Loading...
HomeMy WebLinkAboutProduct Approval /� 2- J IPJ l RECEIVED Y JUN 05 2018 MIAMI•QADE ST. Luce Count Permittin MIAMI-DADE COUNTY 2- = 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7bKkidd _,Onm F(786)315-2111 AC CEPTANCE Regency Plus,Inc. 2000 Locust Gap Highway kmor Mount 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including 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 Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Coun Pr MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall ear 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0618.03 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. 18-0122.12 roiAMWADe COuNnr 11 f S Expiration Date: July 22,2019 Approval Date: March 08,2018 3Pa e Regucncy 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, Sheets 1 through 6 of 6,titled"Impact Series 5405 Horizontal Slider Window",dated 11/26/08,with revision H dated 09/24/15,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per 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. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. ManuelPer .E. Product Control a finer NOA No. 18 22.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51h Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert I Amoruso,P.E. 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. 14-0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and expiring on 07/22/19. Ll Manuel P ez, .E. Product Control xa iner NOA No.1 - 122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0063, Sheets 1 through 6 of 6,titled"Impact Series 5405 Horizontal Slider Window",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. 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. 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. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 61 Edition (2017),dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. 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 Per P . Product Control Ea ' er NOA No. 18-0122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS, INC. a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW— LMI w FU INSTALLATIONANCHORAGE DETAILS w o LL a �R INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.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 m m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENEROI FENESTRATION HAVE A CORROSION RESISTANT COATING. 3 m u- HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS p y 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 8 � MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR rn W 2.THE PRODUCT ETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE C UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y Uj O NCTL-110-11507-1 DATED 08IM08 AND ASSOCIATED TRBAI IFOL INTERLAYER PER CURRENT MIAMI DADE THRU MN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK Q J Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE INCA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM U N O ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONEZ O�<F U m WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS N i PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL a 0.d y 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM El300-04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS w TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE U to 2 THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS•X•AND'O•STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE/12 INCH ANCHOR MANUFACTURER, Z U =C I". WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7l8 W U'O Z v 4 e HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS UJ-�I• < $ 0:FIXED PANELe HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE rn aJ as 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIES: 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, Z € RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- W O Y TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. 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 Qa OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 12 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 1-12 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. 5.IX AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. 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. S STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 5.22. 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 MEDIUM WEIGHT WITH DENSITY>117 PCF. Roan J.n„s,tuso,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 12 INCH Florida P .No.49752 WOOD SCREWS. 8.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 7,MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �� �,�AM ES q�.,�� GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSEe�4,P�•'�G E lYs••,D,y y� WALL FINISHES,INCLUDING BUT NOT LIMITED TO INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. ••G� DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 49752 S O ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED *1 01 ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE OF :Q/- SITE Q/SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ,c.;.t• �[/� DOCUMENT. ��<;Q• B INSIDE HVHZ:SPECIFICC APPROVIAL B AE PPPLIED FOR AND OBTAINED IRE THAT A ONE-TIME SITEi���S`,� A000 I%%, ® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES ODIICTREVISFD 2 F ELEVATION AND ANCHOR LAYOUTS lcceprwm ..plying with the R.-Aa 3 F VERTICAL SECTIONS uilding Cade Na 64 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING IPSP) IMPACT RATING ."imiou Da5 F CORNER DETAIL 8 F COMPONENTS AND BILL OF MATERIALS 55 0 LARGE MISSILE y IMPACT ian Ucde Product 7 3/4" F O CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL W 8 1/4"MAX. FU FROM PARTING W °LL STOP CORNERS(TYP.) a <R 0 a I � 51/2. MAX. FROMMFRAME " u CORNERS(TYP.) n 13" " O.C.TYP. ;; O.C.TYP. $ e ° O X z g 74"MAX. RAME WIDT oo 34 3/16" 33" ii m5 MAX. MAX. INSTALLATION ;; ? <o >02 F D.L.O. D.L.O. ANCHOR(TYP.) a a pU �'yz 63" acalWEai � MAX. U~z 0 z FRAME PARTING STOP w$v oQ q HEIGHT ANCHOR(TYP.) 6"MAX.O.C.FROM w �o � FRAME CORNERS(TYP.) 8 wa 4LL Mme"F B C STEEL REINFORCEMENTZ 3"MAX.(TYP.)@ HEAD&SILL NLU D.L.O. 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS U S ACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL G R FOR CONCRETE SCREWS - ~" S Fo It F 3"MAX.FROM C.L.(TYP.)@HEAD&SILL© Poben J.A-so.P.E. D Fhrida P.E.No.<975� 4 6"MAX.FROM C.L.(TYP.)@ HEAD& E ;; 57 1/2" SILL FOR WOOD SCREWS. ��.�``��jpMES q4�.,�� D MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& .��,`�4`•��cEniSF•Og D.L.O. SILL FOR CONCRETE SCREWS. II �� No 49752 ANCHOR LAYOUT G 9• STATS, 3F STEEL off. �:'tu EXTERIOR VIEW REINFORCEMENToa�C. Q,2 E�e�`� 1 1/2"x 1/4"WEEP HOLE PRooucrREVISED A 2 5/8"FROM END(TYP.) omdrina wig me Flim i3uildmg CoAe ELEVATION EXTERIOR VIEW n;iam "a<n aun r , t r r Y Y ONE BY WOOD1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER t3 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) 1 12WOOD BUCK PROTECTION BY LEDGE"DIST. SHEATHING EDGE DIST. TWO BY WOOD OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS o! 11A) v v vv. v `v v . v (SEE NOTE 4, SHT. 1) CONCRETE BY OTHERS -. v v. EXTERIOR FINISH w U (SEE® NOTE 4, SHT. 1) 1/2" MIN. BY OTHERS ^".`st•. w o m 10 =� v v EMBEDMENT #8 X 1 1/2" iYtiv; o �c ••.,. 1 1/2" MIN. g g #8 X 1 1/2" '"i'; r<: WOOD SCREW ;s<•:-. 14 14 8 X 1 1/2 14 EMBEDMENT a a" WOOD SCR '`' WOOD SCREW EXTERIOR FINISH 1/4- MAX. 1/4" MAX. BY OTHERS �OM SHIM SPACE 10 SHISPACE PERIMETER CAULK Qo 10 BY OTHERS 21 PERIMETER CAULK od 1 BY OTHERS Q� 10 o e `�����JJJJ cZ 21 3 Q 5 8 1 f}� WINDO 6 r w 3 2 4 5 lIl n 8 HEIGH 16 15 !I, 11 �_,z O v t° VVV r ~ CL Z z 2 4 y S P r q 18 15 U Ld L VERTICAL SECTION Z:)=0 B CONCRE'M SUBSIRA7E w p U O O� WINDOW EXTERIOR n OPERABLE PANEL SHOWN, W J�:A� �� 53 FUO�SDAR.AR INTERIOR EXTERIOR INTERIORg� HEIGHT SEE GLAZING VERTICAL SECTION w _ DETAIL 2WOOD SUBSIRAM 15 Cuj 18 SHEET 3 OPERABIEPANELSHOWN. N , Sa Pn®Snm AR 9 4 2 27 8 INTERIOR n $ 5 11 9 2 8 16 4 15 S ///(f� I� 21 1 rl U Robw J.A-so,P.E. IJ 6 Florid.P.E.No.49752 22 24 1 I 23 0�4%,"JAMES 4**fi��� PERIMETER CAULK 10 10 le�%GEMs D,yG� BY OTHERS Qo t4 #8 X SCREW 21 No 497 2 %' #8 X 1 1/2" u n a '+r WOOD SCREW r_� 1/4" MAX. ❑� � �� SHIM SPACE o o t. STATE OF (ti EXTERIOR FINISH ,:.;.t�,• I I I Illllllllliir aIMIIIMI (�` p R I O•.�'fit�� OTHERS CONCRETE BYOTHERS � / a o �iia (SEE NOTE 4, SHT. 1) eQ a 1 1/2" MIN. a a EMBEDMENT c cc ONE BY WOOD o 15 18 16 25 PRos S��g��,;a, BUCK BY OTHERS 1/4" ITW TAPCON 19 1 1/2" MIN. l:iQEBLQR B� o 1 D124.12 (SEE NOTE 5. SHT. 1) NSTALLATION ANCHOR EDGE DIST. ® FxPKe�;, ODD BUCK PROTECTION p VERTICAL EMSUSEAcTION U HORIZONTAL SECTION By BY OTHERS (SEE INST. OPERRALE PANEL SHOWN, KUMn .dd NOTE 11A) FOWSWILAR a > 1/4" MAX. SHIM SPACE X48 X 1 1/2" WOOD SCREW � /8 X 1 1/2_ 14 SHIM AS 14 WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT – CONCRETE 1 1/2" MIN SHIM SPACE 15 16 3 7 6 10 1" MIN. EMBEDMENT – MASONRY EMBEDMENT 10 1 19 17 t6 1bIEHLQS 13 1/4" ITW 7APCON INSTALLATION ANCHOR SHIM AS REQUIRED 8 n Q 1 1/2"" MIN. EDGE DISTANCE – CONC. w o� #12 WOOD SCREW 1P I rq p y2" MIN. EDGE DISTANCE – MASONRY 'o F R INSTALLATION ANCHOR ILJI V- � j a 'V�—CONCRETE OR MASONRY V 7/8" MIN. BY OTHERS V V Q (SEE NOTE 4, SHT. 1) EDGE DISTANCE a' ..a ISOLATION MATERIAL BETWEEN a 0 2 8 21 23 o V �Q. WOOD BUCK do MASONRY TWO BY WOOD-- .,'r OPENING BY OTHERS bpm o a •� FRAME BY OTHERS ; zw ° { J� V ONE BY WOOD Rz ; (SEE NOTE 4, SHT. u y;"c BUCK BY OTHERS WO `g SHEATHING t"" "`' ,± t Q . .'Q (SEE NOTE 5, SHT. 1) Q po BY OTHERS 20 15 EXTERIOR 5 1 10 :x?:. ._ .,3 r.v. ., ;–yJ 20 #8 X 1 1/2- 14 #8 X 1 1/2- z ru N 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW W000 SCREW BY OTHERS BY OTHERS J a a O� z EXTERIOR FINISHa 0-1 Nz BY OTHERS EXTERIOR FINISH r r d E HORIZONTAL SECTION BY OTHERS 1 5%=p wM DPPANELSsuesWN, F HOo�oI���mYSSu�srn�.T�ION 0808o —9� OPERABLE PANEL SIMEAR) (OPPRBALB PANEL SHOWN, jLL pp FDW PANEL SBdELAR) $ "g V 6f g �w wy ,1 7/8" O.A. LAMINATED GLASS CONSISTING ari $ 15 OF: EXTERIOR LAMINATED GLASS – '2 ` (2) 1/8" ANNEALED GLASS W/ 0.090" –� EggLL KURARAY AMERICA INC. TROSIFOL x 8 INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, R"b nJ.An,o .PE INTERIOR 1/8- TEMPERED GLASS Fb,id.P.E.No.49752 15 ® 15 \ 26 %%%%! pMEB AM���ii EXTERIOR 16 ® Ln INTER OR olbc'��GE►Yg�.�.Q1.G 2 \ No 49752 :o 17 1/2" GLASS BITEI EXTERIOR ISTAT£ ldlE@JQ$ 1/2" GLASS BITE ® �FS.COg10.rG��:. 1 27 4 NA � 16 � 6 ® PRODUCT RFVISFD �e Ru�rms wim,x:I«iaa GLAZING DETAIL 1 GLAZING DETAIL 2 YfiUP.$CMIG tion Q :y. I 'f ]I:.'6bC PTOd:icl ■ Q WELDED MITERED o \ CORNER CONSTRUCTION W 00000, kR a o 1 c ro m �Qa � Z cc / } 0or 3�y 2"O.C. Z J 0 q (TYP.) Daaliti °' Z o 14 >~uj 0 co 14 WDA=W 4 / 00 O, un a Wo� 9 10 \ � Jdd N W 2 OF W .69 ® TILT LATCH <CL B $ 0.176" 0.697" STEEL-ZINC COATED 305' 4 0.323" S 0. SHIM 0.205" Roam J.Ar so.P.E. P oAda P.E.No.49752 E NOTE: CORNER DETAIL 1X PT WOOD BUCK 0•37r . 0.709" PARTING STOP EXTERIOR PERIMETER BY OTHERS 0.166' •••.••� �AW!ES q�!" 0.3T7' •O�tQ.��GE/YS�.�9G TO BE SEALED TO 1X PT WOOD BUCK 1•90(r 2.260' No 49752 .0 WITH SIKA 551 SILICONE 5.622" �� 0.669" ❑ p IFS"_ \nl�� 0.803' 1,o67- 0 STATE OF . '7''�� Q•t�...,�� 1.012" I —O 0.709" ,•���sS�QNAL 0.544' pO••,, 0.157.—T oo PROMICTR viSE13 as a..rjying with the F10042 ©"ding Code A-4p—ae 14- " •�2 tit mlAw By O MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE w WHITE RIGID PVC 1/2"X 1/2'EACH END(INT.TRACK) WHITE RIGID PVC O GLAZING STOP W/HANDLE V 4 WHITE RIGID PVC W 0.070"THK. 1/2"X 3/8'MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. 3 5/8"X 3/8"EACH END(EXT.TRACK 0.055"THK. 4 3/16- 5/16" —r / 1 1 1 16 n(Lf?/)� 1" (� 15 16" w a f 5/16" ot 1 9/16" - m ¢H 8 z 3/4" Qi SASH COVER GLAZING STOP-FIXED LITE 19 PANEL STOP/FRAME COVER D 17 QC8. WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.075"THK. 0.070'THK. 0.050"THK. oor_�i I 5/16" 1 1_ x5/16" 1/2. O9/16" o S 3 1/4" 0 —� I O C�� o l 3/8" 1" f 1 5/8"- z u) a ° 3:J w x< € O POCKET COVER OPOCKET COVER 3 3 m N BILL OF MATERIALS (EXT.TRACK) (INT.TRACK) O TILT LATCH y WHITE RIGID PVC STEEL-ZINC COATED REM# DESCRIPTION MATERIAL SUPPLIER ui= <O >N WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "EFS <c p� f w Z 0.070'THK. a a ti m U 0.070"THK. SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "EFS y r w X o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC EFS U rn 2 O z 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC •'EFS uj a v .'cr n J 9 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC **EFS Jo p w F 6 POCKET COVER INT.TRACK WHITE RIGID PVC "EFS 9 z >LL 7 SASH COVER WHITE RIGID PVC EFS g w a � I_ 7/8 I WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC. O , t 7L /8"—I fff 'I 3/4'X 318'EACH END c� 1/4"X 9/16•MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC "EFS ¢ Y 10 PARTING STOP WOOD PT SYP G 0.55 MIN. a w y INTERLOCK COVER O REINFORCEMENT 1 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O 6 FIXED MEETING RAIL 12 WHITE RIGID PVC SASH FRAME #12 WOOD SCREW INSTALLATION ANCHOR STEEL — a S O 0.070"THK. WHITE RIGID PVC 13 1/4"ADVANCED THREADFORM TAPCON STEEL ITW STEEL 0.066"THK. 14 #8 X 1 1/2"WOOD SCREW Robert J.k-o,RE 0.050"THICK STEEL Fy=30-50 SKI 15 718'O.A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL RoddaP.E.No.49752U�ugb Fu-37.5-68.7 KPSI DETAIL ON SHEET 4) `�"' �i,, 15/is" F. �� �0.MES q �i, 16 SIKA FLEX 552 SILICONE SIKA S til r O 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC **EFS V G E li�''•.� rri ` SEGS /16"1 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 :o 3/4' 19 PANEL STOP!FRAME COVER WHITE RIGID PVC "EFS �1, / 1� di 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC »EFS /(}� 111 ;Q O10 PARTING STOP I 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF W 25 REINFORCEMENT I 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G ? r WOOD FIXED MEETING RAIL 2 1/16- �C<"..4 o R t 23 HURRICANE TILT LATCH(1057 EWXSEE NOTE BELOW) STEEL-ZINC COATED VISION IND. �r S J 0.050'THICK 20 POCKET INSERT STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI i,����nDnp"'..% Fy= 0"-50 KSI FIXED PANEL 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. 26 ENDUR 9.8 SS SPACER Fu=37.5-68.7 KPSI STAINLESS STEEL CARDINAL WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-8K-125-028-026)I NEOPRENE FRANK LOWE 0.060'THK. NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER �R�—ply w w w�Fl,Ie4 15/16" 13/16" FRAME.NOT SHOWN IN DRAWING. }ieaemg coae a.oeaur«rw -alRf I J_ ASTM A-A1008A/A109Q EFS:ENERGI FENESTRATION SOLUTIONS 5/8" 3/4- 1 1/8'. USA,INC.,PER CURRENT MD NOA. 8y - a.4;ari ade Vmdrt