 OR #14 WOOD SCREW ss " PROPERLY SECURED 1X G" WOOD BUCK BY OTHERS INSTALLATION .ANCHOR . .... :INSTALLATION ANCHOR " 1'lOOD BUCK' BY OTHERS a a' (SEE NOTE 3, SHT,.1). (§Et.NOTE 2, SHT..1) v c WOOD BUCK PROTECTION BY 1 1/2" MIN' ''#14 WS: 1" MIN. EDGE DIST.: OTHERS (SEE NOTE 3, SHEET. 1) EDGE DIST,' 1 / 2X:WOOD m _ BY OTHERS - :. ...: .. .. .. .. .. .. .. €s CONCRETE :BY OTHERS 7 8" MIN, NO z o ' ::'• �+ 1 1/2" MIN. :BY OTHERS E ~ �' 'W ^ .: w 2 SHEATH .1' EDGE ST. :(SEE NOTE: 2, :SHT. 1) x, .. o: v <, o E . .. .. • MBEDMENT (S E NOTE HT I EXTERIOR FINISH S 1 #14 WS:'1. 1/2" MIN, EMBEDMENT a.F '8Q aw .1 /4" b1Atc, BY OTHERS ti . 12 INS:. 1 3/8" MIN. EMBEDMENT °w < •:^'7,:�i .SHIM SPACE. . :. ... .. .: I /4" : MAX.:: a x: EXTERIOR .FINISH :T 9Y OTHERS . " �SHI SPACE. h9 PERIMETER CAULK O w . BY OTHERS PERIMETER CAULK _ 8 0 BY `3 'O OTHERS. " 111'I1/I o 'g .... U = .n Z .. .. :: Zit` _ w .. .. .. .. • '•m ��am> VERTICAL SECTION :: I r m oo EXTERIOR : a Z WINDOW cocKErEsuiis'Ixn7.E LNTERIOR .. .... SECTION z Ja HEIGHT B. VERTICAL SEC N INTERIOR WINDOW 0 o z „ en EXTERIOR 1tATE T o WOOD suRs1 ,REIGN o:- NO Is K�c ANCHOR -TO -SUBSTRATE a¢.� UU EDGE:DISTANCES'ARE: wo li :'TYPICAL AND y 0 E m B Fl 'SIDES SUBSTRATE, (� U u a RoEeK J. Aln?Nw, P.E. .. .. .. Fbdda P.C. No. 43752 p .11llglllllllr�rrrrr PERIMETER CAULK .. .���4Q�•,GEEN.9'. :BY OTHERS.: ' .. - .. 1'/4" MAX.: .. " MAX: ;NE- 1/4 ro40152SF Gr .. .. ... SPACE: .. .. .. A ...: O-$ 1 PA _ 1 0'}•= CAULK EXTERIOR' FINISH .,w1=jJ� .. .... BYOTHERS.. S CE n9:�IV'V --SHIM CE:: : SHI{qp BY OTHERS fTr<; I� a #14 WS: 1 1/2". MIN. EMBEDMENT _ Ap PERIMETER CONCRETE BY OTHERS ""1z VlS:, 1 3/8 MIN. EMBEDMENT a p•�� . ;}. .. �:o 1 1/2" AtIN:: '��c�d••�Ogt�••'p��. :(SEE .NOTE 2, SHT. 1) EMBEDMENT,: 1f sir S/ 0�p 'hpONAp111T�1 " • o oq: _ a d EXTERIOR FINISH ;: .. :: BY .OTHERS PROPERLY SECURED' 1X n; 1VOOD' BUCK BY OTHERS "" "' "" (SEE NOTE 3, SHT. 1) SHEATHING 2X WOOD 54 1 1/2" MIN.. BY OTHERS BY OTHERS WOOD BUCK PROTECTION _ 1/4" ITN. TAPCON EDGE DISi.. "' .(SEE NOTE 2, SHT; 1) BY OTHERS (SEE NOTE S. .: INSTALLATION ANCHOR j/14. W5: 1" ¢91N. EDGE DIST.: SHEET 1.) : .. .. PROD 2 E N TE ) a/ ccmupliV V REVISED odda !/12 VlS: 7/8":MIN.'EDGE DIST: - � PROP.ERLYCSECURED:'1X. . � 1 ORS 14�WOOD SCREW' S9 eoual"a A VrRTICAL ST CTION NOR.Nu `20-»oa.os cu,cKll•s usrRnlfl INSTALLATION. ANCHOR . .. .. .. A .. n.•o,ibDSmoraoz5 .. (SE 0 2 SHT 1 ' VERTICAL. SECTION" . w'OQD SUUSTR.ITG y ��. am • vo . Q a - a' a a : �.1,4 SHEET METAL: ::' ::' ' o m SCREW/SELF—GRILLING 'SCREW 55: • 3/4.MIN. INSTALLATION,ANCHOR EDGE DIST. METAL SUBSTRATE (TYP.) -BY. OTHERS" .. SEE NOTE:2,, SHT. 1), LL x O .m . .. EXTERIOR NIShI' :Fl- c a 0"• . :. BY OTHERS' ..w �i. 3 THREADS. MIN. EMBEDMENT' BEYOND: INTERIOR:V%ALL 1/4!`MAX. w FSHIM SPACE .. .. .. .. " " PERIMETER CAULK BY OTHERS .... ... .... ... — w . m o .. ... INSTALLATION NOTES:.. ZZ Z�O .. .. .. .. 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. � :WOOD FRAMING, .. .. .. .. of — �i 3 AN _ _ CHOR: TO' SUBSTRATE,g ... EDGE DISTANCES ARE -TYPICAL AND • 1.2. STEEL STUD FRAlv11NG'; "'1.3. ALUMINUM: FRAMING. AND � � z9 F IA... CONCRETE ANDIOR MASONRY:. � � ' Z•= � M Z • MEASURED TO 807H .. .. .. c� � __ EXT 4 r=� SIDES OF SUBSTRATE s wo6 i;'m :. .. :. 2. , 2X WOOD FRAMING, 1X OR 2k 4V000 BUCK; METAL FRAMING AND CONCRETEIMASONRYOPENING TO BE: DESIGNED ANDANCHORED TQ PROPERLY TRANSFER ALL LOADS. TO STRUCTURE..F.RAMING AND .-, a m 00 w 3 L --- '- "- '-- - YOP RESPONSIBILITY C 0 .. . CO NCRETEMWSONR OPENING IS THE PONSIBILJTY OF THE ARCHITECT OR ENGINEER F RECORD.. } w N Oo 0 .... .... i} ' D .. ... VERT CAL SECTIO ;' WINDOW : METAL SUBStItATE ... .... .... .... .. .. ' 3.. 1X BUCK OVER CONCRETE{ MASONRY IS OPTIONAL WHEN IX BUCK IS USED; INSTALLATION ANCHORS WILL PASSTHR.OUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHEN USED, IX - ... V W y J zZ 4 `�Q - .HEIGHT BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALLLOADS TO STRUCTURE AND .IS, .. 0:, o j I- fu 4 INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE o -' 2r 2 y g O F,XTERtOR :: .: ::. .. SEPAIRATED WITH APPROVED COATING OR MEMBRANE. SELECTION OFCOATING OR MEMBRANE. IS THE,~n LITY HITE EER RE$PONSIBI bFTjiEARC CT9RENGIN OFRECQRD :•: d D 4, - ;SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1116' OR GREATER OCCURS. MAXIMUh1 ALLOWABLE SHlht STACK TORE 1%d'.' w W N $y d - w 4 :5. ' FOR ANCHORING INTO CONCRETEWASONRY USE 114- FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH y` MLI .: .: .: TO ACHIEVE A Ill? MINIMUM EMBEDMENT INTO CONCRETE WITHA 12' MINIMUhtEDGE-DISTANCE AND 1' R MINIMUM EMBEDMENT INTO MASONRY WITH 2:MINIMUM EDGE DISTANCE..LOCATEANCHORS AS SHOWN IN _ c E . � ELEVATION$ �AND.INSTALLATION;DETAILS.4' MINIMUM SPACING BETWEEN ADJACENT R ilUIhED. RooertJ.Amoruso. P.E. 1/4" MAX.. ANCHOR,LOCATIONS HAVE+1-1"TOLERANCE. Florida P.E. No.49752 q SHIM SPACE _ = S. FOR'ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONEOF THE FOLLOWING: -' �\iuuu�ie �`MO �MMES 44�i�4 .. ' PERIMETER :CAULK. : 6.1. (WSj WI1N SUFFICIENT LENGTH TO ACHIEVE A 1 3/B' MINIMUM W •��ttC�,��GEHSF �9G BY OTHERS' '..: TRAT THT/B' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR•TO•ANCHOR .. " .. •,a'• Se00j NkE. .. .. .. .. .. .. .. .. ...' .� .. IN EL D DETAILS.: PACING OF 2 CENTER. LOCATE ANCHORS �CHOR : LO� ONS HAVE+61`70LERANCES�62. 904FLATHEAD WOOD SCREWShVS)WITH SUFFICIENT LENGTH TO ACHIEVEA 111rtMLIINIIMUM�•w� r EMBEDMENT INTO SUBSTRATE WITH I- MINIMUM EDGE DISTANCE AND MNIMUM�ANCHOR-TO-ANCHOR � 'Ot' f�+ - ' ; SPACING OFT ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATIONOETAILS, . • ANCHOR LOCATIONS HAVE1/• T' TOLERANCE s. ry2i�S�ONA �NL`, s.rl;• 3/ -MIN. 3 THREADS MIN. . T: - FOR ANCHORING IINTO METAL STRUCTURE USE 414 FLAT HEAD. SHEET -METAL OR $ELF DRILLING SCREWS .. EXTERIOR FINISH ; BY. OTHERS . rv, EDGE DIST. EMBEDMENT BEYOND- : ISMS) WITH SUFFICIENT LENGTH TO ACHIEVES THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP•), INTERIOR WITH 314' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF"2' ON CENTER. LOCATE _ .WALL #14 SHEET WETAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +f-1" - SUBSTRATE. SCREYI.SELF—DRILLING.SCREW METAL SUB TE• J 65 ..BY; OTHERS.' TOLERANCE. T ' ' INSTALLATION ANCHOR : (SEE NOTE' 2,� SHT. 1) :: S. INTERIORAND EXTERIOR FINISHES BY. OTHERS: NOT SHOWN FOR CLARITY. :. . . .. .. .. ... V L SECT ERTICA ION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDlOR SPECIFIED IN ACCORDANCE WITH ' ; •PRODUCT REVISED* -- ..�T wnn I°' Flo N° �. .. .... .... ..� . .... Mt1AL 5U S7W\PL -... AST1A E2112. .... ..... -... .... ...- ... rmura 20-1103.08• - - .. Eaplretfo ir oeie05r0612025 :.. 2X WODD , 1 /4" MAX FRAME BY OTHERS .:SHIM SPACE' c 1/4" MAX. SHIM SPADE,. $ SHIM AS :REQUIRED i 1/2" MIN. EMBEDMENT —CONCRETE (SEE NOTE 2;'SHT. 1) 1Ni R10R - .. .. . ; 1" MIN. EMBEDMENT. — MASONRY' . o #14 WS:.1 '1/2- MIN. EMBEDMENT - LL_ .#12 WS: .1.-3/6" MIN. EMBEDMENT .. .. .. .. .. .w o e� .ti.n 5-0 1 4 A N INSTALLATIONANCHOR o� Ow_ a p .. .. .. ... a' a0 Q� Q•:•'.. 1 1/2"" MIN. EDGE DISTANCE—:CONC.. t:E aw 012 OR # 14 W606 SCREW es y : 2". MIN, : EDGE DISTANCE — MASONRY :: 3 INSTALLATION: ANCHOR,' CONCROR MASONRY � 1.4 WS: 1 "MIN. EDGE DIST.. �G� 7 9... BY, OTHERD.S w 112.WS. 7/8" MIN,EDCE.DIST. q �.L� , (SEE NOTE 2, SHT. 1) Q 'PROPERLY SECURED 1X 3 z 9 �.-!OOD OD BUCK BY OTHER$.: PROPERLY SECURED I 7 -r • r��y �O ��i E NOTE3� SHT. 1)zWODD:BUCK BY OTHERS ..•y�a�.` •.'c::•(SEE:NOTE 2, SHT.::1):: d aBUCK:. PROTECTION BY.a . SHEATHING FXTFRIOR OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS Z n » vi . E AU OTHERS EXTERIOR. FINISH vi = < UM 9:m r. EXTERIOR f.INISH PERIMETER C LK:. PERIMETER CAU BY a - BY'OTHERS BY.OTHERS BY OTHERS a z. U C VRTICAL ESECTION z go a WOOD SUBS TaA'rE .. ANCHOR -TO -SUBSTRATE D�VETICAL SECTION W J u>oEOCE'DISTANCES ARE. CIt rUMA50, TYPICAL AND 5UIi5T TE:�z O J MEASUREO,TO BOTH:.: ~o n SIDES: 0F. SUBSTRATE :: N� `s 1J4" MAX. SHIM: SPACE - o 8 INTERIOR $HIM AS REQUIRED .... wu $ 5 ��� � J}14. SHEET METAL W o a o 1i. 55 SCREY!/SELF—DRILLING SCREW my R . INSTALLATION ANCHOR.:'w. .. Fhn.a RE N. i3752 E DI MIN. .UPPF,R SASH JAMBS ,, a EDGE OIST.: (7Yp•) SHOWN. S[i1HLAR .ltQ� (cells 4�9 .. ... ... 'INSTALLATION FOR.: _ 3 THREADS MIN- LOWER: SASH JAMBS. 4!'�/ pp Ig'q: _ EMBEDMENT BEYOND INTERIOR WALL . p STA'E,O w `. METAL SUBSTRATE BY OTHERS ��FS�Cpp (SEE NOTE 2. SHT.. 1)'+h�sIONALE�:.�� nnngna� .. rrY.':1r�3M°33F'>:F: .. .. .. ... .. . .. • .. .. EXTERIOR FINISH PERIMETER. CAULK BY OTHERS: .. .. .. BY'OTHERS .. .. .. .. .. .. PR06UCTREVISED .. .. .. ... ... ... a ... .. .. u cmvp:rl Mm W f:mm _ Co rroa.em. 20.1103.0B VERTICAL SECTION cap:.maa c.t.05r06=25: . .. .. METAL SUBS"1ILA7"E .. .. •y - rfmm'a i re�CiGif' .. - -.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. .. .. ... .. ... ... .. :. j. a ¢ 6 a v $ 1 it'tAliV FRAMs: WHITE -RIGID PVC' � SASH FRAME SASH COVER 3 0 SASIi STUP FRAPrIE ;: O 5 SLOPF.D:SILL COVER o a: 8 Z � W o o r .. TYP. WALL TICKNESS 0.070" WHITE RIGID PVC WH R TYP. WALL THICKNESS 0.070" WHITE RIGID PVC TYP. WALL THICKNES 0.065" COVER.. WHITE.RIGID PVC . : WHITE RIGID PVC TYP, WALL THICKNESS0.075" n c a =0 0 E R < W =: a ' W �— a.vo v zoo TYP. WALL THICKNESS 0,070" 0 315'q 3d 2.730•. as �Z 1y �lJ c S o _. .. 1:530' r _ GLAZING LIFTRAIL HANDLE WHITE RIGID PVC: GLAZING BEAD STOP 0 TE K"C E IN RLOC OV R ® POCKET -HEAD COVER 10 REINFORCEMENT STEEL - 3 z =y ©: TYP. WALL -THICKNESS 6.055" WHITE RIGID PVC TYP. WALL TICKNE$S :0.055" : WHITE RIGID PVC TYP.L THICKNESS .07 K 5" 90 WHITE RIGID PVG TYP: WALL : — _=n� as m ;: r: z • :: _0.306' : - . .. �g ,SSA JL:THIC NESS 0 070" 9 ... 1. ST0.43d'. THICKNESS 0.06" THLC a c3 w o o: figg:: 0.953"_�. "' :. .. .►1. 0.091'- - .. 4i b.329'-� 0.014'.� �i1 ►� 1. 077 (TYP) ��U ZU > 73n - 0 BS 1 f^� 07 . o � — � rn LU Fr 9 CAMS SWEEP LOCK :: O FACE MOUNTED KTF.PF.R 19 ®CONSTANT'FURCF :: �: le oq STEEL ..:: BALANCE::STEEL - o n TYP. WALL TICKNESS NA TYP?. WALL T CKNESS 0.070":J. I 2.535`-►j 11 -►�{�-0.150" 0.665' :0.100 nmomso•P.E. Fk wa P.E. ttn. 49752 SON ES 4'e"',�:. }.... :1 _ . " .... 31,7 2G' CJ ." J '1.220 D MAX. 1.095" +Q=d00 ll 0100 ��•"` 52 _ . pz - 9 ¢� 4 OA06' 037 1 -4 : . FOR _. :I rONAt��.t` ���ranntt+"� PRODUCT REVISED as ngwithAMflorlda Id Pill .. .. .. .:.. :.. .:. .:.. .... ... .... .... "*. 2G-1103.08. r:Ptr.oce o.t. osroorzo2s - eAlatn soe_ oct Ponirol Series 5305-Douhle Hung% Biil:of Material ' Dam No, .. Owedtion " ,. Pat N rumbers . . 16upplier .:' Maiap2l .. Fnma Camponrnd "' 1 .. Master Frarire .:.. - - - - W Whim 7780 Erw 1! Royal - - (.. While, PVC (2). 2 Sash Fiorito IOva .V.g Sash IV White 1262l7750 rx.mlMovall while PVC 3 Sash Cover Hoa0(KOay.r Sath) I WMTo 107617I25 E.61QU Royal White, PVC(22) . 4 Sanh Strip Frame, Corer IV:Whil. 107011736 CnorvlJReval While PVC F2 5 Sloped :Sill Covor IV:Whit. 11811 738 - 7 Enar 1 I Royal White PVC 8 GlaiIng LDrrall Handle Operating Sashes)' IV White 10118) 1741 Encrgq Royal .:-Whim PVC(2 7 G13.1.11 Dead Stan .ratio S.1h.sl IV Whit. 1067/7745 Enor l J Rov.1 . White, PVC 8 mtorlock'C9v0r'0 ora5n Sachos - rvWh1W 178011117'" Enor i)R 0t While PVC 9 Pocket Cover Head. rvWhiW 1073l T72e Enor l) Royal Wh40 PVC • Romlamom m 40 Operating Bash pmni.tors l Heavy Rolnforc.monl ST•226.144.0.OS2 i(grndo MoBls { AB•Oaly.{7) i1 16 aS41^Tek/Sash Reinforcement Fastener 117595 GLF Co adan I' ' - W.. erstr( ld .. .210a.300Ffn S-IPocketCovlt rioI3/772al Framn:He.el VJ23203NWDDOD Uhm-Fal, l . 210 a.300 Fie 56.1 Pocket Covot 1116117738M.-StO. :.. W23303NiN0D00 "' Ulua•Fab J.. 12A .210,e300 Fln Seal Sash Frames 11282171507Kaepar SasM1 VJ23103NWDDOD U"""`2 .210'a.303Fin5ea15ash Frarna 1I2821775D/LackS3eh 1123303NW0000 Ulu..Fab - .210 s300 Fin Seal Sash Frame 11262177501 Lack Sash W23303NW0000- Ulua•FaD 126 •16}k.300 Fin Seal lnur!ock Cover ll tBO J7727lKee er Sash. W23MINW0000 Ultalral, .18Ta300 Fin Seal lnferbtk Cover /1t80l77277Lock Sash W2320111SVOCO0 UltraraD 12G me WO A.220 Fin 31PI 53sh Fra/Wrightght Leo Sceen ►ra W11225T10vom Unm FaD 13 .200a,340H-0WDSeal SashFramo 1262177501 Lock Sash E20715WM2020 Ultia-FaD•- .... ... .... C-I fn .... ... . 14 Woi Glazes ,afar 5ash 552 Sikaflax Black Sika US 16 O eradn Lock Sash E3GG2.Tmm/0.9.0 PVB Mena er 1G Hurtkano Laminate lm act Cardinal 10 O eradn Nao er Saeh E3662.7nim 10.0.0 PVB Inmrla er Ki - Hurrkano Laminato kn act Cardinal 'IT Glass Serdn Blacks Sash- 2N82K-0.125032-0Od Frank Lowe - 18 ENDURIGWIL4XLEd o$SE aecr: SS-D TYPE .. -' " Cardinal 7 Stainless steel . 19 Face hlountcd KcC r -7 Ist.01:' * "' Troth Hardwero Screen Com "vents notall canpdnents il)'od m sectiod itiosid ' 20 Sinai, LcFmmblt.w White, '- C6316NEWIOZ Sha .S Unlimited 21 1,41bu, Log Frame, Now While. : 06515REW192 Sha oa Uniknitd 22 Tonsbn S nn t .. 2N4 Adopt .. - 23 Fite lass Screen Cloth Charcoal M(T` A 96' 10D2696 m Phirer : 24 Sciceo Splino : _ : - : EX-FLX416543K mLti Pl IJSA 25 Aluminum Carrier K s CK252X280 N• redo Maisie 20 Semen Cii Clear H-684 Product Desgn 27 Semen Clip Clear H-3150 Product Desfa. Mise. Components. Hardware and Hardwam Fastenersfnot a0 components ID'ed in section views 28 36lb. 3 Coll 1984series l Consla.nt Force Balance E03M ' MweDu ITrulh .' 29:: NolUded .' '" N. .' ni ' :ID Hurrk.-Tit Latch' 1657A-003• lV - 11.1. Industrka _ .31 .: PNot DarslTSha td Head EOET. V(abn NdustKes. ..32 .. CAMTypo Svre2 Lack 322OSS-003-EW Truth llardworc.:' 33. WeepHole Cover White H-0OBWNZ. Product Des n: I. .. 34 .. . .. .. .:.. MunOn Bar' � .... ... . WSBW .:.. H ratlefdelals .. . 35 MunWt Bar End Pan. . �9ash OsBP .. ttt�grado Metals 38 Inlerbek Corer OperaUn /Lock Sash HPo60 Yin ICemenl RH Products 37 Interlock Covorl eradng Sashl/Keep., Sash HHiC Vinyl Carmnt RH PoducK 38 G_ftnd End Ca aVAiEc C01564A01 S.I.L. Plastic 39 sWinksa Slcol$W Ica 3r8A iR sash .. .. .. BEAatillo .. .. Smkh Stab .. .. .. 40 10PPf2.18PSD•91f0 X73t8XI Foam Block V10511022 Llntlenm r 41 .75 While Balance Pl." 21300-WO77 Lam.kk 42 Rurrkano Grade, Spring c5025 ... ,mmc3 Spring {Sim I- - 43 Accessory Pan. instanation Translucent 02-MXOISWIOC2 Nor ardSi:conco 44 Safe Seal Lock 322OSS-ODMW Vision industries _ 45 ' ' Safe Seal Kee cr' 8292A403•E17 'w Visn hrdus6tas I '4G ISt32"Trt4tiret.040 R75 Wi rSaahP of Den - 1I'M GLF C.om6on' I '47 " f8.16a0.B50 Ul Wafer ShouWvrl9ash7Hunie...;511h 117341' GLF Cor orallol, :.'48" 18a l ila'Tak While l Locks ..:" " ..:' "' 120378' "' ."' GLF CorpOmtian' 40' 16a 1"Tck Whitc7Kcc ores ': :' 116521 GLF Co m6on 1' 50' 18 a 314-Tak/Pan Head(Balance Shoos "' 12OT65 ... GLF Corporation S7 a5 a:1B'Tek /Soren Ctl' it. 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