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HomeMy WebLinkAboutNOA - Sliding Window MIAMI-DARE MIAMI--DADE COUNTY a 11LIku PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DWISIO T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA��ECE%VED www.miamidagE.gov/economy Regency PIus,Inc. 1. 2000 Locust Gap Highway MAR 0 2 2020 Mount Carmel,PA 17851 COPE: ST. Lucie County, Permitting 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 Co e 1- yeloPAN HuE&ggeo e DESCRIPTION: Series"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: 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,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Renewal 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 -0 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. LUINSPECTION: 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 renews NOA No. 18-0122.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0911.04 MAMMADE COUNTYM Expiration Date: July 22,2020 s Approval Date: October 11,2018 Page 1 1 0/02/1� Regency Plus,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. 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,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous 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. NTCL-110-11507.1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC Product Design Group,LLC,signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 15-0618.03) 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. 17-1114.14 issued to Kuraray America,Inc.for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 08/10/17, expiring on 02/28/18. Manuel Pere ,P. . Product Control Ex mi r NOA No. 18-0911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVHTTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th Edition (2017),dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110.11507-1, issued by -National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507.1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pe ez,P.E. Product Control xa iner NOA No.1 - 911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None 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. 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. 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. F. STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager. 2. Testing agreement letter,dated 06/12/18 between National Certified Testing Laboratories (NCTL)and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. G. OTHERS 1. Notice of Acceptance No. 18-0122.12, issued to Regency Plus, Inc. for their Series "5405"White PVC Horizontal Sliding Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pez,P. . Product Controlxaminer NOA No.X - 4 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. IMPACT SERIES"5409 HORIZONTAL SLIDER WINDOW- LAH W MSTALLATIONANCHLORAGEDETAMLS W o 0 s a oV a �n GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY Qj 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. 3 $ LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS �p £� a O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO z —gm MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR B 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE O: UPON SIGNED AND SEALED TEST REPORT 72 GLAZING INTERLAYER KURAR4Y AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE >- ul O NCTLA 10-11507-1 DATED 08110108 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK 3 7 Z ® ACCORDTORY STAMPED ANCE WITH HIGH DRAWINGS AND HURRICANE ZpIdE IN NOTICE OF ACCEPTANCE(IVDA). SERE SPACE OFMUM �1/16LE 5NCH OR GHIM S17E REATER RCH.SHIM w OCCURS. ]O.INSTALLATION ANCHORS SHALL BE INSTALLED IN z Q F ..Ll TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED, SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS CL 40- g N z PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ,�¢ O Q 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS F N w a TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO W000 FRAMING,USE M12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE c1 5 Oz- THE ZTHE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'X!AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH ANCHOR MANUFACTURER. Z5�x 0 WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7B (WW7 p U 0 J HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL Yg11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS K-,N Q 0:FOXED PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE $ &-,K 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIES: N W W � MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, w Z RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF A A WOOD PROTECTION.WOOD PROTECTION.WOOD- N CWD _ TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(G1=1.8) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. U 8 8 STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ® HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST ¢ gg OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 1/21NCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS d S 6 APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12- 1-1/2 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. S.1X AND 2X BUCKS EN USED SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. m LL (WH ) 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 52.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. n STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 2 INCH MINIMUM EDGE DISTANCE ®C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT I MEDIUM VMG14T WITH DENSITY>117 PCF- Roben.I.A—.,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE g8 X 1 112 INCH Florida P.E Nm 49752 BINSTALLATION WOOD SCREWS. ` %IIff, GENERIC AND MAY NOT REFLECT ACDESCRIBED HEREIN I L CONDITIONS 7,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE A...$ FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO ��4i.•�.G ENS' INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. . O: F •G DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 4:9752 •:O ELECT ONE OF THE FOLLOWING OPTIONS: *1 q 1�•3 A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED STATE (3F ,• ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.Z REQUIRE THAT A ONE-TIME SITE arROov !Rv Q Fa 'wASd �e�iQs`O R 1�P'4\��` B ISPECIFIINSIDE G APPROVAL BE APPLIED F RAND OBTAINED %Ming Co3e I 0 ���Ip�d A� FROM THE MIAMI-DAOE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4empXs9Co No j SHEET REV. SHEET DESCRIPTION Ccl�..41••a its _ ' �� 1 F GENERAL AND INSTALLATION NOTES �9. 2 F ELEVATION AND ANCHOR LAYOUTS 43bXladc:rxliiat-s�. PRODUCTREVISED v as cemplyang wih Itm Fbida I 3 F VERTICAL SECTIONS 1... Building Code Acuplmce No 8-0122"2 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Exptmiim Do q i 5 F CORNER DETAIL BY 8 F COMPONENTS AND BILL OF MATERIALS t5S 0 LARGE MISSILE IM16. Dnde Prtmd m I IMPACT 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) m @ HEAD&SILL @ HEAD&SILL $ FROM PARTING 12 1/2"MAX.O.C.(TYP.) — STOP CORNERS @ HEAD&SILL 4 w 8 114"MAX. ;t �`m FROM PARTING w o STOP CORNERS(TYP.) a ¢ e ° a 5 1/2"MAX. FROM FRAME CORNERS(TYP.) i! 13" i 12" LL O.C.TYP. O i X O.C.TYP. _ ° 74"MAX, ii ASN FRAME WIDTH ii a o� 34 3/16" 33" MAX. MAX. INSTALLATION D.L.O. D.L.O. ANCHOR(TYP-)) II Z Q ~ a a a a o 63" +j TI I a —P EE,dz �ILu a MAX. PARTING STOP $ HEIGHT ANCHOR P.ME 6"MAX.O.C.FROM lu o FRAME CORNERS(TYP.) og 58 3/4" B C STEEL REINFORCEMENT N m rr �a MAX. FIXED W/ 2 EVENLY 3"MAX.(TYP.)@ HEAD&SILL w w ,tim 3 3 ( ) FOR WOOD SCREWS �i D.L,O. SPACED METAL SCREWS 4"MAX.(TYP.)@HEAD&SILL© �j i II FOR CONCRETE SCREWS — kkgp� u _ R F/// ii /� 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL© R"bAJ.A—,P.E. F FlorI W P.E No.49752 4 li 3 4 6"MAX,FROM C.L.(TYP.)@ HEAD& II 57 1/2" SILL FOR WOOD SCREWS. D MAX, 7"MAX.FROM C.L.(TYP.)@ HEAD& ii D.L.O. SILL FOR CONCRETE SCREWS. Q�: No 43752 — II G ANCHOR LAYOUT STEEL ii REINFORCEMEN EXTERIOR VIEW ✓ioocry; O Rlpp �; I I 1 1/2"x 1/4"WEEP HOLE 2 518"FROM END(TYP.) FA)r g lk PRODUCT REVISED da l.4.2 C. �1A3 E!x FBm§sY — ilh"Florida q!JA—pt— aIr"gw a 1:nr ro"/8• t 1'Q2Building Code ; 3 ELEVATION l7mSaaw(Z Tbl� r EXTERIOR VIEW a m3s i°rnd!rer o iam' ad.Product I J I ONE BY WOOD13 1/4" IT1N TAPCON #12 WOOD SCREW 12 ONE BY WOOD s BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) a WOOD BUCK PROTECTION BY 1 1/2" MIN. SHEATHING EDGE DIST. ti OTHERS (SEE INST. NOTE EDGE DIST. BY OTHERS BYOOTB ERSOOD '19 11A) ` v vc ' v . (SEE NOTE 4, SHT. 1) W CONCRETE BY OTHERS o. EXTERIOR FINISH ° (SEE NOTE 4, SHT. 1) ) v� . v v a 1 1/2" MIN. BY L ;9 OTHERS :¢ ?„'<y } w 'v a EMBEDMENT 8 X 1 1 2 '��'r`�•- ~ t0 v # / ac;;Mu; 1 1/2” MIN. ° WS o WOOD SCREW :3+• EMBEDMENT c o #8 X 1 1/2° 14 #8 X 1 1/2' 14 r,` t t; R WOOD SCREW r, ' WOOD SCREW 1/4" MAX. 1/4" MAX. EXTERIOR FINISH �� SHIM SPACE 10 SHIM SPACE BY OTHERS PERIMETER CAULK Q❑ 10 B OTHERS n P1 PERIMETER CAULK m o D 1 I l rf}I BY OTHERS Q❑ 6 10 0 a o a�;z 2 U 4 5 LJ 8 HEIGHT to w N o �rmmz 16 15 2 P 4 ?xaZU 16 15IL FW^—ty UfA�O� VERTICAL SECTION a tn EXTERIOR B r,�"" ANELSxTll5owN. W��G W B F { WINDOW FtxEDsnmAR INTERIOR EXTERIOR INTERIOR z oo ME co>Lu �+ " o y nn I HEIGHT SEE GLAZING C VERTICAL SECTION N 0: �gffir SHEAET 3 15 oP�LESP SHOWN. vWi 1 5 16 fum SmmAR 4 a 227 6 INTERIOR 5 21 11 9 2 8 16 4 15 a // n 1 11 'l Robert J.Amoroso,P.E. IUI U 6 Flotloa P.E.No.49752 22 tMlrysr', 24 10 23 `a,�a��,G E. q"41 PERIMETER CAULK 1 SF:'PGS BY OTHERS 10 Q❑ 14 #8 X 1 1/2" 21OOD SCREW No 49742 4 W W1R14 17 WOOD SCREW 1/4" MAX• SHIM SPACE Q STAATE540F ❑ ❑ .c�•,•i, .qtr I: EXTERIOR FINISH © BY OTHERS �ONALrEe�G�,, CONCRETE BY OTHERS p 1 1/2" MIN. (SEE NOTE 4, SHT. 1) `'pp a e a " EMBEDMENT I i e p pa •p c p R®DUCS PRODUCE REMSM ONE BY WOOD 15 18 16 25 rami aCu'la ffi, gscentpy"do, .eP6arida ` { BUCK BY OTHERS 1/4" [TW TAPCON 13 1 1/2" MIN. 'Imp,-ce J$-09!!. B�,dme°a�° INSTALLATION ANCHOR Q EXTERIOR acceptmce]JoI •al�lP 12 { (SEE NOTE 5, SHT. 1) EDGE DIST. ""Pin oo@nt¢ ERphation Dat (� I WOOD BUCK PROTECTION A VER 'ICRAL �SEECBTION D IiORIZONTAL SECTION By ' By B OTHERS (SEE INST. oPSReR PANEL SHOWN Of2lo rPmdceL i rdi mwe mz NOTE 11A) I 1 xj 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW Q s #8 X 1 1/2" 14SHIM AS 14 WOOD SCREW 1/4" MAX. REQUIRED 1 1 1/2" MIN. EMBEDMENT — CONCRETE 1 1/2" MIN SHIM SPACE 1" MIN, EMBEDMENT — MASONRY 13 � EMBEDMENT 10 1 19 17 16 OR 15 18 3 7 6 10 1/4" ITW TAPCON INSTALLATION ANCHOR 4 SHIM AS REQUIRED FE 12 WOOD SCREW p 1 1/2"" MIN. EDGE DISTANCE — CONC. o� # 12 q p p 2" MIN. EDGE DISTANCE — MASONRY zL a tu N o INSTALLATION ANCHOR CONCRETE OR MASONRY p BY OTHERS 7/8" MIN. p , p EDGE DISTANCE Q (SEE NOTE 4, SHT. 1) p' p' ISOLATION MATERIAL BETWEEN a 2 8 21 23 p •Q• WOOD BUCK & MASONRY �rii D r�_... OPENING BY OTHERS o� z 3 0 TWO BY WOOD pm CL FRAME BY OTHERS =''srs';; D��I f�O Zz Q SEE NOTE 4, SHT. 1 ONE BY WOOD �a ( ) ;• *`. s BUCK BY OTHERS 0:0 SHEATHING ''"1 - ;^'f:i-'. Q Q (SEE NOTE 5, SHT. 1) > p. a BY OTHERS 20 15 EXTERIOR 5 1 10 W. Ij wQ #8 X 1 1/2" 14 #8 X 1 1/2" F WOOD SCREW 14 10 PERIMETER CAULK PERIMETER CAULK WOOD SCREW vi=¢zo w Z BY OTHERS BY OTHERS ( 0 s EXTERIOR FINISH 9L f3 yZ BY OTHERS EXTERIOR FINIS > uJ cc ORIZONTAL SECTION BY OTHERS HN _ E pmmemFRsAP��S,rnm ee) 4HORIZO �S� wW� �SHOWN, F RbMsMVb J. �� g (OPMALEPANELMOWN, w y0z FIXED PANEL SMAR) o WF= N wy %Wa Le O ge 7/8" O.A. LAMINATED GLASS CONSISTING ¢z s 15 OF: EXTERIOR LAMINATED GLASS — �N �� aw (2) 1/8" ANNEALED GLASS W/ 0.090" — Ir � LL KURARAY AMERICA INC. TROSIFOL = 8 INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robart J.A=rdSO,P.E. INTERIOR 1/8- TEMPERED GLASS Halde P.E.No.49752 15 15 EXTERIOR \ 28 18 !J\ �OA \\\4PS`�..........4f, i A;A TERIOR 17 No 497521/2„ —GLASS BITEI EXTESTATE OFERIOR 2" GLASS BITE® e 27 °° O16 4toftcr kBtM WeD RODUCP REVISED GLAZING DETAIL I m"a�roybiK xut.t e n + WWIt6e Florida GLAZING DETAIL 2 "'`�''`"1.41 ,:991L. z:o e c�o :•utsEic;eAlo04�•tn „m"eNo] •0124•v2 E•iairiL'•�e E)r:rC �v�Q Du7 if � fC N_s t�.e Gru!Rrst'Cort .fi.ni 7ydr P:cKlacr ) a s WELDED MITERED s ` CORNER CONSTRUCTION 4 W a O" 0 3 � � N E ^gam 0 12" O.C. _t7r�� U vi (TYP) N=¢Za�ywz 11QIs Z 14 Lu z 3 zo sI� / 4 ED0 �E LU 01 ul N al X 5 ® © al TILT LATCH o.ssr STEEL-ZINC COATED ` LL 0.176" 0.323" 4 o.3as" S SHIM 0.206' D CORNER DETAIL �����PF NOTE: 1X PT WOOD BUCK Fbr tla P.E Na 09752 PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166"� 0'3� ❑ 0,709• �� pPJIES qBi,,� TO BE SEALED TO 1X PT WOOD BUCK 0.3T7"— TO zso•1.906" •�cENs Q: No 49752 ':0 WITH SIKA 551 SILICONE 6.622" 0.669" ❑ = V✓"_ `\ �� = i e i O0.803" 1,067" O �:. STATE OF T. O 1 4 1.012" , 0.709" B'��ejoaEDE III`O113A90 0.544' 4c;YPt1CFUBfiPt 'E93PRODUCT REVISED I 05.x;@4tay VIM,toe I-10A& as cornwa th*Flaft I Z 4s;:2irge:rxii 0044.Code I I ulcr�,�rat2�,� I .0 BY I moi ,IFR(LT:'SaNaeQ..0 m.N .�'I(1o,1,'Z{e 1 Qi MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC 112"X 1/2"EACH END(INT.TRACK) WHITE RIGID PVC GLAZING STOP W/HANDLE 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THKWHITE RIGID PVC ® WHITE RIGID PVC m W 518"X 318"EACH END(EXT,TRACK) 0.055"THK 0.055"THK. a 5/i6" T4 3/16" 1 1ii ] /i15/1W I�rJI -�- be 0 0 LL /16" —,1 1/8" 1`5/16 a wG �V o 2 3/4" SASH COVER 17 GLAZING STOP-FAKED LITE IS) PANEL STOP/FRAME COVER QOWHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 5/16" 00 0.075"THK. 0.070"THK. 16"0.050"THK. �� 1/2 9/16" c AeeePsrx PFc -O ),D¢ � B meoa 41ne¢ O C o / 1 3/8" I 1" y ; m 1` "R�ira, cors!°rE' f+ .•.I �¢F � � ' 5 POCKET COVERs POCKET COVER a 0 (EXT"TRACK) O (INT.TRACK) TILT LATCH BILL OF MATERIALS =m10 WHITE RIGID PVC STEEL-ZINC COATED ITEM# DESCRIPTION MATERIAL SUPPLIER a T ¢o m U tq WHITE RIGID PVC ¢� z O.D70"THK 1 MAIN FRAME WHITE RIGID PVC "EFS n a o�i 0.070"THK SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC ••EFS a w R m 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS v� 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC '•EFS v c m q s 1 1 1/16" 1 1/16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS z ~$ ` - WEEP HOLES: 6 POCKET COVER INT.TRACK) WHITE RIGID PVC ••EFS g rn z g LL 7 SASH COVER WHITE RIGID PVC ••EFS `" Fra t � i 7/8" � 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010• REGENCY PLUS,INC. N o a f 1 7/8"-.( 3/4•X 318"EACH END 1/4"X 9116"MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC •'EFS Ac�i # 10 PARTING STOP WOOD PT SYP G=0.55 MIN. E `§w O INTERLOCK COVER Q REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH - 18 FIXED MEETING RAIL. 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL E S WHITE RIGID PVC SASH FRAME f< O 0.070"THK. STEEL WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL ITW 0.066"THK. 14 #8 X 1 1/2"WOOD SCREW f 0,050"THICK STEEL -- RotxulJ.Amotus"p.E Fy=30-50 SKI 715 7/8"O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL R."P,E No.49762 15/16" Fu=37.5-68.7 KPS! DETAIL ON SHEET 4 x111111/ � ) p► /r, f�11 16 SIKA FLEX 552 SILICONE SIKA ����� S C /16" MEN:�..I90•,e �J 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC -EFS 00;• F N S 1 � 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC ••EFS No 49762 *6 19 PANEL STOP/FRAME COVER WHITE RIGID PVC 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS 10 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB PARTING STOP 25 REINFORCEMENT STATE OF :4i 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G F..,• O 10 WOOD 2 1/16" FIXED MEETING RAIL 23 24 WEEP OLE COVERS (1057 EWXSEE NOTE BELOW) STEEL -ZINC COATED RVISSIONNI IND. '�,�r`S��..... STEEL �uulnua 0.050°THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 100811010 REGENCY PLUS,INC. ' Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD(SETTING BLOCK-2NMK-1 25-028-026) NEOPRENE FRANK I OWE 0.060'THK. NOTE HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER RbDUCTg mith U. 1 1/2" as ildiog od with tho Florida " ,- 13/16 FRAME.NOT SHOWN IN DRAWING. Uuild'wg Code 15/16" A.rep 1110 1_ eu D" 'ASTM A-A1008A/Al 09 •• EFS:ENERGI FENESTRATION SOLUTIONS 5/8 �3/4„ 1 1/8' USA,INC.,PER CURRENT MD NOA. ©Yede Pro&rl 1