Loading...
HomeMy WebLinkAboutProduct Approval MIAMMADE " MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(736)315-2590 F(786)315-2599 I10N ACCEPTAI4ICE OA w-w miamidade.Qov/economy egency Plus,Inc. -524 Locust Gap Highway Carmel,PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-.Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AI-II). 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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHI 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 g 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 M-gh Velocity Hurricane Zone. ESCRIPTION:Series 115405"White PVC Horizontal Sliding Window-LJMWI APPROVAL DOCUMENT:Trawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window",sheets 1 through 6 of 6,dated 11126/08,with revision H dated 09/24/15,prepared by PTC, 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.Snnall Missile Iinpa to Rewstan 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 perfbrmance of this product. TERMINATION of this NOA will occur after the expiration date or if there leas 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. 14-0128.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E.wmim CApprpoval --NOA N'o.15-0618.43FieCo� ation Date: July 22,2019➢ate: October 01,2015page I Regency Plus,Inc. NOTICE OF ACCEPTANCE- EVIDENCE SUBiMl'rTFD A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted tinder NOA No. 0812.10.12) 2. Drawing No. RPLS0063, Sheets I through 6 of 6, titled "Impact Series 5405 Horizontal Slider NVindow", dated 11/26/08, with revision R dated 09/24/15,prepared by PTC, 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 (b)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. NTCI,110-11507-4, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under JVGA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5", Edition (2014),dated 03/31/15,with revision dated 09/01/15,prepared by PTC,LLC, signed and seated by Robert J.Amoroso,P.E. 2., Glazing complies with ASTM E1300-0401 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 A%uraray Butacitc4 PVB Glass.Interlayer"dated 04/25/15,expiring on 12111/16. 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. Manuel c ez P.E. 011tr 1 B3( PrDductCo)lt I Bxa finer Product C a I r N N No. 8 0A No. .0 OA 61&03 ExPiratiOn Date: July 22,2019 E-1 APProval Date: October 01,2015 Regency Pius,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5" Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC; signed and sealed by Robert J.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 render 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 seated 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 03/10/14 and expiring on 07/22/19. e b 1 i Manuel Prez, .E.. Product Control xaqhuer NOA No.l 18.03. Expiration Date: July 22,2019 Approval Date: October 01,2015 E-2 REGENNUN PLUS, INC* 4 IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LMI INSTALLATION ANCHORAGE➢TrTiETAMS GENERALNOTE1; T tl w WBTALLATION HOTE6: I . E PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: I:ONE(tj INSTALUATION ANCHOR IS REQUIRED AT EACH 6.INSTALLATION ANCHORS AND ABS�IATW HARDWARE OCOMPLYVY1TF1 STM EDITION(2014)FLORIDA BUILDING ANCHOR LOCATX)I SIMOWM. MUST BE MADE OF CORROSION RESISTANT MATERIAL ORODE(FICC)-BULDL:K3 AY.DILESf0ENT1Al VOLUMES 7.1 WINlX3VY FRAME MATERUL:ROYAL WINDOW b HAVE A C()-ROSP:R£SlSTl+!!?CMTlHGCLUOINp THE HIpH VELOCITY HURRICANE ZONE(HVH2} DOOR PROFILER.PLANT 79 RIGID VINYL PVC PER 2 TFiE HUMBER OF INSTALLATfOH ANCHORS DEPICTED 13THE DESIGN PRESSURES)STATED HEREIN. N"I-DADS NOTICE OF ACCEPTANCE(NOA)NO, THE M1HUAUM NiMtBER OF ANCHORS TO BE USW FOR 9,FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO121120.02. PRODUCTINSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTARE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JWNLS,EDGE DISTANCE IS MEASURED FROM FREE PON SIGNED AND SEALED TEST REPORT M ® 7,2 GLAZING INTERLAYER KURARAY AMERICA,INC, 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF OLD"OR EDGE OF MORTAR JOINT INTO FACE iCTL•1tC•tt97tLL"TLC;:� o;i,;wSV�TEv BUTACITEINTERLAYERPERMlAM60ADENOTICEOF THRL1MAtNFRAMEVYITHLOADItE11WN08HiM(8}. BHcLLOF8L8Cc Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCEPTANCE(NOA)NO,144M&I0. MAXIMUM ALLOWABLE SHIM 6RE IS 114 INCH.SHIM y f,CCQRCIT;CEN".THti:GI:` LO:.{T✓NUkA; ZONE WHERESPACEOF1116INCHOROUEANTER000URS. 10{i1STi.Li±+itOi:..'1CSiORSa:t t.lZw^L":vTTtLEOu; _ 'I� O TESTING PROTOCOLS TAS-201,TAS•202 AND TAS-203, ®6.NOT USW, SHIM(S)SHALL BE CONSTRUCTED of HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 4. 3,THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 9.GLASS MEETS THE REQUIREMENTS OF ASTM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 909 TO THE STANDARDS LISTED IN® FLORIDABUILDINGCODE(FSCTMBUILDINGAND E 6TH EDIWN(2014) E130D•Wo1. 4.FOR WREWSDAFSUFFICIENTLEM714ATION INTO WOOD TOACHIEVEII/2INCAMING,USE$12 HD ANCHORTHE MANUFACTURER.STRENGTH SpECIFlEDBYTHE U a RESIDENTIAL VOLUMES AND IS IN COMPLIANCE WITH SAID 10,DESIGNATIONS 9P AND-0-STAND FOR THE MINIMUM EMSEOMENt MINIMUM EDGE DISTANCE IS 716 r�u• �d STANDARDS INCLUDING HIGH VELOCITY HURRICANEZONE FOLLOMMNG:. RICH. 11,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS W U (HVHZ)REQUIREMENTS, X:OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 9: �y O:FIXED PANEL S.FOR INSTALLATION THROUGH LX BUCK TO CONCRETET FOLLOWING PROPERTIES, 1 9! 4.ADEQUACY OF THE EXIST1HCi STRUCTURAL CONCRETE ® MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, W, t MASONRY AN STE FRAMIKG AS A MAIN WINO FORCE 1 I.A 1013 INCREASE IN ALLOWABLE STRESS FOR WIND USE IN INCH ITW ADVANCED THREADFORM TAPCONS OF A, WOAD PROTECTION.WOOD PROTECTION:W000• ryq •3 TRANSFERRING SYSTEM CAPABLE OF T LOADS To HE LOADS WAS NOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWANG: ® PRESSURE TREATED SOUTHERN YELLOW PINE, C~7 TRANSFERWNG/LPPt1E0PRODUC7LCACSTOT1fE ® PRODUCT(S)SHOWN HEREIN.WIND LOAD 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0,66 LUMBER MUST .� pgg STRUCTURE IS THE RESPONSIBILITY OF THE EMNEER DURATION FACTOR(CO.1.6)HAS BEEN USED FOR 5.1.7. 1 1P2INCH MINIMUM EMBEDMENT COMPLY WITH 6TH EDITION FBCIFRC AS RELATED u OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHERE VMD-ONLY S.0 1.112 INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTKMV. gig FAILURE GOVERNS.FOR OTHER MATERIALS, 52. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF e j R S.1X AND 2X BUCKS(WHEN USED)SHALL BE OESIOWE0 AND APPROPRIATE SAFETY FACTORS PER THE S.2.1. 7 INCH MINIMUM EMBEDMENT ® 2500 WAND CONFORMS TO ACI 301. S ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE APPLICABLE DESIGN STANDARD ARE USED. 5.22 21NCH MINIMUM EDGE DISTANCE C. MASONRY•STRENGTH CONFORMS TO ASTM C00, STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE MEDIUM WEIGHT WITH DENSITY>177 PCF. R~J AMMa Pg RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12,IN AREAS WHERE WIND-BORNE DEBRIS 6.FOR PARTING STOP INSTALLATION USE/6 X 1 1R INCH FM»W P.E,No.I0782 RECORD. PROTEGTIONREQUIREMENTS EXIST,USE OFAN WOOD SCREWS. APPROVED IMPACT PROTECTIVE SYSTEM IN NOT o,41UUF1811,1 8.THE INSTALLATION DETAILS DFSCRIBEO HEREIN ARE GENERIC AND MAY NOT ECT ACTUAL CONOITIGMS NEEDED. 7•WALLFI ASHES,INCLUDING BENT AND UT N07 LIMITED TODISTANCE LUOE `,���,� �pMES q��i,�� FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE STUCCO.FOAM,BRICK VENEER AND SIDING. ��RQ.y7C••E N�n •D�G► INSTALLATION TO DEVIATE FROM THE REQUIREMENTS Q�'• No 497 2 •:`�O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY e / ELECT ONE OF THE FOLLOWING OPTIONS: �TAT A.OUTSIDE HVHZ:REQUIRE THATA LICENSED, O LQP• �w ENGINEER OR ARCHITECT PREPARE AND SUBMITSITE T•,T B. DOCUMENT. S DEHVHZ•REQUIRE THAT A ONE TIME SITE ECIFIC DOCUMENTS FOR USE WITH IS ',','s+�ry SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS ® FROM THE MIAMI.DADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES PRODUCT REVIS01) 2 F ELEVATION AND ANCHOR LAYOUTSwm m Wflti wtlh gw � -....__._. . Ndida4 C.& 3 F VERTICAL SECTIONS Ac.V4 eNo 6'OGIa.o,3 4 F HORIZONTAL SECTIONS.GIA21NO DETAIL 6 CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING C,Plro4m DAu 5 F CORNER MAIL LARGE AOSSILE r 6 F COMPONENTS AND SILL OF MATFRIAL6 155.0 IMPACT Pm6�cI 7 3/4"MAX FROM CORNERS(TYP,) tp 12 =2"MAX.O.C.(TY g P @ HEAD&SILL SILL PARTING @ HEAD.&SILL 12 1/2"MAX.O.C.(TYP,) STOP CORNERS @ HEAD&SILL 'a t2 61/4"MAX. 3 FROM PARTING 9 STOP CORNERS(TYP.) 0: 5112"mAx, T I = I LU.- FROM FRAME 4—J CORNERS(TYP 13" 12" O.C.TYP. O.C.TYP. 74"MAX. FRAME WIDTH 4 3/16" 3W MAX, MAX. INSTALLATION D.L.O. D.L.O. ANCHOR(TYP.) TA-11 I T I ft: MAX. sr FRAME PARTING STOP—""" EIGHT ANCHOR(TYP.) 8"MAX.O.C.FROM FRAME CORNERS 58 314" (TYP.) EI C STEEL REINFORCEMENT3-MAX(TYP.)@ HEAD&SILL MAX. FIXED W/(2)EVENLY STOP CO, 7X 34 3/16;- 4 �3�3a go - 458314- D.L.O. FOR V400D SCREWS F SPACED METAL SCREWS MAX,(TYP.)@ HEAD&SILLS rOR CONICRETE SCREWS ii 0- 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL ROW J,Am*1vvo,0 F rD F ' N�W37 �4E W MAX.FROM C.L.,(TYP.)@ HEAD& o �E Dgg� 57112" SILL FOR WOOD SCREWS. 0 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD D.L.O. G it SILL FOR CONCRETE SCREWS. No 49 It ANCHOR LAYOUT X STEEL EXTERIOR VIEW • SATE it REINFORCEMENT I 1/2"x 1/4"WEEP HOLE PRODucT RUMSUD 2 5/8"FROM END(TYP.) ,.w,,yift wfth*A Paid* B'UMW4 A No 1,0.0 ELEVATION w 10N Rv Oft EXTERIOR VIEW moommummo� #12 WOOD SCREW 12 ONE BY WOOD ONE BY WOOD INSTAUATION By BY OTHERS 8UCK BY OTHER 13 1/4" ITW TAPCON (SEE NOTE 5, SHT. 1) (SEE NOTE 5, SHT. f INSTALLATION ANCHOR 7/8" MIN. o 3 EDGE 01ST. TWO BY WOOD f 1/2" MIN. I SHEATHING BY OTHERS a q WOOD BUCK PROTECTION BY /r� EDGE DIST. By OTHERS (SEE NOTE 4, SHT. 1) OTHERS (SEE INST. NOTE CONCRETE BY OTHERS EXTERIOR FINISH v "m• BY OTHERS �... (SEE NOTE 4, SHT. 1) v', .x v - o R 1 1/2" MIN. Yy2 '� . 1 1/2" MIN. 10 `" <+ EMBEDMENT #8 X 1 t/2" ,, E+ M8E £NT v WOOD SCREW ` ':4' r, :1: W000fSGREV t4 14 �8 X 1 f/2 14 `i':'�Y i�'� WOOD SCREW r�':< 1/4" MAX x 6 u. EXTERIOR FINISH C Ile MAX. _1 oto r;t u SHIM SPACE BY OTHERS SHIM SPACE PERIMETER CAULK 1010 BY OTHERS 2t PERIMETER CAULK F g c M BY OTHERS ^C1 j 1 tt I(l (I 21 WINDOW >-- HEIGHT 18 15 2 �' 4a0.O jw Z VE �IAL�SE ION WtNDOW EXTERIOR �° "inl=U X INTERIOR � w AL SECTION W g HEIGHT SEE GLAZING @ymm 6 DETAIL 2 16 wvflslnns ax 1s SHEET 3 a 2 4 NUMB � 27 e 5 S 21 11 9 2 8 t0 4 16 RGONiJ.fmOW�++.P.E. FWMt P.E,No,49762 1 e stm 22E 24 23 7p9 10 Q 'VGEN PERIMETER 0 " 21 No 49 S I fJ2TOTHR �o 14 WOOD SCREW 17 =#� #8 X 1 1/2` 14 1/4" MAX. ; WOOD SCREW ��SHIM SPACE STnTE' F r�tu EXTERIOR FINISH BY OTHERS ,.,:: ': .1' { ��iis�QNAI E��•�� CONCRETE BY OTHERS o c 1 1/2" MIN. & EMBEDMENT /r� B (SEE NOTE 4, SHT. 1) ,h - `_ � tYtAD17Cf RfiV{SeD, 15 18 t6 25 mc«"PIfW,.NY{bcNuddt ,a .nc a q v StmfanyC°8c 618oa "'' EXTFBLQB rcaP ONE BY WOOD 14 1TW TAPCON 13 1 1/2" MIN. //�, BUCK BY OTHERS N4TALLATiON ANCH R EDGE OtST. L�1 (SEE NOTE 5, SHT. 1) VERTICAL SECTION O HORIZO TA ECTION nr ALtm Iuk 54�duce, WOOD BUCK PROTECTION BY OTHERS (SEE INST. orfiRfleoRowrr. NOTE 11A 1/4' MAX, SHIM SPACE #8 X 1 1/2' WOOD SCREW #$ X 1 1/2" SHIM AS 14 WOOD SCREW 14 1/4" MAX, REQUIRED 1 1/2' MIN. EMBEDMENT — CONCRETE _ a 1 1/2" MIN SHIM SPACE 46 18 3 7 8 10 1" MIN. EMBEDMENT — MASONRY o 3 43 1/4" ft TAPCON INSTALLATION ANCHOR SHIM AS REQUIRED EMBEDMENT— to 1 1» t 7 ,e INTERIOR a #12 WOOD SCREW14 q 1 1/2." MIN. EDGE ISTANCE — CONC, IN ANCHOR 2" MIN. EDGE DISTANCE — MASONRY 7/$' MIN, �qQ —BY CRETE OR MASONRY = ELLE DISTANCE V q q (SEE NOSE 4, SHT. 1) q SOLATION MATERIAL BETWEEN a 2 e 21 23 q .q WOOD BUCK & MASONRY q " TWO BY WOOD--'.--'--) (1 OPENING BY OTHERS b� FRAME BY OTHERS (SEE NOTE 4, SHT. 1) s }.'A; `t y;4 y ONE BY WOOD SHEATHING BUCK BY OTHERS a 'q .'q (SEE NOTE 5, SHT. 1) > BY OTHERS 20 15 EXIEMOR :�r j 8 X 1 1 2 %!••3:9.Ei'ri� Sr3 / " �8 X 1 1/2' � WOOD SCREW 14 10 RIMETER CAULK PERIMETER CAULK 14 #8 X SCREW EXTERIOR FINISH Ety OTHERS BY OTHERS 00 � BY OTHERSEXTERIOR FINISH at HORIZONTAL�SE�ION BY OTHERS ' E FHORIZONTAL SECTION o ; co�uapwta.sttown, PaROPAMII.SftdIlAN1 }� �� � ,� FI U�1Yddjj 7/8" OA LAMINATED GLASS CONSISTING ,i $s 15 OF: EXTERIOR LAMINATED GLASS — k � (2) 1/8' IL•1NEAt-0 GLAbI =t SS W/ 0.090• _ KURARAY AMERICA INC. BUTACITE 8 INTERLR(ER, 0:38' AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" TEMPERED GLASS PE Fl61i0a P.Fi,No.49T51 16 15 s+`�gaa'r'��� EXTERIO ,e 7 2 za •o�Qi•SaMEti �s INTERIOR ti F'•,,fi No 49 !,a GLASS BITE EXIEEI4R I 1/2" GLASS BITE •. STAT f Mkt j 27 4, �rlt`S.S<ORLO�*'V���• 3 15 ,((�� rr+,+p�Ah,�,, 27 11'1\ GLAZING DETAIL 1 11 rRODUCTREV"D as C—dNa wh%1►atmla. GLAZING DETAIL 2 n�nct�ad Ax«p4nw r10 ! toy M' Pred,nyC b a � WELDED MITERED CORNER CONSTRUCTION 1 a � a°O.G. �k� �� 4 lu, © w 0 %fia ' TILT LATCH � �� STEEL-ZINCCOATED ell 0.176` 0.323" 8 4 SHIM oa45" 0.205^ � noo►�t nnvua,a L raEar P.E xo.rvraz NOTE: CORNER DETAIL 1 X PT WOOD BUCK 0.377- ❑ 0.709" +111urrupr PARTING STOP EXTERIOR PERIMETER BY OTHERS ,.•`',l MMES qMa` 0.377" 1.906" 2.250' +e4Q;y10E•NSF".�G� TO BE SEALED TO 1X PT WOOD BUCK °� No ss752 =o WITH SIKA 551 SILICONE 5.622" i� 9.x69• 0i i TDAMOY 1.007" 0 srnriTl, k 1.012 0.709 ~ .��ct`S��QFii0Pp�`, rrri YJ4NA1 rr4rnnrlrzN O.t57^� 44' y{yytltx:T&pa'tsc0 - mcr+•r••mmalaa A`Ic cb%V. pbILA DA or MiAm I�.xh Vt.&A MAINFRAME WEEP HOLES(SILL): Q SASH FRAME GLAZING STOP•OPERABLE LITE WHITE RIGID PVC 112"X U2'EACH END(INT,TRACK) WHITE RIGID PVC GLAZING STOP W1 HANDLE 4 WHITE RIGID PVC 0.070'THK 112"X 318'MIDSPAN(INT.TRACK) 0.068'THK WHITE RIGID PVC 0.055"THK. Sr X 318'EACH END(EXT.TRAC 0.055"THK. —�-- 5/16- 4 /16' t 5 6" Ei c 4 3j16" 1 11/16 `r 1• .—___!- '� �� � �� 1 9/16~ I/g s/i6" _ 2 s 4' Qi SASH COVER 17 GLAZING STOP•FIXED LITE 1a PANEI,STOP t FRAME COVER 1 3/w WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.075'THK. 0.070"THK. 0,050`THK. r o �---3 1/4'----� 1 3/8» 1` 1 5/g•� J q o R �3 POCKET COVER 6@POCKET COVER (EXT.TRACK} (INT.TRACK) (5 TILT LATCH BILL OF MATERIALS WHITE RIGID PVC 3TEQ-ZINC COATED ITEM 0 DESCRIPTION MATERIAL SUPPLIER ,ry y a 90,L 0.070"THK. WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC "MAW ° 0-1 9 0.070"THK. SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC "RWDPy r w�al� 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "RWDP 20 c — 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "•RWDP v 1 f/16' 1 1/16° 5 POCKET COVER T.T CK) WHITE RIGID PVC ��RWDP 6 POCKET COVER INT.TRACK WHITE MID PVC RWDP ��22 7 SASH COVER WHITE RIGID PVC •`RWDP N cc WEEP HOLES: 6 REINFORCEMENT(SASH FRAME)16 GA. STEEL ALLOY 100811010` REGENCY PL(I8,INC. 9 %lM i 1 7/8' 314"X 3V8"FAGH END 3X 9116"MID SPAN 9 INTERLO OVER WHITE RIGID PVC "•RWDP 114*�, 10 PARTING$TOP MOD PT SYP G=0.55 MIN. g INTERLOCK COVER 06 xRRINF,ORCi MISNV d 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH 16 FIXED MEETING RAIL 12 012 WOOD SCREW iNSTALLATiON ANCHOR E — wulxc RIGID PVC SASH FRAME 0.070'THK. STEEL WHITE RIGID PVC 13 1,14'ADVANCED THItEADFORM TAPCON STEEL ITW r yy 0.050"THICK 0.068"THK. 14 05 X 1112"WOOD SCREW y_ Fy-30-50 810 15 7/8'0.A,INSULATED GLASS(SEE GLAZING GLASS EDGESEAL F+aMa RE,ft,e0752 75/16' FU 37.5-68.7 KPSI DETAIL ON SHEET 3) +io SIKA FLEX 562 SILICONE 1��sraei�A ° 17 GLAZINGSTOP-FIXED LITE WHITE RIGID PVC 81 RWDP �•04,,,•t iG EN9 � ,1 -1 3/4' /f g'�i i 2 3/i 6' 18 FIXED MEETING RAIL VAM RIGID PVC "RWDP :' NoAl, 5x ' 3j4• 19 PANEL P t F COVER WHITE RIGID PVC ""RWDP 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC '•RWDP p; -}t��10 PARTING STOP 21 FINSEAL WEATHERSTRIP viNYL ULTRAFAS �. TAr. REINFORCEMENT a 22 NYLONHOU$EDMETAL OILERS NYLON/STE'cL SAUNDERSENGG i�'�'•t w� WWD 2 111V— 23 HURRICANE TILT LATCH(1057 EWISEE NOT'c OELOYO STEEL•ZINC COATED VISION IND. FIXED MEETING RAIL 0.0STEEL THICK POCKET INSERT 24 WEEP HOLE COVERS PLASTIC fFREGENCY Oav3i.i Fy=30-54 KSI FIXED PANEL 25 REINFORCEMENT FIXED MEETING RAIL 16 GA. STEEL ALLOY 1001111010 PLUS INC. T—' Fu=37.5-88.7 KPSI WHITE RIGID PVC 28 £NDUR 9.8 SS SPACER STAINLESS STEEL ARDINAL ! 27 GLAZING PAD SETTING BLOCK-2N8-8K-125¢28 NEOPRENE RANKLOWE KomcrkimmD n 060"TH 0. K. ant!syt* �P3erIY 1 1 j2 NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER n .h t 15/16" 13/16 FRAME.NOT SHOWN INDRAWING., -Ofult30$ �— •ASTMA-A1008AIA109 I1 '• RWDP:ROYAL WINDOWSAND DOOR ar PROFILES,PLANT NO.13 MD NOA NO.124120.02,