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HomeMy WebLinkAboutProduct Approval rc- N, J U I P E RR,"A I Trii MIAMI-nDME St Lucie County, FL 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(796)315-2590 F(780 315-2599 N ACCEPTANCE (NOA), www.misintidsde.aov/economv 47 !r 'It": 11 - 1 -.41 - -1 RegenCY Plus,Iftc- Ilk 1024 Locust Gap Highway , 1 7 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(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 the High Velocity Hurricane Zone. ESCRIPTION:Series"5405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window',sheets I through 6 of 6,dated 11/26/08,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 INTACT RATING;Large and Small Missile Impact Reststan LABELING: Each unit shall bear a permanent label withthe 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. 14-0128.06 and consists of this page I and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-061&03 &PLAM =E COUNTY M Expiration Date: July 22,2019 Approval Date: October 01,2015 Page 1 Rmucy Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 2. Drawing No. RPLS0063, Sheets I 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, LLC,signed and sealed by Robert J.Amoruso,P.E. B. TESTS I. 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. NTCL-110-11507-1, dated 08/18/09, revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 11. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014),dated 03/31/15, with revision dated 09/01/15,prepared by PTC,LLC, signed and sealed by Robert J.Amoruso,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 I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04125/15,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. Manuel e cz P.E. Product Contr lBxa dner 'xa I r uct Contr IF 8.0 NOA No. 618.03 Expiration Date: July 22,2019 E-1 Approval Date: October 01,2015 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51b Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by Robert J. Amotuso,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 tinder 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. f r j i i Manuel P rex, .E. Product Control .xa iner NO- No. 1 18.03 Explratlon Date: July 22,2019 Approval Date; October 01,2015 E-2 i REGENCY PLUS, INC. o s IMPACT SLIDER WINDOW - LI SERIES 5405 HORIZONTAL 1 o� ' INSTALLATION ANCHORAGE DETAILS � 4 i � r 8 mom GENERAL NOLl� WTAl.LATIOX NOTES: immew NCFIORAGE SHOVYN HEREIN IS DESIGNED' 7,HMTERIAL$; LONE(1)IN37AI CATKIN AWCHIOR IS REQUOiED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TH 6TH EDITION(201f)FLORIDA BIALDRIO MUST BE MADE OF CORROSION RESISTANT MATERIAL ORUILINNG ANDRESIDENT111LVOLUMES 7,1 WINDOW FRAMEMATERIAL•ROYALWINDOWlil1VEAC0RROSIONRESISTANTCOATWO.MOH VELOCITY HURRICANE ZONE(HIR) DOOR PROFILES,PLANT 13 RIGID VINYL.PVC PER 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS PRESSURE(9)STATED HEREIN. MYAYI.DADE NOTICE OF ACCEPTANCE(NOA)NO. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCKAND GROUT FILLED BLOCK DO rc I THE PRODUCT DETAILS CONTAINED HEREINARE BASED 12.1120,02. PRODUCT INSTALLATION NOTININSTALL ,EDGE STALANCE IS MEASURED LATION ANCHORS TO L40RTAR FREE N p� a UPON SIGNED AND SEALED TEST REPORTS ® 7.2 GLAZING INTERLAYER KURMAYAMERIGI,INC. 3,SHIM AS REQUIREDAT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE >• NCR•110.11507-i DATED CL2MAND ASSOCIATED BUTACITEINTERILAYERPER MAMI-DADENOTICE OF THRUMAIN FRAME WITH LOAD BEARINGAIM(9). SHELLOFBLOCK z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCEPTANCE(NOA)NO.14-Mo.10. MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.OHM ${ Q _ ® ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE O 1fI61NCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SNAIL BE INSTALLED W C i F .. TESTING PROTOCOLS TAS 201,TAS 202 AND TAB 200. ®5.NOT USED. SHIM(8)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S a� PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 3,THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®Y.GLASS MEETS THE REQUIREMENTS OF ASTM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS y ®TO THE STANDARDS LISTED IN THE STH EDITION(20tq E130 ol. 4.FOR INSTALLATION INTO WOOD FRAMING,USE 812 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE FLORIDA BUILDING CODE(FSC)-BUILDING AND SCREWS OF SUFFICIENT LENGTH TOACHIEVE I W INCH ANCHOR MANUFACTURER. Q RESIDENTIAL VOLUMES AND S IN COMPLIANCE WITH 6AD 10.DESIGNATIONS WAND Xr STAND FOR THE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE 19 718 Td STANDARDS INCLUDING MGH VELOCITY HURRICANE ZONE FOLLOWING: INCH. (HVHZ)REQUIREMENTS. 11.INSTALLATION ANCHOR CAPACITIE8 FOR PRODUCTS 0 w X:OPERABLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE IC y O:FILED PANEL S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I FOLLOWING PROPERTIES: 4.ADEQUACY OF THE DUSTING STRUCTURAL CONCRETE ® MASONRY.OR DIRECTLY INTO CONCRETE I MASONRY, w 1 MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11,A 113 INCREASE IN ALLOWABLE STRESS FOR NAND USE 114 INCH ITW ADVANCED THRFJADFORM TAPCONS OF ®A. PRESSURE TREATED DPROTECTION.WOOD - INGH 9 RESISTSYSTEM CAPABLE OF VATHSTANDING AND LOADS WAS HOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: SURESOUTHERN YELLOW E TRANSFERRING APPLIED PRODUCT LOADS TO THE ® PRODUCT(S)SHOWN HEREIN,NAND LOAD $3. CONCRETE SUSSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER DURATION FACTOR(CA-1.S HAS BEEN USED FOR S.I.I. 1 1121NCH MINIMUM EMBEDMENT COMPLY WITH 57H EDITION FBCIFRC AS RELATED OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHERE WOOD-ONLY 3AZ 1-112 INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTKXN. FAILURE GOVERNS.FOR OTHER MATERIALS, 5.2. MASONRY SUBSTRATE S. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF C S.1X AND 2X BUCKS(WHEN USED)SHALL SE DESKINEDAND APPROPRIATE SAFETY FACTORS PER THE 3.21. 1 INCH MINIMUM EM SE'DMENT ® 25M pal AND CONFORMS TO ACI 301. P ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE APPLICABLE DESIGN STANDARD ARE USED. 3.22. 2INCH NIMMIUMEDGE DISTANCE C. MNSONRY-STRENGTH CONFORMS TOASTM C90, STRUCTURE,BUCK DESIGN AND INSTALLATION IS THE MEDIUM WEIGHT WITH DENSITY 117 PCF. Rahn 1.Maaeo.►E RESPONSIBILITY OF THE ENGINEER OR ARCMECT OF 12.IN AREAS WHERE WIND-BORNE DEBRIS 6.FOR PARTING STOP INSTALLATION USE 85 X 1112 INCH FMp►e NO ew02 RECORD. PROTECTION REQUIREMENTS EXIST,USE OF AN WOOD SCREWS. APPROVED 0.OEENIENRIC AND MAY NOT REFLECT ACTUAL 14EREIN ARE NEEDED. IMPACT PROTECTIVE SYSTEM IN NOT 7,MINIMUM 1NIUAFINFINISHES,INCLUDING BUT NOT LIIMIINSTANCE TFA TO ANIES���,4,Q� E Al,���'d' FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE STUCCO,FOAM,BRICK VENEER AND SIDING. 00,•'�. 8!F•:�(/k INSTALLATION SO DEVIATE FROM THE REQUIREMENTS Q: No 497 2 '•O DETAILED HEREIN,THEN THE BUILDING OFFK)U.MAY _ ELECT ONE OF THE FOLLOWING OPTIONS • OF �4/ A.OUTSIDE MR2REQUIRE THAT ALICENSED +STATE� •� ENGINEER OR ARCHITECT PREPARE AND SUBMIT ( 0 f;:•�� SITE SPECIFIC DOCUMENTS FOR USE WITH THIS . .......... DOCUMENT. 11 B.INSIDE HVHZ-REQUIRE THAT A ONE THME SITE TABLE OF CONTENTS ���ap'ONA� SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED ® FROM THE IVAMLOADE COUNTY PRODUCT CONTROL- SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES PRODUCT RSVLSM Z F ELEVATION ANO ANCHOR LAYWTS �.�. namplTl191, 14e FMR14 Odldin4 Collo �G Q� 3 F VERTICAL SECTIONS Oftejml D O, 4 F HORIZONTAL SECTIONS,GLALNG DETAIL 6 CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING 5 F CORNER DETAIL LARGE MISSILE 6 F COMPONENTS AND BILL OF MATERIALS 3�'0 IMPACT M Ptodic: i 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TY _ = a @ HEAD&SILL @ HEAD&SILL FROM PARTING 121/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL o 8114"MAX. ) J FROM PARTING IRE STOP CORNERS(TYP.) 8 5112"MAX. i s v fr FROM FRAME , CORNERS(TYP 13" ! 12" m MAX. O.C.TYP. O X O.C.TYP. q 74" FRAME WIDTH ao a 343/16" 33" S MAX. MAX. INSTALLATION r x 010. D.L.O. ANCHOR(TYP.) g a 63° _ T T Ic33 FRAME PARTING STOP EIGHT ANCHOR(TYP.) O.G.FROM rl;:ZZFRAME CORNERS(TYP.) R.- 68 58 3/4" 8 C STEEL REINFORCEMENT MAX. 3 3 FIXED W/(2)EVENLY 3"MAX (TYP.)(d3 HEAD&SILL D.L.O. FOR WOOD SCREWS SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL a $ u FOR CONCRETE SCREWS E V g# 3"MAX.FROM C.L.(TYP)@ HEAD&SILL RWM�.A�duio,r.e. 4 W MAX.FROM C.L.(TYP.)@ HEAD& Fwm.rt.aaao�ez _ 3 4 � h E ii 57 112" SILL FOR WOOD SCREWS. p���i�JRMu4ES A;g7l, 4 { = x 4 MAX. 7"MAX.FROM C.L,(TYP.)@ HEAD& ��i••�cEti, oil D.L.O. SILL FOR CONCRETE SCREWS. /A N I k N04 S9oma" ANCHOR LAYOUT - ���`�' a ii STEEL EXTERIOR VIEW STATE �fj u /i REINFORCEMENT FStoct.oPo,`'w: 1 112"x 1/4"WEEP HOLE ►ROl7!!C!'RGVIYBD A 2 5/8"FROM END(TYP.) 0,f 3 P form ra ELEVATION "� I.hnnl aA'PmdYcl EXTERIOR VIEW i X112 WOOD SCREW 12 ONE 8Y WOOD ONE BY WOOD INSTALLATION ANCHOR 9Y OTHERS N m w BUCK BY OTHER 13 1/4" ITW TAPCON (SEE NOTE 5. SHT. 1) 3 (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR 7/8" MIN. t 1/2' MIN.A EDGE DIST, TWO BY WOOD WOOD BUCK PROTECTION BY `�,"�!' L�1 SHEATHING BY OTHERS d d31 OTHERS (SEE INST. NOTE '♦ . ' EDGE DIST. BY OTHERS (SEE NOTE 4. SMT. 1) S _ EXTERIOR FINISH CONCRETE BY OTHERS ti: "�;`„�`' iM$ _ ,..r "^� BY OTHERS :. (SEE NOTE 4, SHT. t) ',v'y :o ' o ' v .0 1 1/2' MIN. '•PLr 1 1/2 MIN. t0 .o a EMBEDMENT B X 1 1/2' EMBEDMENT ' ,;sw.; WOOD SCREW I8 X 1 1/2'a 14 I8 X 1 1/2 14 :-,r+' x c9 u $ WOOD SCR ; _ �~ WOOD SCREW 1/4" MAX. SHIM SPACE EXTERIOR FINISH 1/4' MAX. j 10 BY OTHERS SHIM SPACE PERIMETER CAULK q� 10 10 BY OTHERS PERIMETER CAULK 21 4 BY OTHERS �Qn 21 ^ 0 WINDOW > Fb VV HEIGHT 16 f5i $ VE TICAL SECTION CIMCFEMSUNSWATE Lu WINDOW EXTERIOR kv®usnm{x INTERIOR ��� HEIGHT arum.SEE GLAZING EXTERIOR C VE CAL SECTION � DETAIL 215 oetiwrtaeAWL$H0Wa. ° SHEET 3 elxsnsrnntatt i8 4 2 g� 27 6 $ 5 21 f1 9 2 8 t8 A 15 pa1M'p-E W 4 a6 tertur as ta.�uaz 1 8 {Its{{IFMg01 23 ,`� 24 ¢,S'p EEN Asj�or 10 IV 8F••'9Gs PERIMETER CAULK OTHERS 10 f4 i8 X 1 1/2" 2`1 No 497BY /Z D SCREW 17 't N8 X 1 1/2- 14 Q Ile MAX. 8TAT F 'W WOOD SCREW ��SHIM SPACE EXTERIOR FINISH BY OTHERS ,::".:�;►; ---� c .a CONCRETE BY OTHERS .:N 4. a o R A 1 1/2' MIN. EMBEDMENT (SEE NOTE 4, SHT. 1) is t 6 d• 1��"i" �IoiN{ 15 16 1$ 25 Bw> s o ONE BY WOOD /4 ITW TAPCON 13 �,^ 1 1/2" MIN. //��, EXTERIOR i"`ea►au BUCK BY OTHERS INSTALLATION AN VERTICAL SECTION CH R EDGE DIST. Lta RIZ (SEE NOTE 5. SHT. 1) D HOONTA SEC ON WOOD BUCK PROTECTION A rn-Tc �a-�Dus- _ BY OTHERS (SEE INST. orsscn�taenr�t srsowN, NOTE 11A C 1/4" MAX. SHIM SPACE #8 X 1 1/2' WOOD SCREW WOOD SCREW 14 SH M AS 1/4" MAX. REpUIR 0 14 1 1/2" MIN. EMBEDMENT — CONCRETE a 1 1/2" MIN SHIM SPACE 1" MIN. EMBEDMENT — MASONRY o 15 '18 3 7 8 10 10 1 f9 17 18 INTER[ EMBEDMENT 13 1/4" fTW TAPCON INSTALLATION ANCHOR rec SHIM AS REQUIRED p- 12 1 1/2"' MIN, EDGE DISTANCE — CONC. g� a= #12 WOOD SCREW q a A 2" MIN. EDGE DISTANCE — MASONRY & 1C a INSTALLATION ANCHOR a I °' A-•—CONCRETE OR MASONRY = 7/8' MIN. a e . a BY OTHERS EDGE DISTANCE V (SEE NOTE 4, SHT, 1) Q Q ISOLATION MATERIAL BETWEEN R WOOD BUCK & MASONRY TWO BY WOOD i ° 2 8 21 23 V Q OPENING BY OTHERSq° FRAME BY OTHERS �i1r.{i; D O V ONE BY WOOD' �� B (SEE NOTE 4, SHT. 1) e14�}j',�;:�r �,=p_ BUCK BY OTHERS E SHEATHING (SEE NOTE 5,'SHT. 1) .a BY OTHERS 20 16EXIEBlM 5 1 10 r�,�:•:.:S;i;'?.f.. !c•� W X 1 1/2" 14 10 ERIMETER CAULK PERIMETER CAULK 14 WO D SCREW WOOD SCREW14 FINISH BY OTHERS BY OTHERS BY OTHERS EXTERIOR FINISH RORiz ' SECTION BY OTHERS S. g w�T„N,LANELRIOT/,,8 F ORI ONwam s TION(MM �t F: 1// ''ANNEALED G 7LAMINATED GLASS CONSISTINGWile 16 (2) 1T8ERtOR ED GLASS —LASSSW/ 0.090" KURARAY AMERICA INC. BUTACITE p INTERLAYER, 0.39' AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, P~J.Amw=.P.E INTERIOR 1/8'TEMPERED GLASS Fiaa.P.E.ft.497{] 16 ` 20 1e 16 `��Ql•GfiNB' �9�4i EXTEBlQB ��;�. F•.,G AC1/2' TERIOR No 4917 2 1/2" STAT FGLASS BITEIB GIASS BITE R1 27 ® tuoil REurr:�asa GLAZING DETAIL 1 GLAZING DETAIL 2 t By Miopi P,od d C nwm WELDED MITERED c! ci CORNER CONSTRUCTION O.C. (TYP.) TILT LATCH 0-69r STEEL-ZINC COATED Eli 0.176. —0.346- —1 0.32r SHIM 0,or NOTE: CORNER DETAIL 1X PT WOOD BUCK 0.37r ❑ 0.7m 'llams BY OTHERS — PARTING STOP EXTERIOR PERIMETER 0.188..377 02.26lr 1.9w TO BE SEALED TO IX PT WOOD BUCK No 49762 37 r 0Ih WITH SIKA 551 SILICONE 5.wr [oor- 0.6w 0 o.w3r' TAI 0 tair 0.70ir ...... 0 0157"1 7 0.544* Ac 15 ADO of MAINFRAME WEEP HOLES(mLL): Q SASH.FRAME � GLAZING STOP-OPERABLE LITE a: WHITE RIGID PVC 112"X T12'EACH END(INT.TRACK] WHITE RIGID PVC L:!GLAZING STOP W/HANDLE 4 WHITE RIGID PVC 0.070"THK U2'X 3t8"MIDSPAN OUT.TRACK) 0.069'THK. WHITE RIGID PVC 0.055'THK. SW X 318'EACH END(EXT,TRACK 0.055"THK 'D 4 3/16" 1 11/16 "� T 5/18" 11� 6" 7 p�c _t --�1 1/8» 1 9/16" $ 2 3j4" 7 SASH COVER 17 GLAZING STOP-FIXED LITE t9 PANEL STOP I FRAME COVER 1 3/8" WHITE RIGID PVC WHITE RIGID PVC WHITE R1010 PVC s o 0.076•THK 5/16 L 0.070'THK. 0050"THK 1/2" 9]18' � tO 3 1/4" POCKET COVERg POCKET COVER d} (EXT.TRACK) TILT LATCH BILL OF MATERIALS WHITE RIGID PVC (INT.TRACK) ifEM N DESCRIPTION MATERIAL SUPPLIER m x 0.070"THK WHITE RIGID PVC STEEL-ZINC COATED 9 0070'THK. 1 MAIN FRAME WHITE RIGID PVC "i RWDP 3!°d 0 SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC RMPNi 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC '•RWDP Y� --l' 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC "RWDPtaw 1 1/16" 1 1/16" 6 POCKET COVER EXT.TRAG WHITE RIGID PVC '•RWDP ale 8 POCKET COVER INT, RAC WHITE RIGID PVC '•RWDP 7 SASH COVER WHITE RIGID PVC - '•RWDP 1 7/8" 08! WEEP HOLES: 8 REINFORCEMENT(SASH FRAME) GA- STEEL ALLOY 101010• REGENCY PLUS,INC. N 1 7/8' 314"X 318"EACH END 9 INTERLOCK COVER WHITE MID PVC •'RWDP 1M'X 9118"MID SPAN a 10 PARTING STOP WOOD PT$YP G-0.55 MIN. � @ INTERLOCK COVER @REINFORCEMENT 11 CAM SWEEP LOCK6 KEEPER STEEL TRUTH EIJI 19 FIXED MEETING RAIL 12 112 WOOD SCREW INSTALLATION ANCHOR WHITER SASH.FRAME 8 0070"THK SQL WHITE RIGID PVC 13 U4"ADVANCED THREADFORM TAPCON El ITYY 0.050'THICK 0.088"THK. 14 /6 X 1 irr WOOD SCREW STEEL — POW J.An*NW AE. FY-30-50 SKi 15 718 O.A.INSULATED GLASS{SEE GLAZING GLASS EDGESEAL 'Pte ° Fu A�-88.7 KPSI DETAIL ON SHEET 3 ��r4lAme►eypt�I� 15]16' �— NE SIKA 44 17 GLAZIHIGST�-FIXED LITE WHIie SIVA FLEX 552 KTE RIGID PVC RWDP +��gl� r,10EE Sn94, 1 3/4' /16"J 2 3/16" 18 FIXED MEETINGRAN. WHITE RIGID PVC "'RWDP ��� No 49 3 19 PAH t OP I FRAME COVER WHITE RIGID PVC "RWDP *: `` `� 20 POCKET INSERT-FIX PANEL WHITE RIGID PVC ?I:', L� 10 PARTING STOP 26 REINFORCEMENT 21 FIN WEATHERSTRIP VINYL ULTRAfAB TATE` a W0� FIXED MEETING RAIL 2 1/16" 22 NYLON HOUSED METAL ROLLER NYLON!STEEL SAUNDERS ENO G 1 O STEEL 2t WEEP OLE HURRICANE DOVES(1057 EN1j(SEE NOTE BELOW]PSTEEL-LASTIC NC COATED Ram IND. `'�. �'igNAl E;;::�,• 0.050'THICK ® POCKET INSERT <<aetae++ FY=30-50 KSI FIXED PANEL 26 REINFORCEMENT FIXED MEETING RAIL 16 GA STEEL ALLOY 1008/1010 REGENCY PLUS,INC.iN Fu=37.6-88.7 KPSIWHITE RIGID PVC 26 ENDUR 0,8 SS SPACERSTAINLESS STEEL CARDINAL 27 GLAZING PAD(SETTING BLOCK-2NB-0K-126-026-028 NEOPRENE FRANK LOWE rR[1D11CTRev"D -)— 0�0K NOTE:HURRICANE TILT LATCH BY VISION IND..USEO TO SECURE OPERATING SASH TO MASTER tl "�'``00/�` 16/16" 13/16" FRAME.NOT SHOWN IN DRAWING. a�puna�No •OWliO -) 'ASTM A-A1008A tA109 f� RWDP:ROYAL WINDOWS AND DOOR W --«�5/8" " 1 1j8" "" PROFILES.PLANT NO.I3 MDNOANO.12.1120.0 . 00r�'°4" MIAMM MIAMI—DADS COUNTY gom PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOT CCEPTANCE NOA www.mi amIdadLeov/economy Regency Plus,Inc. 1024 Locust Gap HiD�7851 ount Carmel,PA 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(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 the High Velocity Hurricane Zone. ESCRIPTION:Series 1`5205"Outswing White PVC Casement Window-L. APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement Window-LMl",sheets 1 through 5 of 5,dated 10/14/08,with revision J 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 j 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 distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1009.10 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. D DNOA nr+waoeCOUNTY ExpiratApproval Re¢ency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render NOA No. 08-1118.10) 2. Drawing No. RPL.S0061, titled "Series '5205' Vinyl Impact Casement Window -- LMI", sheets 1 through 5 of 5, dated 10/14/08, with revision J 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 FBG 2411.3.2.1 (b)and TAS 20244 along with marked up drawings and installation diagram of white PVC single hung window,prepared by National Certified Testing Laboratories,Test Report No. NTCL410-11618.1,dated 10/02/08,signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1118.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), dated 09/03/15,prepared by PTC, LLC, signed and sealed by Robert J.Amoruso,P.E. 2. Glazilig complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami-Bade Department of Regulatory and Economic Resources(RER). ' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 140916.10 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 FVC Exterior Extrusions, approved on 02/28/13, expiring on 0212$/1$. Ma u ere P.E. Product Cont of Ex iner NOA No. 18.05 Expiration Date: May 06,2019 E-1 Approval Date: October 01,2015 i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014) and of no financial interest,dated 03/18/15,prepared by PTC, LLC,signed and sealed by Robert J.Amoruso,P.E. 2. Laboratory addendum letters I and II in the Test Report No. NTCIr110-11618-1, both issued by National Certified'Testing Laboratories, dated 10/02/08 and 01/20/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08.1118.10) 3. Laboratory compliance letter in the Test Report No. NTCIr110.11618-1, issued by National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 081118.10) G. OTHERS 1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., approved on 12/05/13 and F expiring on 05/06/19. Manuel P W,P.E. Product Control xa ner NOA No.1.4-K'18.05 Expiration Date: May 06,2019 Approval Date: October 01,2015 E-2 ' 6 t� �, REGENCY PLUS, INC. a SERIES 5205 VINYL IMPACT CASEMENT WINDOW - LMI INSTALLATION ANCIIORAGE DETAILS 1. THIS PRODUCT ANCHORAGE SH01MN HEpE1N IS DESIONEO TD I.MATERIALS: 0.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE COMFLY WITH 5TH EDITION(20U)FLORIDA IGURDING CODE INSTALLATION NOTES: ` 09C)-BUILDING AND RESIDENTIAL yOLLIMES INCLUDING THY MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN 7.1 WINDOW FRAME MATERIAL:ROYAL VIINDOW i 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH PAVE A CORROSION RESISTANT COATING. PRESSUtE(S)STATED HEREIN. ®DOOR PROFILES,PLANT 13 RIGID VINYL PVC PER ANCHOR LOCATION SHOWN. O MIAMI.OADE NOTICE OF ACCEPTANCE(NDA)NO. 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 3 •- 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON 12-1120.M 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED 16 ANCHORS INTO MORTAR JONTS.EDGE DISTANCE IS SIGNED AND SEALED TEST REPORT NCTL•110.115161, THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF DATEp.tOpTJpS,ADDENDUMA DATED t1lOyp9 AND ADOENIXAI 7 2 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION, MORTAR JOINT INTO FACE SHELL OF BLOCK y p 0 DATED OVANDp AND ASSOCIATED LABORATORY STAMPED ®ACCEPTANCE(TWA)NO.1449UITACITE INTERLAYER PER 1&10. ��OF 3.SHIM AS REWIRED AT EACH INSTALLATION ANCHOR I0.INSTALLATION ANCHORS SHALL BE INSTALLED IN Q Z DRAWINQS+W01kERETESTED N ACOORDMHCE WITH HIGH zg VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® WITH LOAD GEARING SHIA(S),MAXIMUM ALW WABLE (ACCORDANCE WITH ANCHOR MANUFACTURERS �p�� TAS-202 AND TAS-203. SHIM SIZE IS U4 INCH.SHIM WHERE SPACE OF.UIS NCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL S.NOT USED. OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 3 a 3.THE PRODUCT HAS BEEN EVALUATED FOR CONE OF HIGH DENSITY PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE 6 J H.. L THE STANDARDS LISTED IN THE BTH Of)FLORIDA TO �.« THE REQUIRIEMENTB OF ASTM ANCHOR MANUFACTURER r w U� ` BCL UILDING CODE EDITION(m14 FLORE1300LN1. !,FOR NSTALlAT10N INTO WOOD FRANRHO,USE 012 WOOD 3}�, (FIC)-MULLONO AND RESIDENTIAL STANDARDS TNL SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH I I.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS u�c�UO OZ INCLUDES AND H IN COMPLIANCE WITH SNDplZ) 10.DESIGNATIO N r STANDS FOR THE FOLLOWINIG: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE 13 715 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH O Q INCLUDING HIGH VELOCITY HURRICANE ZONE REQUIREMENTS. (CLW X:OPERABLE PANEL INCH. ©THE FOLLOWING PROPERTIES 4.ADEQUACY OF THE EOOSTM STRUCTURAL 11.A 14 INCREASE 94 ALLOWABLE STRESS FOR VOW S.FOR INSTALLATION THROUGH IX SUCK TO CONCRETE I A WOOD PROTECTION.VMD PROTECTION.V=D. CONCRETE I LOADS WAS NOT USED IN THE DESIGN OF THE MASONRY.OR DIRECTLY INTO CONCRETE MASONRY, PRESSURE TREATED SOUTHERN YELLOW PINE. 1 MASONRY AND 7EMFRAMINGPBASA MAN TAD FORCE ® PRODUCT(S)8HOWN NEREH WIND LOAD USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER p RESISTING SYSTEM CAPABLE OF VMTHSTANDINGAND DURATION FACTOR(Cd-1.5)WAS SEEN USED FOR SUFFICIENT LENGTH 70 ACHIEVE THE FOLLOWING: MUST COMPLY WITH 6TH EDITION FSC/FRC AS TRANSFERRING APPLIEDPRODUCTLOADSTOTHE WOOD ANCHOR DESIGN WHIEREW OOD.ONLY ® S.I. CONCRETE SUBSTRATE RELATEDTOWOODPROTECTION. ARCMTECT F THE RESPONSO BE ROM THE EHWNEER OR FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 112 NCH MIMMUM EMBEDMENT uS"if 3 ARCHITECTOF RECORDAND TO BE REVIEWED BY AHJ. APPROPRIATE SAFETY FACTORS PER THE 5.1.2 I.II2 NCH MINBMM EDGE DISTANCE ®R CONCRETE 411N1MLIM COMPRESSIVE STRENGTH OF 6.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND APPLICABLE DESIGN STANDARD ARE USED. 32 M A'SONRY SUBSTRATE 2500 psi AND COMPLIES WITH AM 301. g 5.2.1. 2INCH MINIMUM EMBEDMENT ANCHORED. PROPERLY TRANSFER ALL LOADS TO THE 12 N AREAS WHERE VWND.SOLIRNE DEBRIS S.2. 21NCH MINIMUM EDGE DISTANCE ®C MASONRY-STRENGTH CONFORMS TO ASTM C40, Reeal J AM&M P E STRUCTURE.TY OF THEEDESIGNANd1 iN ORARTONECTOF PROTECTION REQUIREMENTS EXIST USE OF AN MEDIUM WEIGHT WITH DENSITY 117 FOR MOOS P.E.No,49762 RECORD B D TY OF THE ENGINEER OR ARCHITECT OF APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT 6.FOR PARTING STOP INSTALLATIW USE f5 WOOD RECORD AND TO DE REVIEWED BY AHI. NEEDED, SCREWS. ,�.•`1 J MES M4// 5,THE INSTALLATION DETAILS DESCRIBED HEREINARE 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH 7.MBNYAUM EMBEDMENT AND EDGE DISTANCE EXCLUDE `tIQ.••�G E NV :� //i GENERIC AND MAY NOT REFLECTACIUAL CONDITIONS FOR A A PERMANENT LABEL ANDIOR STAMP WITH THE WALL FINISHES.MMUD24 BUT NOT LIMITED TO 00 SF.*O SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTMLATi0N TO EXTRUDER CODE ANDMOW. STUCCO,FOAM,BRICK VENEER AND SIDING, No 4D7 O THEDEVBUILDING FROM THE REQUIREMENTS ONE OF HEREIN,THEN g THE oN&. NO OFFICIAL MAY ELECT ONE OF THE FOLLOWING; \L�'.* OPTIONS A-OUTSIDE HVHZ:REQUIRE THATALICENCEDSTATE OF ENGIN£ERORARCHITECT PREPARE ARR AND ` �F• ..ORLOP:�?,�� SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT ,'/•s`s/D 8. ANO,, TO BE REVIEWED BY AHJ. ///ON AL INSIDE NVHQ:REQUIRE THAT A ONE TIME SITE IAL- TABLE OF CONTENTS 16. SPIECIFlCAPPROVAL BE APPLIED FOR AND OBTAINED 35E SHEET DESCRIPTION ® FROM THE MIAMMMDE COUNTY PRODUCT CONTRA' GENERAL AND INSTALLATION NOTES ELEVATIONS FRODIICTRGVMw VERT7CALSECTIONS D.1d�6pMa�e ,1K FiaiMHORIZONTAL SECTIONS i GLAZING DETAt DFSIGN PRESSURE RATING(PSFI IMPACT RATING Aa�MNne�W(5`061$60 DwCOMPONENTS,BILL OF MATERULLB i C N.A.L •56.0 SS.O IAB lay Miss R 3 G � b 0 IV O.C. P. a i HEAD&SILL _ .PARTING STOP G+ ANCHORS ®4"FROM WINDOW 3.75`TYP.FROM PARTING °� S FRAME CORNERS STOP CORNERS HEAD&SILL as.w MAX HEAD&SILL ANCHORS PARTING STOP ANCHORS s DTH 4 314'FROM PARTING 34.125 C FROM WWDOW STOP CORNERS D.L.O. FRAME CORNERS PARTING STOP JAMB ANCHORS ANCHORS 2 8 C �5a Ur O.C.TVP. . . JMIBANCHORS = � ga ® 7 9H8'O.C.TYP. �}< i 88.1875' 70'MAX. PARTIN� ® UNIT 86"MAX ANCHORS `Z MAX p. i i HEIGHTwf IE� FC F UNIT PARTING ® HEIGHTSTOP �$ �} 61REINFORC T WOOD SCREW 4 4 INSTALLATION 9.6'O.C.TYP. ANCHORS(TYP) _ ®HEAD 6 BILL ANCHORS TAPCON P INSTALLATION I ANCHORS(TYP) �: E ' REINFORCEMENT® AMES �.e,tra nn: y A C { _ 38•MAX.WINDOW_�] �0;• sFti 9G. 3 3 WIDTH® "'lll NO SY��'ro 38'MAX UNIT STATE OWIDTH W/ F .•� PARTING STOP® i�•�C...1.. IRLti�+O```. 04eu0Nt�` ELEVATIONANCHOR LAYOUT ® EXTERIOR VIEW EXTERIOR VIEW exoouC't RPVMM D.Aa� Wit►MI'Iw'td� dwsw.uo",lm D" �y M `WOOD gROTECTION (SEE INST. NOTE WOOD BUCK ANCHORING 17 WOOD BUC ANCHORING Z ® AM 11A. SHT. 1) BY OTHERS BY OTHERS O #8 WOOD SCREW BY OTHERS ° INSTALLATION ANCHOR ONE BY PT WOOD BUCK ® ONE BY PT WOOD BUCK 1 1/8" MINA BY OTHERS S BY OTHERS (SEE NOTE 5, SHT. 1) EMBEOMENT� WOOD FRAMING BY OTHERS (SEE NOTE 5, SHT. 1) CONCRETE BY OTHERS 17 (SEE NOTE 4, SHT. 1) c d f8 WOOD SCREW O $ H(SEE NOTE 4, SHT.1) MIN INSTALLATION ANCHOR 20 SHEATHING EMBEDMENT® �' 20 ® ® ABY OTHERS �S 5� 7 y FC EXTERIOR FINISH � °+ BY OTHERS a �.. a•�. ••� • ®3/8" MIN. EXTERIOR FINISH 3/8" MIN. I�EOGE DISI. BY OTHERS ®E DIST. + : n PERIMETER CAULK 1/4" MAX• 1/4" MAX. BY OTHERS SHIM SPACE PERIMETER , SHIM SPACE BY O21 20 1 18 /12 WOOD SCREW a9 $ D 15 /4" ITW ADV THRFM TAPCON INST ANCHOR O 1 INSTALLATION ANCHOR q (1-1/2" MIN, EMBED., 1-1/1" MIN. E..®) (1-1/2" MIN. EMBED., k 18 2 ° 4 15 ° at� 7/B" MIN. E.4.)® < b 2 ¢ ®13 7 13 8 6 ' S ) MAX. 14 WINDOW EXTERIOR INTERIOR 14 5 E HEIGHT 14 SECTION B 3 MAX. WINDOW EXTERIOR SECTION D INTERIOR 14 3 88� HEIGHT ¢ QA 13 5 68A 13 5 ,$ ®23 ) 4 ®23 I 4 ` 12 8 12 g 2 INTERIOR 7 8 2 N 7 EXTERIOR j� Rm.nJ.tinavw D E 15 Gl 10 15 .EXTERIOR �� 10 �1MNdE Ro 4052 19 g ,,, ,nuur��,,4 MAX. 19 B MMES SHIM SPACE 1 18 ® /12 W00 SCREW �`04Q;•�OENs -VI /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4" MAX. 1 INSTALLATION ANCHOR O: ,p 20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.O.) SHIM SPACE (21 (1-1/2" MIN. EMBEO.,_ N`� f 7/8" MIN. E.D.) 17 I/8 W000 SCREW a MIN. EDGE OtSi� C,; STATE OF INSTALLATION ANCHOR 3 8" MIN. PERIM R CAULK o:c I a, .,- / BY OTHERS 0 yE`s'4�R1�•'0�,�� ®CONCRETE BY OTHERS •° • :� • , EDGE 01ST.® SHEATHING 20 ONE BY PT WOOD ��4�S�UMAi ?,,, Q(SEE NOTE 4, SHF. 1) ° • 20 BY OTHERS BUCK BY OTHERS (SEE NOTE 5. SHT. 1) • •• PREwwr REV=D ONE BY PT WOOD BUCK ' •. ° �; ° WOOD FRAMING BY OTHERS BY OTHERS •WOOD PROTECTION (SEE INST. NOTE (SEE NOTE 4, SMT. 1) IN W000 SCREW 17 (SEE NOTE 5, SHT. 1)® INSTALLATION ANCHOR Acvq #Lq p11 Wn IIA, SHT. 1) BY OTHERS® ® 1 1/8" MIN. WOOD BUCK ANCHORING ° m 1 1/8" MIN. MBEDMENT WOOD BUCK ANCHORING SECTION C BY OTHERS® AA EM13EDMENT SECTION A BY OTHERS,& A3/8" MIN. 3/8" MIN. ® 3 EDGE DIST. ®EDGE DIST. INTERIOR 1/4" MAX. SHIM SPACE 1 1/2` MIN. EMBEDMENT - CONCRETE o a 3 22 5 4 6 7 10 16 1 20 1 1/2` MIN. EMBEDMENT 1/4' MAX. I' MIN. EMBEDMENT - MASONRY c d SHIM SPACE . CONCRETE OR MASONRY BY = _ . 7/8MIN. �OTHERS (SEE NOTE 4, SHT. 1) GE DISTANCE INTERIOR a A *WOOD PROTECTION i gg (SEE INST. NOTE 11 A, SHT. 1) C 3, 22 5 4 6 7 10 16 1 20 BY OTHERS ® ,� Q 7/8' MIN.® ,• 1/4" ITW ADV THRFM TAPCON EDGE DISTANCE 18 INSTALLATION ANCHOR® s o #12 WOOD SCREW 21 •' EDGE'DISTANCE - INSTALLATION ANCHOR 4ii WOOD BUCK OOD BUCK 1 ANCHORING 1/8" MIN. ANCHORING r= ' BY OTHERS a EMBEDMENT BY OTHERS® ® ce O • 1 1/2' MIN. EDGE DISTANCE - CONC. ¢ o z #8 WOOD SCREW 17 * 2' MIN. EDGE DISTANCE - MASONRYi EXTERIOR #8 20 INSTALLATION ANCHOR 14 13 2 15 4 -1 1/8' MIN. ® gg oa a = PERIMETER CAULK SHEATHING • .,EMBEDMENT t�1 BY OTHERS BY OTHERS j.4 ONE BY PT WOOD BUCK -' 6f ®(MIN. 3/4-) BY OTHERS WOOD FRAMING $ � � (SEE NOTE 5, SHT. 1) BY OTHERS (SEE EXTERIOR NOTE 4, SHT. 1) *WOOD PROTECTION SECTION ION E 14 13 2 15 20 (SEE INST. NOTE itA, SHT. i) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS BY OTHERS �iell 7/8' O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED ONE BY PT WOOD BUCK BY OTHERS m GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH (MIN. 3/4) (SEE NOTE 5, SHT. 1) ® Y GLASS/ 0.090" KURARAY AMERICA INC. BUTACITE Rm.nJ A,,,o%'A PS INTERLAYER/ 1/8" ANNEALED GLASS W/0.39-AIR SPACE E�N� #8 WOOD SCREW 17 Fwn°'P.F_fft4QM 14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM INSTALLATION ANCHOR de AN INTERIOR 1/8- TEMPERED GLASS ��SAME$N%�*i,, 13 EXTERIOR FINISH BY OTHERS OFQ;.y�GEA1g OqG��� �' 22 No 4978 f�O ® a1,ht,r \ TATEOR t 'W IONAL 131/2. MIN.® PRDDuCr PZVISBD \a GLAZING BITE �cw* wpYMFIotIM aW, 1 n�P.nu Fa10 4S Q L' DM M� Dwe 14o66cat 12 GLAZING DETAIL OOMAIN FRAME SASH _ 0.090" TYP. WALL THICKNESS FRAM® 090E wALI THICKNESSO GLAZING BEAD SC TYP O4 0.o4REEg-NTFRAMIE 15 VENT REINFORCEMENT 20 M��STOP " WALL THICKNESS WALL THICKNESS ® WALL THICKNESS WAIL THICKNESS 3.250 "c r. 2.458 0.552 1.383 0.725" 1/2- 2 , 2.527 2.424 PME 0.940- B 0.354 0 0.44.5 WELDED WELDED MITERED 9 o CORNER CONSTRUCTION® " 1 Q aLLL 111B BILL OF MATERIALSas a2 0 ow ar32AarroN VJPFM mkwm 1 tm3 um4 4WM WAIL ..mw 4o4R rt s ay : ION IMIE 4 2w11 MNIE '•41or MMR 3 1161 owt • ou12No KAD vm 4 ItAln-Nr 4 furs FAKE swom 1aaa41m Fm w16 OF 3 FaaluaAll 1 FaEown VAM wmm 1 FOM"MM 1 a a-nE-a s-Fc 1 aaml fnae, 8VOK PUSM& wuw wen CC 10'O.C. 2 .2N'K.20W 4 x1112111 aa11m 1¢T! mon NAIL ----- 11M a fool.Molt 1 a►EMtoa IOWN ASUMSLr Imm - S (••p gyp•) f 24-M-32-oW 1 me tow A650bt1• mm 1 ® ® to am-oo a soave ar Fru No Foo wKn 1eoe4a3MavM►E. it t'9 1 x lir I 10AM ow rum maum I'M F6W FIWWO r E.No.4674 mU ns-w In-ow-m 4 MA2Mo P03 FIWK Lour ----- / \7 s sa not mf • rr 1fENu1LOCe1 Arn tole tau car, o iv6f2to iRl ���`FQtN8`�� --- Jr NL1a A O4o p0: F .G m or Ia 2I64SJ7 10 MNIIOut Tam um S 75 'O 04 WOWul[,t um Iu 17 ----- - H woo. MW __-- fE4 �1,�►✓l=} • to 3236" 1 18.4 nAK OFOPT011 T&ft --- ME ow. OF r/ :2U 20 ----- a m A0r(ao06 1/2'f I Impm►T 6faD o.336 Ir,. O: � E Mfg.wott 1tti fN2,0 21 _ 112 woo KKK(IM4LU1M nmaF _ _ 0 fqa ® (p..t.. ® 22 -- - _ f1ou116»wnml a row 4,.ran4n �rhS1UNA1IEN��� ®SHIMMODUCI 23 I�WKiDoI►OL w�6wwawn.n4wcq rKw41lo6a /raea4m NOTE: DETAIL 1 1X PT WOOD BUCKMLS°° ���MMIMFWf3a PARTING STOP EXTERIOR PERIMETER ® BY OTHERS � ,wts-0wa.o TO BE SEALED TO 1X PT WOOD BUCK WITH SIKH 551 SILICONE ® �;