Loading...
HomeMy WebLinkAboutNotice of Acceptance i 2 � MIAMI-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 DiOlICETANC E' NOA wivw.miamidade.eov/building. r260 egency Plus,Inc. Locust Gap Highwayount Carmel,PA 17851 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.RE 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. ESCRIPTION: Series 115405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window-LMI",sheets 1 through 10 of 10,dated 01/12/09,with revision L dated 10/20/20,prepared by PTC Product Design Group, LLC,signed and sealed by Robert J.Amoruso, 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,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 distrlibutors and shall be available for inspection at the job site at the request of the Building Official. This NOA 'revises NOA No.20-0526.03 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.20-1103.09 MIAMWADEC xmrryw Expiration Date: July 22,2025 01121/2021 Approval Date: January 21,2021 Page I 'I Regency Plus,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 08-1210.12) 2. Drawing No. RPLS0063, titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6; dated 11/26/08, with revision J dated 01/08/18, prepare&by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 18-0122.12) 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 FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11507-1, dated 08/18/08, revised on 09/03/08 and signed and sealed by Harold Rupp, P.E. (Submitted under NOA No. 08-1210.12) along with marked-up drawings and installation diagram of series 5405 horizontal sliding vinyl window, prepared by National Certified Testing Laboratories,Test Report No.NCTL-110-22724-1,dated 04/27/20,signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0526.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition (2014),dated 03/31/15,with revision dated 09/01/15,and updated to the FBC 61'Edition (2017)with revision 1 dated 04/29/20,prepared by PTC Product Design Group, LLC,signed and sealed by Robert J. Amoruso, P.E. (Submitted tinder NOA No. 20-0526.03) 2. Glazing complies with ASTM E1300-04 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. j Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18,expiring on 02/28/23. I t� Wang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-1 Regency Phis,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6"Edition (2017),and of no financial interest,dated May 15,2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Proposal No. 19-0312 issued to.Regency Plus, Inc. by the Product Control Section, dated May 15,2019,signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0911.04, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window.-- L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0063, titled"Series 5405 Vinyl XO-OX Horizontal Sliding Window—LMI", sheets I through I0 of 10,dated 01/12/09,with revision L dated 10/20/20,prepared by PTC Product Design Group, LLC,signed and sealed by Robert J.Amoruso, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 7"Edition (2020),and of no financial interest, dated 10/20/2020,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No.20-0526.03, issued to Regency Plus, Inc.for their Series 415405" White PVC Horizontal Sliding Window—L.M.I., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao;P.E. i Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-2 a REGENCYPLUS_, INC. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING LARGE MISSILEIMPACT - uo�al O gK'.:R aLINSTALLATION ANCHORAGE ATA4NCµtGN DETAILS NOTES: 'WFO FN aa-- �O jK D W 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2. 2X WOOD FRAMING,IX OR 2X WOOD PUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE:FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL,WHEN 1X BUCK IS USED.INSTALLATION ANCHORS WALL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE)MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE } o DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR oo A m MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Z g n O 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAS 202 AND TAB 203.SEE TEST REPORT NO.NCTL-110-22724-1,DATED 04P47/20 BY NATIONAL CERTIFIED TESTING LABORATORIES.YORK.PA,SIGNED AND SEALED BY HAROLD � 12 0: RUPP.FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z S 5, MATERIAL; G :35.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC PER CURRENT MIAMI-DADE NOA Mj r 52. REINFORCEMENT: ?30 r�N m to 5.2.1. GALVANIZED STEEL TUBE(6.730"X 0 434"X 0.06"THICK,Fy-30-50 ksl&Fu-37 5•68.7 ksl)-SASH PERIMETER 2' z +-m I- -r 522 GALVANIZED STEEL TUBE(0,93Y X 0.730"X 0.05"THICK,Fy-30-50 ksl&Fu-37.5.68 7 ksi)-FIXED MEETING RAIL 7 a n 2 a,Fss, C Z 5.2.3, LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,.INC.PER CURRENT MIAM-DAOE NOA. } W_O p 8 R 6, GLAZING' r[x inz 6,1. GLAZING DETAIL AS TESTED: W U U Q j o gg 6111, OVERALL.718"NOMINAL INSULATING LAMINATED GLASS. W O Cx U 6,1,2 GLASS THICKNESS'.(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. 0: s 6.1.3. LAMINATED LITE:(2)LITES OF LB'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090-TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. _ -' SA A, SPACER TYPE/SIZE:7/10'NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). c o 6115 GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL OUROMETER AND SIKA FLEX'552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL OUROMETER RIGID VINYL GLAZING BEAD. 6,2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL HE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SET TING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER::GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 00 SHORE A DUROMMS!WHERE APPLICABLE. w n 6.3, AS TESTED GLAZING MEETS ASTM El30M9a FOR THE DESIGN CONDITIONS SHOWN IN TIiIS PRODUCT APPROVAL DOCUMENT, em uJ V �4c 07 APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BOR14E DEBRIS REGIONS INCLUDING THE HVHZ. N ,g F," 0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WATH LOAD BEARING SHIM SHIM WHERE SPACE OF V16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114', y a ftbea 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS CS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT Fl.dd.l..E.N.r4 76L INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCFIORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS RECUIRED ANCHOR LOCATIONS HAVE 4-1-TOLERANCE Florian P.E.Liu 4a792 10 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ____T.............__.,�.--„__._..._..._.__.-.........._..._ V-_ ,1,a�5 t�AMF$ 0 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318-MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS Y p0��''i-tiO 1:M98`•.te?,_�i;, WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2-ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-1.I'TOLERANCE SHEET - DESCRIPTION 102. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE -"-'--'-'-' --....._..._____,._._.._..__.___...................___._..._ .—._..._._...-.._._..._............_...._________...._....... p�L ,( 1p Z is WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-I-I'TOLERANCE, 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) 11. FOR ANCHORING INTO METAL STRUCTURE USE 014 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT � 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPING/SELF-DRILLING SCREWS) ppN, LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3)4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT 10 DETAILS,ANCHOR LOCATIONS HAVE tt-1"TOLERANCE. --��--.-•_. _ _ ...�._.........-_._,,. 5 HORIZONTAL SECTIONS-COMPONENT 10&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVEA CORROSION RESISTANT COATING 5 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE _ MINIMUM STRENGTH SPECIFIED BELOW: HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT NEVISeD 1311. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0 56(HVHZ) B ANCHORAGE eu11dhgl�r6 rrah IUD 13.2, CONCRETE,MINIMUM COMPRESSIVE STRENGTH OF 25GD PSI 2D•ti07.D9 133, MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF _ 9 COMPONENT_S e,Krr,<u,n caea-1103.04S-_--- - - 13.4. METAL SUBSTRATE:STEEL 18GA-(0.0428•),=Fy=33KSI=I Fu-45 KSI OR ALUMINUM 6063.75 0.048-THICK MINIMUM. - - - -- - 1-9! 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM F8C HVHZ CODE REQUIREMENTS. 10 81LL OF MATERIALS 8 GLAZING DETAILS 0y at1+m+-e.-"a.Tro-au=s a®.itrar a � a 6TMAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOWFRAME m HEIGHT ----------- 4"MAX.FRAME _ INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPIN60"SASH G WIDTH HEIGHT _ 32" WD,L,O.WIDTH 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE�_. _:D,L.O.WIDTH (CONCRETE SCREWS) o— 56-'"D,L,O. 57�'D.L.O. - -- -- A - -- 6 HEIGHT 4 4 HEIGHT ¢z = g✓ - a 'o wo O a \ �zi S< aw TT it J Y H .' y Meeting Rail $ a o E zo `gJ 5 5 c) 5TIE 4"O.C.TYP. Wiz° a ) 4"O,C,TYP:1�"O.C.TYP. — xoo--{ �+ vi=¢oY m -jaa pJ,<J W Op A 9 WU¢oz M „e 4 4 4 3"TYP. , W Q v 6,c 35 "SASH yI r, ao�i¢ gCl! WIDTH f� g So LL73t z 144"O.C. F ayP SERIES 5405 VINYL XO-OX TYP. HORIZONTAL SLIDING WINDOW X 0 .4 D WEEP HOLES: EXTERIOR VIEW '1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL e ,;! 8 2. 0,180"DIAMETER LOCATED I"AND 1.5"FROM EACH END OF THE BOTTOM RAIL f #` Roeenu Am.-.PE 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK ROnaa PE 140 AU752 apNlugahp,, 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL `V.•t��raEs q�.,,� TRACK 'o0wa EroBE,�9 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 No 49 52 SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE 6. 2.5"WIDE BY 0,375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE ...........o cDa' WOOD AND CONCRETEfMASONRY SUBSTRATES �4 ���:•••• INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME, 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3. +f-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT 3.1, TAPCON MINIMUM SPACING IS 4"OC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. PRODUCT REVISED BetmPl 11 mfl Wlm the Flotlda Olial"e COOCC r10A-N1, 20.1103.09 V-0.0on Pam 0712212025 By Mk a aoloduct contra 63"MAX. -vv d FRAME SE-RIES 5405 VINYL X070X HORIZONTAL SLIDING WINDOW HEIGHT 74"MAX,FRAME --�� WIDTH _ INSTALLATION INTO METAL SUBSTRATE(SMS, TAPPING OR 9 60"SASH ;� =m a; M u HEIGHT 32 33" SEL —DR LLIN SCRE ,- Iz F zp ru m 8 D.L.O.WIDTH D.L.O_WIDTH E R `<'a ti — B. 57�"D.L.O, a q p 8 a ¢Z; -- - --- 56 "D.L.O:-— ---- HEIGHT 4 4 4 HEIGHT a F o a d ( �o �w .,,..... ...._.,........... w w m J Y T1 3 0 j Meeting Rail S ^ N` 3[Jrc rl 5 I X 5 O 6 -4"O.C.TYP.NIV Z z DETAIL 1 4"O.C.TYP.-- - 3 (SEE SHEET 5) 2"O.C.TYP.—• - 6"0,C:TYP,. ^ $ i 2"O.C.TYP.— ci= a Ijt 11?"O.C,TYP. 4"O.C.TYP, x T'=zo m J 1 I 6 O.C.T �11�"O.0 Q oq z �._ TYP. J ....................- a .:......,............. _ __ TYP. 7 y 1 by ___1........... mm 10, X. oz 4 4 <a4 _ - wo 6d � e 3"TYP. a �¢xz r ....35 2'SASH 14 ii' 6 za ri s WIDTH " >p > VESERIES5405VINYLXO-OX U)HORIZONTAL SLIDING WINDOW r4 X Owaa WEEP HOLES: EXTERIOR VIEW 144"O.C. , TYP. 2 E 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 6 6 Rnb."i nr" wP.E 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL cndaPE Wu m�sz I +ppaNyh 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK �. tF•...• fj••. O h 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL �4•4+c eF•.9�� TRACK C? Pao S44 52 4: 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF =�a �1 I .ILr = SERIES 5405 VINYL XO-OX HORIZONTAL THE EXTERIOR SILL FACE SS STATE 8 w; 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW 2s � ............ ... 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE -,,RMA11 N+`� STEEL SUBSTRATES INSTALLATION NOTES; DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME, 2. JAMB ANCHORAGE SAME, +55.0/-55.0 LARGE MISSILE 3. +/.1"TOLERANCE ON ANCHOR LOCATION, IMPACT 11. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRooucTREVISED SPACING IS 2"OC, ae Nr.rlwlm NOA-N". 20-1103.09 -E-FY ft.Otto 0712212026=- _—— -_ EY � P Mle 4 4 2 a ¢ � � o m 0 3 o � VERTICAL SECTION VERTICAL SECTIl7N � VERTICAL SECTIONow HEAD-COMPONENT ID � HEAD-COMPONENT ID HEAD-COMPONENT ID � o s o S 171 17 o S7, 45 4 41 13 p I I (� p 13 G o a o 38 w0 �39 18 0 20 5 I 41 20 z m v 2G; 20 21 I I 21 20 4 a SEE GLAZING J i SEE GLAZING I 21 SEE GLAZING y ow o z ` 21 SEE GLAZING DETAIL 2, DETAIL 2, DETAIL 1, um,�° �K DETAIL 1, SHEET 10 SHEET 10 [[ SHEET 10 w 8 3'�~ SHEEP 10 w�F xw �S 83 e9 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 5;j U 21 21 �u c 20 23 25 20 23 21 21 9 m F R a 13 9 22 20 5 22 20 5Lu J 13 a d LL 3B 17 18 15 15 Rcb`tJ A-P E FlOnd.PC Ito 49752 16 U lJ ,A �.. —. S8 J�+S'jFME, to,, A �d �� 8 5N ti.°Q.�i6 ®� P'. I(1� �J No 45 92 kpS G 33 9� r E:1g 1aW: 3A 18 3A 4�FSS7 0 rL •.�p,�� 17 18 3A n„�ONAj1p• (� VERTICAL SECTIN_ VERTICAL 5EC�ID r VERTICAL SECTION SILL- (,SECT Ill SILL-COAIPUNENT SILL-COMPONENT ID PRODUCT REVISED Ds complyin®®MIIN 4Nat Fluddll u1lding Cnda NOA.No. 20-1103.00 E.P1.0-Onto 0 712 2/2 0 2 5 Nti: us n.rr �m.d.. e ' S Q < SEE G SHEET 0 EET 10 113 15 3 8 i2 .16 15 13 ,,. INTERIOR INTERIOR 10 7 51 w 00 U; 0 Z da a N ..d a n� VIE ao s:i =w 3A 52 w 00 " (� 5. u0� uY W q 21 20 1 6 Q [� 83z g o L�IL7 17 ' .. ❑ S 0 6. 20 u 1 16 17 O. zW 21 L a s SEE GLAZING { w o 38 f 25 13 14 15 SHEET 0 4 v= z w n 1 �� EXTERIOR �C'L CL EXTERIOR EXTERIOR aO�o a UNs x019, N 8 Wo�6, HORIZONTAL HORIZONTAL HORIZONTALZ=a X • Q SECTION D SECTION E SECTION w u OPERABLE.LITE M ETING RAIL FIXED LITE F r JAMBS COMPONENT ID JAMBS-COMPONENT ID JANIBS-COMPONENT ID ;o ff VSn u$ y = R.b"t J A.-,.P E FWndn P.f.Nn 49752 adapatMES riry�r aJ�S�.... 4kri . ti�atyQ-.�aGEllgt.�A!'t} red.' tg 52 i-tPa' 3A ^yD�STATEt0 .� R'o�6�� ' R ,y''ryS��NA�ENap 3B DETAIL I PRODUCT REVISED Uuualnp CodeW�rh the Flolide MASTER FRAME CONSTRUCTION NDA.Nu. :0.„07.D9 6•ph•Don D.t•0 712 212 0 2 8 (SASH FRAME SIMILAR) DY By a i t uci oo Q S a a a r0THERS (SEE LY SECURED IX 1/4" ITW TAPCON #12 OR #14 WOOD SCREW�52 PROPERLY SECURED 1X UCK BY OTHERS 57 INSTALLATION ANCHOR WOOD BUCK BY OTHERS m x INSTALLATION ANCHOR o o OTE 3, SHT. 1) -"''� (SEE NOTE 2, SHT'. 1) ` _ 1/2"DIST. 14 WS 1" MIN. EDGE DIST, d PROTECTON BY - 2X WOOD w o EDGE DIST. 12 WS. 7 8" MIN. EDGE DIST. x m I �W E 3, SHEET 1)-�, � / � BY OTHERS � �^ u� �� SHEATHING (SEE NOTE 2, SHT. 1) w og o i Y OTHERS 1 1/2" MBJ 13Y OTHERS p w C Lb, SHT. 1)---- - �� EMBEDMENT \``� - ,�•'^�.. a ¢p a s -- \.' b a ; .. EXTERIOR FINIS 'rt ,N.1 4 WS: 1 1/'?" MIN EMBEGMEFIT /, - � Y +yam• BY OTHERS #12 WS: 1 3/8" MIN EMBEDMENT _ � {• Ei =•:•;? j SHIM SPACE i I EXTERIOR FINISH— } 1/4" MAX. BY OTHERS r - _SHIM SPACE PERIMETER CAULK/ mw BY OTHERS o PERIMETER CAULK) BY OTHERS Q $p a Z '� m n� co NS< In w a:Lz,>- : a�wOz, �`iu V\ �2O A WINDOW EXTERIOR INTERIRR EXTERIOR INTERIOR WINDOW u 8 U d mi1i ��B HEIGHT HEIri W J i.- mp25 Y o: pp LL N 5;2 �Z OS wp � N�ti AN HOR +0—SUBSTRATE i ty¢ a ^w E 'E (STANCES ARE i ul n ICAL AND (` N 5 =`• M S RED TO BOTH l) 5 m p SI S Of SUBSTRATE i n Raban J Amomw P E ( _ flonHa P E Na\D7S2 O O AE$I p�/z PERIMETER CAULK BY OTHERS-^`"'•^y..,, .. 1/4" MAX. r 1/4" MAX. t j 4�• •�or. SHIM SPACE �_.._._—_.._ _ SHIM SPACE + :a_1.. •fie c \ 1 —i_ PERIMETER CAULK EXTERIOR FINISH —i - ' ••� `Y,_ BY OTHERS �t-",{ #14 WS: 1 1 2" MIN. EMBEDMENT ^9�;�gTACE�� ----�_•':,',;,; BY OTHERS 1 c d+t •-fJ 2 %VS: 1 3/8" MIN. EMBEDMENT '��.n•., t;•'@� CONCRETE BY OTHERS `" a 1 1/2' MIN. n � � 4 acssSOp+Q�p,� ^. (SEE NOTE 2, SHT 1) ' , EMBEDMENT i> �ip,�ONA�E\.•` EXTERIOR FINISH '°'a ,,,,,r--• PROPERLY SECURED 1X•—' BY OTHERS � WOOD BUCK BY OTHERS 2X WOOD (SEE NOTE 3, SHT, 1) SHEATHING BY OTHERS j 1 1/2" MIN. BY OTHERS WOOD BUCK PROTECT€ON 1/4" ITW TAPCON 57 1 EDGE DIST. (SEE NOTE 2, SHT, 1) S INSTALLATION ANCHOR (+14 S: 1" MIN. EDGE DIST. BY OTHERS (SEE NOTE 3, �+12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED SHEET 1) WOOD BUCK BY OTHERS I wr1,^N•FI^•I� 52 P12 OR #14 WOOD SCREW ''�4.9j� INSTALLATION ANCHOR (SEE NOTE 2, SHT, 1) NOA-Nw 20-1103.09 A VERTICALSECTION e.,."U_o.t.0 712 212 0 2 5 (-ONCRGTC;SUBSTRATr AA V>;RTICAL SEC -ION 9y !1 WOOD SLIRSTIL\T[ -rtvi - ai uK\ on&'in' g 4 #14 SHEET METAL SCREW/SELF-DRILLING SCREW J�i 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. .METAL SUBSTRATE(TYP.) BY OTHERSEXTERIOR fITJI5H (SEE NOTE 2, SNT. 1) oBY OTHERS~ '' / Z WN $3 THREADS IJIN. s - w-EMBEDMENT BEYOND O o ZEO INTERIOR WALL 114" MAX.SHIM SPACE 111PERIMETER CAULK - wBY OTHERS go tz OLL INSTALLATION NOTES: z 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING 1.1. MOOD FRAMING, ti LANCHOR-TO-SUBSTRATE 1.2• STEEL STUD FRAMING,EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,ANO ts n N TYPICAL AND 1.4. CUMCRE'TE AMUIUR MASUNRY 2 0 ? N MEASURED TO BOTH y x Q o°a v z J SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETEMASONRY OPENING TO BE a a r_t w a DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,FRAMING AND n-(9 w O a CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD y zj�XO n WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w UU U O C) a e N HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X w O r-d Q BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS Ir w Q eR EXTERIOR 1N THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD DISSIMILAR MATERIALS MUST BE N i 1- �q J$i SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE 7 py RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD j ®�/+s U 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM SHIM WHERE SPACE OF 1/16" a m 8 F OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 114" K a F o wuJ Jri 5 FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH 'TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND I" y .... ILJt MINIMUM EMBEDMENT INTO MASONRY WITH 2-MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED ftberl J Ao .m PC 114" MAX. ANCHOR LOCATIONS HAVE*I-1"'1'01ERANCE FWd.P E 14.40752 o SHIM'SPACE ppNUny� n 6 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING `p��DAMES 4 �i� PERIMETER CAULK U 6.1 #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1318'MINIMUM gr�4.4hGENBP•;9. BY OTHERS�\�` EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR QQ1 Na 48�2 's SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS :a:; •:o L ryi =+- ANCHOR LOCATIONS HAVE+/•1"TOLERANCE 6.2. - #14 FLAT HEAD Wn0D SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A I In'MINIMUM �9?�'g7ATE W EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS �446`y'•L O R;0,:Qom`+ ANCHOR LOCATIONS HAVE+/-1"TOLERANCE EXTERIOR FINISH ,.• 3/4" MIN. 3 T!{READS h11l1. 7 FOR ANCHORING INTO METAL STRUCTURE USE 414 FIAT HEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS .~- EDGE DIST. EMBEDMENT BEYOND (SMS)MATH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) INTERIOR,-WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF 2.ON CENTER LOCATE #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE 41-1" SCREW/SELF-DRILLING SCREW METAL SUBSTRATE TOLERANCE INSTALLATION ANCHOR 54 8Y OTHERS (SEE NOTE 2, SHT. I) 8 INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY PRODUCT REVISED VERTICAL!IC TION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH PI� ten en•rlona. A ASTM E21I2 Mori-ti�ta. 2o.11D7.o® ti11115'RA�h c.*inrbn o.r•07722/2025 ni m�FS.T.ProT•�r tanT.ot- a � rc 2X WOOD I/4" MAX FRAME BY OTHERS SHIM SPACE rl K o o S 1/4" MAX..SHIM PACE 1 1/2" MIN. EMBEDMENT - CON=;BETE (SEE NOTE 2, SHT. 1) -- 1 INTERIOR SHIM AS REOUIRED I" MIN. EMBEDMENT - MASONRY N Sm 'SW S #14 WS: 1 1/2" MIN. EMBEDMENT i 'r:.1t' io Qom x 12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4" ITW TAPCON INSTALLATION ANCHOR O n uj 7 ( Q i 1/2"" MIN. EDGE DISTANCE — CONC. #12 OR #14 WOOD SCREW 52 2" MIN. EDGE DISTWJCE — fdASONRY INSTALLATION ANCHOR 1 J Y Q CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST ' r�G' Q. BY OTHERS �� B 12 WS: 7/8" MIN. EDGE DIST. / I M19� Q (SEE NOTE 2. SHT. 1) s o $ o Qom-PROPERLY SECURED 1X PROPERLY SECURED - --- s. ! ,, Q WOOD BUCK BY OTHERS ¢ "m ,I;.....�. WOOD BUCK BY OTHERS }•';!'. '"•:•: (��O }{ i �Q\ (SEE NOTn 3, SHT. I} c,tu (SEE NOTE 2, SHT. o " WOOD BUCK PROTECTION BY ¢ �� SHEATHING---' EXTERIOa ''r "i'•':"' OTHERS (SEE NOTE 3, SHEET 1) $ m BY OTHERS ` '+ i 7:ro FN m J EXTERIOR FNISH = z >m EXTERIOR FINISH -PERIMETER CAULK PERIMETER CAU BY OTHERS a a o a BY OTHERS BY OTHERS BY OTHERS a o !` it xro VERTICAL SECTION WU'60z BE. C tt'OODSUB.TFR 1-1 ANCHOR-TO-SUBSTRATE D VERTICALSECTION wor xxm° ^ EDGE DISTANCES ARE CO.NCREIEIMASONRY } 6 QI TYPICAL AND StIBSIRNFE MEASURED TO BOTH N >r t 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE U � 1 INTERIOR SHIM AS REOUIRED wO � _$. KV �R�v #14 SHEET METAL N0 a�;T ZEDGE SCREW/SELF—DRILLING SCREW 5 INSTALLATION ANCHOR Rmb,n J.Ame ,P E Flmrida P.E Nm 4�3752 nc WN. {flora/ ST, (TYP.) LOLVIiR SASH JAMBS jpMES SHOWN.SIMILAR .......... Kv { INSTALLATION I`OR �acr No 4 7 3 THREADS I:I14. UPPLiR 1,IXLD LI'rE JAMBS. EMBEDMENT BEYOND INTERIOR WALL a•o's,t ,op'ta ;a:= ��'. STATE O W-�• Q -METAL SUBSTRATE BY OTHERSct o H;ol-e!� i (SEE NOTE 2, SHT. 1) ,'4`i,S�ONALEp.�`�� 1 �;::i:'�+19 tii�L•7� 1 \---EXTERIOR FINISH PERIMETER CAULK-- BY OTHERS BY OTHERS rRooucr eEwseo mmmp !n Ilh Ih.Flolld. euvmne�tmp E NOA-no.VERTICAL SECTION 20-1103.09e.plo0.n 0.1.0 712 212 0 2S tile'rALSUBs7wtlE By ,s 7 fleamfb�dt commr MAIN FRAME SASH S7'OY FRAh9ls , WHITE ' a WHITE RIGID PVC WHITE RIVE PVC POCKET INSERT O cc COVER � 'I OCKIi"1'COVER � PUCKL'1'(,UVLR p o 0 TYP,WALL TICKNESS 0.070" WHITE RIGID PVC WHITE RIGID PVC ITE RIGID PVC TYP.WALL THICKNESS 0,070" TYP.WALL THICKNESS 0,070 TYP.WALL 4 �' TYP.WALL THICKNESS 0.070" THICKNESS 0.070" 2.730' hh--tIs or. F z( }. —`f yp ao 3 250" —3 1 635" GI,AZING BRAD STOP GI,A7]NG DEAD STOP IMPOST MULLION/FIXL+D ��bbll SASH FRAME /;�GLAZING BEAD STOP/SASH _ PIXEDIJ1 R 0JEADANDIANIBS i;55LITIS,MVI'INORAIL MEETING RAIL V 0 WHITE RIGID PVC � IGID PVC © WHITE RIGID PVC �7 WHITE RIGID PVC WHITE TYP.WALL TICKNESS 0,055" r�WHITE RIGID PVC TYP,WALL THICKNESS 0.070`° TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" w LL TYP,WALL THICKNESS 0.066" 1 ^2 a o zGao 1,556^ 0.329"_ r � 1.000' ,t :Y Al zw J z w �s r.' _..... ...... _..._ B.()J 0 Z L X a 10 GLA'l.ING i,I}'i'RAlL HANDLE U, o o Q F O ..._...._.._L 1 1 INTERLOCK COVER @�-y IIURRIC'ANL w 8 a oo " WHITE RIGID PVC WHITE RIGID PVC 17 SASH COVER '11L7'LATCH °w ° a TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED TYP.WALL TICKNESS 0,065" N } s R 5��=-� a r� -i�a.z5an R L 3•z 0 345" i.i21" a 205" q 0 377" 0 709" Rc:be,l J.Amcnt>n,P.F. __....._.... ..... _. .._. 0377" i I pNttUU�N 1 906" I 2,260" `ski IN!A.S 4��iy� 5 E22" y��k�i'ttCE N8 �94 0 669" e;\ Na 49}�7;5�2,�';d 5 RIsiNPOl2CF"MBN'I RPINP012C'F.h1FN_f 1 1 =ve l qqZ°i ¢ i 3 — STEEL 14 STEEL 1 oI2" 0 709" ..�TRTE 9• .��; TYP.WALL TYP.WALL �T ° owpi'.�.`a~ THICKNESS 0.06" THICKNESS 0.05" "trrmna"' o.as7"--� —a►j �0.437"(TYP) 10544" 0.434" •0.730' j ... - 4 ..250'(TYP) .........._____ . �+—•-�----0.750" +-t-- -{---0.935" PRODUyCITREVISED as co p r,% th th.ilurld. 20-1103.09 e.pinNan n.1.071221202S wi m1�6:�.'itrc and`c.niroT' Series 5405%0 Horizontal Slider/BIII of Material Item No. 0—ri eon joart Numb.n ISuppider Matodalor Noae o N m _ From.Co. nant. `Kai u-1 1 Mastar Framo N White 106017782 Ena irg 1 Ra ay I _,_.,- White PVC(21 0 2 Sash Stop Fram.Coven Hed NWhitc f0T0lT736 6—al!Royal Win to PVC(2) _........... .. ....... ...... .... .. ......................................... ... JA PockalCoar NWhite 107317724 ---EarilRoYa1 WhIloPVC(zj_ —►r !--1/2"GLASS BITE m 2 ]B P C v N hl lTTfil ] Enar If Ro al WhN.pVC 2 U Dakar oar W to 77 9 4—Pocket lnsed. _ N White 10Te 17737 EnorgliR.yal While PVC 21 0 7/8"O.A.LAMINATED GLASS G o R fi Ghzin•BcaJ Fiil,ed Svclkn ,,,,,,,,_.-.............................................__.....N_Wliib,l-1QJ,771t8_,,,,,,,,,,,,,,,,,,En ilRoyal _,—_WhIto PVC,Ii)_�, w 09 r•r- -............••• O CONSISTING OF:EXTERIOR -"" — --B—Glazln Bead Filled Section - NYYhIro 109017751 Ene ifRosl Whit.rvei INTERIOR 7 breastMullon Fixed Section N Wide,1063 1?735 Ena I/Ro.I wnhepvc 21-_- LAMINATED GLASS-(2)NOMINAL 118" a o C, o�' N Whlto 138217750 —En.rgil Royal _WhBo PVC 121_ - \ a E a.W 9 —Glazln Dead Stan O ratio Saah3lvonts NWh1tv10fiT17746 Ena IlRo al White ANNEALED GLASS W/0.090" �C3 to GLazingLift.4Handt.(Op.,tingSashllVent NWhIle1056i7147 Ene IlRo d WhkePVC 3 \- KURARAY�AMERICA INC.TROSIFOL "1 14 bdorbckC.—0 ra0n Sash IVant NWhilo1180177z7 Ena I/Ro d WNI.PVo 2 INTERLAYER,7116"AIRSPACE W/ 12 Sash Cover O emtln Sash IVent IVWhlm1072 177 25 Enor URo al While PVC x I STAINLESS STEEL SPACER(TYPE Reinforcement 13 0 ratl. SashlRoinf.—avant ST2261u-0.06x H md.hi.f.b 06"Galt'.1 SS-D),INTERIOR 1/8"TEMPERED 14 ferje-MylNon(Fixed MCHinp Ralij Fiein(orcompnt ST-6B8168-0_.062 HXg adv MatnB -,06'Galy,hj GLASS r 16 k8x518"Tokl Relnlorcomont Fastener 117695 OLF C.r oration \ C7 O N u Wvath..t in 1 U 0 16 210x.300 Fin Seal Pocket C.-1107317724• W23303NV40000 Ulva•Fab _ `- "� GLAZING DETAIL l � � � 16 -210 x.ODO Fln Seal Patkel Cover!187]/7724 W233gLhl 00 QUl=-Fab EXTERIOR 19 d - # •• 10 210x.300FIn3.uIlmPoetMulikn 11Q6317736 W233o3NW0011 OPERATING SASH JAMB SHOWN. za 3 17 .197 a jii Fln Sovl lnavrlvck Caver 1116017727 W2330INWOODO Y �O 17 -187x.300FInSoallnlorla.NCovor o fBbcks/1180/7727 W23301NY10000 8 4 SAME AT HEAD AND STILL. a y 17 .187 a.300 Fin Seal Sash Fmme 1128217750/Enc I W2330INW000D 2 "°3Z17 .107 x.300 Fla,Seat Sash Frame/1252177601EiadarTo W233DINWOODO f 18 .210x.220Fin Seal Sdsh Fmma 11282 1 7750 1Eatedvr Base W23223NWODDO Ultra-Fab ! Ada q 19 210 x.220 Fin Sad Sash Fmme iSinglaLS2.Scrvan Fmmo GtazinW112257W0000 Ultra-Fab QQ T a C7 J 20 Wet Glaze lOperadng Sash)f 1Flxed Seaton) 552 S'kaft.Black Sika US V W f=� 21 E36827mmf09A PVB ImadeyarlG - Hu rkane Lnminol.impact Curd nal- W U�RK 4 32 Glass Svdin BkcNa Flx.d Bass 2NB.81C-0 125-032-064 Frank Lo o i` 4• 0 O U O W -9 v� 33 GL1as SeNing BWcks Sash Baso 2NBdK-0125-020-an Frank Lo v \\ UJ J X 2Ml 24 ENDUR IG wrlh%L EO a SS Spacvrl SS U TYPE) Caminat Stalnl.ss steel $� Semen Componentsinot.Q com onents lO etl In svctlon vkws) 5 INTERIOR N �LLO b 25 Sin I.La Frame Now Whlm 06516NEW192 Sha vs UnthnNod utJ 28 Douhk La Fmmo Now White OBSISNEW197 Sha os Uniknitod �m b 27 Tanekn Springs 2504 Adept 20 In vF 411 F 28 FSisbmvrgtass Scroen cloth Gharc0al(I8"x 600' PnNer I W 1t 29 1FLX-016K BnperiaiPWstic USA w ]O Aluminum Corna,Koyv CK252X260 iHyOmdaMataM / 1/2" GLASS BITE 31 Screen 611p_Clear HdisD product Design Mae.Corn onenn4,Hardware and Hardwom Feats ra not all components ID'od In section views) EXTERIOR \ Weep Hulo C.—Whim _H-808WH2 ,,,,,,,,,,,, ,Product Design_,.... _ _. _ \ Robert J.Nnaum,P.E. 33 SWinlese Steel Ball Beadn RoOom WR03-R3 Product Design \ �' Fl t.P.E No 49752 34 Black Glazing To t(8 x 318 x 65"Flxed Section VENNG-1208B Industrial Sales 35 tat.,I ck Cover O omila Sash IVant HHbg Vinyl Camonl RII Producks _ `� e`tt.tturzzzy/ 36 LINmO Entl W s Whiia____-.________. 00165CODI 5.LL.Plastic 718"O.A.LAMINATED GLASS 77__Stainless Stool Startles]70x 1/2 Sash 8EA 1022 Smllh Sra:fv 24 CONSISTING OF:EXTERIOR .•r, 38 30PP12.18P50•o116X13/8%3FwanBlock W051102z Ltnd—e r LAMINATED GLASS-(2)NOMINAL _`moo`)N',4g 52 `• S! as Hurrkanc G aria Spring _—_C3025 somas Spring Wbo 1/8"ANNEALED GLASS W/0.090" 40 Accessory Padslast.11alkn Translucent 024dX016001gC2 Novagard Sxicones p: qa !�• M........,..-. ...,...m.. _..... 61 Hurrkonv TIN Latelr......__......................................................._...' to67A-oDJ•EW vbkn tndaatdas ........_..._._....................... KURARAY AMERICA INC. STATE' 'lug 42 Sofa Seel Lock 322OSS-003-EW Visionlndustdes _ TROSIFOL INTERL.AYER,7/16" ��t:'FtoRto*•'��'�•``� 44 6B18.0.SOFIatWaferShouldorlSasblNurtk...Latch —1373441 3292A.0uJEW GLFCtrrVisiondon orie� AIRSPACE W/STAINLESS STEEL �,''hs�oNA� 45 Yfia1114'LokWhitrt!Locks 120376 GLF CDrvomflon '-- SPACER(TYPE SS-D),INTERIOR' 46 aS.VTvkWhH.IKceers 1t0621 GLF Co .radon 1/8"TEMPERED GLASS 47 YSxilM"Talk While l impost Motion Reber 156180 GLF Co omtlon 48 08x3 U2"Phil Pan HD SMS Sell S ra 1kn vat Mutilon 126913 GLF Ca .radon 49yon Wesherl tmnvst Mullbtt 1060]0 GLF Co oration , 50 - GLAZING.DETAIL 2 Ko pork"_.,...,...,~•..,._._....~.-_.-InstallatldnFastvna5rs-003•EW „,_TruNHerdom• .-, ....,�. _— .. ..... -........ w Steel —' ------- FIXED LITE HEAD SHOWN.SA1IME PRODUCT REVISED 10a.Wm 1.Ft.d4a AT SILL AND JAMBS. NOA N.. 2011Da.oD 62 n120Ro14 W0005CREV! n!a Into Steel t3u9dlna aoa. 53 il4"ADVANCED THREADFORM TAPCDN Na ITW Slact —~-----........_.__...._------ ..............._................._._. i ev,ntmta.R.I.0712212025 64 st45HEETMETAL OR SEIF•DRILLlNGSCREW Na nfa Steti (1)Nr6 rMetah5podilaU.m AlS1 l00sto 1010.CSTwe Aanda.3OW to W IS1 Yield Seem'!,G,U)" Ind 6 "'�-a y. I7)EN[ADIiFN[ST1UbON SOLUTIOMS USA,INC.,ptRCURAENT MIAMI-.ADC NOTICEOF ACCEPTANCE INOAI• - mi"mogvo-