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HomeMy WebLinkAboutProduct Approval (2) • . 4 FILE COPY MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) . 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION RECEIVE® -11111,115-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Regency Plus,Inc. S E P 17 2019 2000 Locust Gap Highway Mount Carmel,PA 17851 ST. Lucie County, Permitting 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. DESCRIPTION: Series"5305 Tilt"White PVC Double Hung Window APPROVAL DOCUMENT: Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09,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 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 renews NOA No. 18-0122.11 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. 18-0918.04 MIAMFDADE COUNTY Expiration Date: May 06,.2020 Approval Date: October 11,2018 4io/411tf� Page 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. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, 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. 18-0122.11) 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 series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422 2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 09.0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 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. 15-0618.02) 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 "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 Extrusi ns for Wi ows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez,P.E. Product Co r.9f Examiner NOA No. 18-0918.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 18-0122.11) 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 10/01/15 and expiring on 05/06/19. ManuO41-Re4 P.E. Product Cont of Exa iner NOA .18- 18.04 Expiration Date: ay 06,2020 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. 18.0122.11,issued to Regency Plus, Inc. for their Series "5305 Tilt"White PVC Double Hung Window—L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe ez, E. Product Control xa ner NOA No. 8-0 8.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS , m SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW 4 �m INSTALLMON"CISORAGEDETAILS ° a o.W GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A.OUTSIDE HVHZ:REQUIRE THAT A LICENSED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE O a LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR z i O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. a ® SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR �vJ 3 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. PRODUCT INSTALLATION, 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION Z F o UPON SIGNED AND SEALED TEST REPORT# 8 ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS Q >Z NCTL-110-11422-2 DATED 12101/08,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF z 1- 11//05/08 AND ADDENDUM II DATED 03110/09 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. m Q p ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH 01 0 M F WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY Q SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN a a<(D m m w Z HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER ACCORDANCE WITH ANCHOR MANUFACTURER'S IL AND TAS-203. 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL V CI O o a 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD !LinNOT BE USED IN SUBSTRATES WITH STRENGTHS LESS Z,w=Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE A7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 MCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE (9 IY-i TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718ANCHOR MANUFACTURER C 00 U < R THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. J F;O� EN COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS c 01 VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. 5.FOR INSTALLATION THROUGH IX BUCK TO CONCRETE! HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE N tj W ��a R� MASONRY,OR DIRECTLY INTO CONCRETE l MASONRY, 8 FOLLOWING PROPERTIES: F=Z Cors 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04B1. ®USE 114 INCH TTW ADVANCED THREADFORM TAPCONS OF o CW7 10 5 MASONRY AND 2X FRAMING ASA MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD-PRESSURE TREATED(PT)SOUTHERN tt m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATEYELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 W D d TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION•X•STANDS FOR THE FOLLOWING: 5.1.1. 1 1/21NCH MINIMUM EMBEDMENT A LUMBER MUST COMPLY WITH CURRENT EDITION STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.12. 1412 INCH MINIMUM EDGE DISTANCE FBC/FRC AS RELATED TO WOOD PROTECTION. Lu OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF m AGENCY HAVING JURISDICTION(AHJ). 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. a WAS NOT USED IN.THE DESIGN OF THE PRODUCT(S) 5.22. 2INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, ` 5.1X AND 2X BUCKS(WHEN USED)SHAIAE DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>117 PCF.. Robert J.Amoroso,P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE#8 WOOD Florida P.E.No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ® WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE RECORD AND TO BE REVEEWED BY AFU.NGINEER OR�CHITECT OF APPRODES GN STANDARD AREIATE SAFETY FUSEDRS PER THE APPLICABLE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE `&�� L�PMESr q�' q WALL FINISHES,INCLUDING BUT NOT LIMITED TO `���P;•QC,E IV 09�. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. pQ?:•V F G GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT '4Z; Ido 4975 •:O FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE 4cc OF THE FOLLOWING OPTIONS: O• STATE OF .ALU • C RODUCTRENKVM 41. (OH)pF;���`� TABLE OF CONTENTS a esa:plf"g wJh the Me" o�S........., a�e� acq.Aorn znce"fe0�� i°ssy�ONAe e�L°LLe' SHEET REV. SHEET DESCRIPTION 8.091 g.c - 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART 2 D ELEVATION&ANCHOR LAYOUT B.r 3 D ELEVATION&ANCHOR LAYOUT PROL•V s complying witb the We Florrcia 4 D VERTICAL SECTIONS lRuild'll.captm Code DESIGN PRESSURE RATING(PSF) IMPACT RATING de 1S'�l�•1 5 D VERTICAL SECTIONS 6 D HORIZONTAL SECTIONS 8 GLAZING DETAIL *5,5,0 LARGE MISSILE E" Onm 7 D BILL OF MATERIALS AND COMPONENTS IMPACT By Mira- aria Pd..C 8 D I COMPONENTS&CORNER DETAIL Q MAX.O.A.WIDTH ®W/PARTING V o STOP 55" 4 MAX.O.A.FRAME _ WIDTH 53" e LL = TOP SASH ui 0 a WIDTH 49.46" a a w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. J K 6.00"FROM JAMB 5 @HEAD 8:SILL CORNERS TYP. 4.00"TYP.FROM Z o ——— ———— ORNERS OF WINDOW 4.25"TYP. N _ ON FROM PARTING STOP CORNERS } ?o o TOP J I I J TOP SASHSASH 3 o 6 D.L.O. qqqq =m d g 79" 77" HEIGHT 6 I X l HEIGHT I !� I 13.75"Q —09— < a- MAX.® MAX. 6 32.913" 10.00"O.C. O.C.MAX.TYP. a a a ox � EIGHT W/ UNIT 36.625 -- i TYP. TYP. Y ��z o PARTING FRAME X u 3"O.C.SCR FOR z _< I WOOD SCREWS. w --z STOP HEIGHT ® 2"O.C. I I! !! I 4"O.C.TYP.FOR o g S n e C P I a CONCRETE SCREWS. Jo oo G 3 BOTTOM i 4 iI i BOTTOM SASH m o �i o f SASH D.L.O.HEGHT I I �w m sgQ I I I 36!625 I X I HE33'1113- ®REINFORCEMENT(TYP.) cn a ul #12 INSTALLATION X #8 X 1-5/8"SCREWS THRU w m ——— ——_— SCREW(TYP.) u I PARTING STOPS(TYP.) `9 m�, o_m H Robert J.Amoroso,P.E. Flodde P.E.No.49752 FROM P. 3.00" :@"HEAD&SILL NTYP. @ HEAD&SILL .�tQ�y..........E BOTTOM SASH © _ rd 4975 DLO WIDTH e 46.8125" 0.. STATE OF BOTTOM SASH ,e11410 i �.NA�s<-��,?, i LRODUCTREVISED ELEVATION ANCHOR LAYOUT ="ZwrzrR!N aMlh the Florid" [s esr.�.P�egr'llb the Plmft de INo!EXTERIOR VIEW EXTERIOR VIEW � 09/804- amW/PARTING STOPS W/PARTING STOPS Product of t Q K MAX.O.A.FRAME WIDTH 53" m TOP SASH 4 WIDTH 49.46" a m U TOP SASH o w E 6 D.L.O.WIDTH 45.75" 3.00"FROM CORNERS a.8 0 D 4 @ HEAD&SILL TYP. 6.00"FROM JAMB CORNERS TYP. 3 "O.C.TYP.FOR z ti o fj WOOD SCREWS. a TOP B I I 6 TOP SASH 11 4"O.C.TYP.FOR 77" SASH F �f I D.L.O. 13 75" ICONCRETE SCREWS. a MAX, HEIGHT g X I 6 HEIGHT O.C.MAX. FRAME 36.625 I 32.913" TYP i r UNIT I aa¢;0 z HEIGHT °— — v w=z o11 v BOTTOM 4 BOTTOM SASH 0 2"O.C. ii Ir o Dg �"e D.L.O. TYP. o oo¢ e SASH HEIGHT N�� j E 361.625T X I 33.113" Ii X ow m � _ I $ l &REIN FORCEMENT(TYP.) _ + w 'J¢m 17 to amu. A B 15.67"O.C.TYP. 4 4 @ HEAD&SILL Ruben J.Amm .RE DETAIL 1 Flaada P.E.No.49752 (SEE SHEET 7) %%%,'`ojpMES1q ANCHOR LAYOUT p `o0�4•v;GENS�.��G BOTTOM SASH EXTERIOR VIEW N0 4975 :o DLO WIDTH W/O PARTING STOPS s }[}} 7 � 46.8125" = s STATE OF •:�[[/ BOTTOM SASH '�i5 ........... G;`�. I ' WIDTH 50.125" bgI'lNAoolll`��, 1 ELEVATION �00lfCc RODUCI REVISED rs a+;n:0"Awz-lab the Fkrwm mmplykg,ithlbe Florida .04- uuabecadc EXTERIOR VIEW 4ez4tU:c"'ran apt c No 11 W/O PARTING STOPS E i6l0 Cite 20� fiau Date fly y A, Dnie rrad-d Co.f i—i rale P-e...C I a CONCRETE BY OTHERS 7/8°MIN.EDGE DISTANCE SEE NOTE 4 ON SHEET i ( ) .----+}-1 112"MIN.EDGE DISTANCE WOOD PROTECTION(SEE NOTE _ 1 � SHEATHING BY OTHERS g ®11 A,SHT.1)BY OTHERS A 1/2"MIN. ® $ L) °a... 2X WOOD BY OTHERS m 4�� EMBEDMENT (SEE NOTE 4 ON SHEET 1) w n EXTERIOR FINISH 1/4"MAX.SHIM BY OTHERS a N 0 4 EXTERIOR FINISH a °a° PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS w ®BY OTHERS BY OTHERS 9 (SEE NOTE 5 1 1 ON SHEET 1) 1/4"MAX.SHIM 1 1/2"MIN. EMBEDMENT 3 EXTERIOR 8 INTERIOR PERIMETER SEALANT 4 m m 8 A BY OTHERS 9 p s y a 1 Z O J O 2 19 1 13 s VERTICAL SECTION 3 6 z a O o D EXTERIOR INTERIOR y S 19 CONCRETE SUBSTRATE 24 6 < r 1 �+v Um 7 30 ® 16 19m c) d Z _ m z a< c�W 5 11 INTERIOR V 0 J m N - S Lu EXTERIOR 3 8 HEIGHT E VERTICAL SECTION u, WINDOW 8 6 WOOD FRAME SUBSTRATE W o chi? 4, HEIGHT 2 2 0 o j �S e 11 7 O 1 c 19 2 m € C VERTICAL SECTION ® 1 s W a a w 15 CONCRETE SUBSTRATE EXTERIOR 3U INTERIOR C v Ho- 6 19 Lu �m&E z 3o A 6 1 8 I EXTERIOR z5 INTERIOR 1 $ Robert J.Amoroso,P.E. 20 1 2X WOOD BY OTHERS R.M.P.E.N.49762 10 (SEE NOTE 4 ON SHEET 1) 12 PERIMETEBYOTHA ERS ®1X PT WOOD BUCK BY OTHERS ® ERIMETER SEALAN5 (SEE NOTE 5 ON SHEET 1) PT pQt; v� SF'•9G� ® BY OTHERS 1 1 1/2°MIN. 1/4"MAX.SHIM 1 1!2"MIN. No 45752 EMBEDMENT EMBEDMENT _ t - EXTERIOR FINISH '' ® CTEdBNEN�S 1 C`LD 2 BY OTHERS a a c,mplyk„g with the FYA@ STATE F •lq EXTERIOR FINISH 9a«l;av,Cnde T•.� �/� " a e BY OTHERS tovp!our",o I •OQIB.0t1 �FSi•...........O R CONCRETE A E ;ra:era L>.fz WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE mr. �6jAtenctt��`` ®11A SHT.1)BY OTHERS 4 O SHEET 1) 7!8"MIN.EDGE A •:o3'el ODUCr REVISED 1 1/2•MIN. n VERTICAL SECTI N -emptying with the Florida EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE eilding Code �)® ccepanoe ate or?2.4 VERTICAL SECTION y Dam A CONCRETE SUBSTRATE Y limni ave Prnduot 1 1/2"MIN.EDGE DIST. A 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTHRS (SEE NOTE 5 ON SHEET 1) 7/8"MIN,EDGE DIST. CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ® NOTE 4 ON SHEET 1) 11 A,SHT.1)BY OTHERS® 1 112"MIN.EMBEDMENT o 4 SHEATHING BY OTHERS 2X WOOD BY OTHERS(SEE NOTE 4 ON SHEET 1) ° 1 1/2"MIN.EMBED. o LL EXTERIOR FINISH 1X WOOD BUCK BY OTHERS w ~ BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) PERIMETER SEALANT BY OTHERS a w ® BY OTHERS 4 PERIMETER SEALANT 4 9 1/4"MAX.SHIM ® BY OTHERS 1 1/2'MIN. 3!8"MIN.® EMBEDMENT 1 $ EDGE DIST. 8 EXTERIOR ' 3 6 INTERIOR a__N LL 1 4 114"MAX.SHIM z a o 9 318'MIN. g� 2 19 1 1 EDGE DIST.e z J VERTICAL SECTION EXTERIOR 3 $ INTERIOR }a F CONCRETESUBSTRATE 6 WINDOW 1 19 v 0 ?w .. HEIGHT 2 Z F w= WINDOW INm of w< HEIGHT R VERTICAL SECTION o m a E y 5 WOOD FRAME SUBSTRATE F O wN 8 B �e a! z N r- gas 19 o= 2 1g 30® 6 w B�d3 EXTERIOR 10 $ INTERIOR w N 1 fA 6 1 gm EXTERIOR 0 8 INTERIOR ir 5 Robert J.T.a ,P.E. 1 1 PERIMETER SEALANT Floaae P.E.No.49752 5 I ® BYOTHERS ,16111111j",I PERIMTRSEALANT �G6EV4 f 18 JEDGEDISEDGE ® BY OTHERS No 4975 :`PO 1/4"MAX.SHIM-] q I 4 1 112"MIN. 1 1/2"MIN.EMBED.® 1X WOOD BUCK BY OTHERS EMBEDMENT STAT01 E v (SEE NOTE 5 ON SHEET 1) Ot;•,"p !ti' EXTERIOR FINISH ° c• se''''c+'s.^s�O R 1�F'�jt��� I • 8Y OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS-A... tt�OFd�sL��t°� 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS Pr,�s,ij1, 4 ON SHEET 1) ®(SEE NOTE 5 ON SHEET 1) 1 1/2'MIN.EMBED& 1 1/2"MIN.EMBED. 7/8"MIN.EDGE DIST. lMftCT REKEWrd FRODUC-rEv;SE�WOOD PROTECTION(SEE NOTE ® 2X WOOD BY OTHERS "^�, a DA ,PyYls%ait6 tAe FIaf01 with th.FlyAy11A SHT.1)BY OTHERS 1 112"MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) VERTICAL SECTIONQeiair.rCmlc axH wooDFxAMESUBSTRATF ^ � 0918.04-VERTICAL SECTION e.,s�,r;rs��;. Ya .1CONCR>TESUBSTRATE 1� �.-JI mdeLCo. �loLoof I 6 K 1 1/2"MIN.EMBEDMENT-CONCRETE 114"MAX.SHIM 1/4"MAX.SHIM �1 1/2"MIN,EMBEDMENT 1"MIN.EMBEDMENT-MASONRY 1 1 2 7 9 7 2 25 13 23 1 27 1 1/2"MIN.EDGE DISTANCE-CONC. a INTERIOR 2X WOOD BY OTHERS ��,M 2'MIN.EDGE DISTANCE-MASONRY ,' (SEE NOTE 4 ON SHEET 1) o A w o Jy a o V a . ' 7/8"MIN.EDGE DISTANCE W CONCRETE/MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 �Q ON THIS SHE 1B 15 1E 8 23 0 m 8 6 2 1 ( ET) Q o WOOD PROTECTION(SEE NOTE EXTERIOR FINISH BY OTHERS z o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT 3 $ BY OTHERS 1X PT WOOD BUCK BYOTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS ¢ ~ o UZ HORIZONTAL SECTIONHORIZONTAL SECTION a I+ CONCRETE/MASONRY SUBSTRATE CT WOOU FRAME SUBSTRATE 1=¢ W m o] *, ERIOR GLASS BITE® O w=c 7/8"O.A.INSULATED GLASS CONSISTING OF: �¢mOqR m 0 N o r E EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, zO =O ry8' 0.090"TROSIFOL PVB INTERLAYER BY KURARAYAMERICA,INC.,1/8"ANNEALED GLASS,0.39"AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS $ J E1112"MIN.EMBE �$ 3/8'MIN.EDGE DIST.1 112"MIN.EMBEDMENT-CONCRETE B2"MIN.EMBEDMENT-MASONRY. A318-MIN.EDGE DIST.1/4"MAX.SHIM 114"MAX.SHIMw1 1/2"MIN.EDGE DIST-C NC.2"MIN.EDGE DIST-MAS RY. 1 1 2 7 7 2 1 1 LU E o LL @A 7/8"MIN.EDGE DIST. a 18 GLAZING DETAIL 1 Robert J.A=rueo,P,E. RaNde P.E.No.49752 INTERIOR A // I 1 1/2"MIN. A �@�,�GrEEj�s?0.94 1112"MIN. 0 EMBEDMENT EMBEDMENT No 49752 Gr10 CONCRETE/MASONRY BY OTHERSSa 2X WOOD BY OTHERS 1�►�1j�'4th K (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) STATE I0 'W WOOD PROTECTION(SEE NOTE® 1 8 1 2 5 1 'O-- II 11A,SHT.1)BY OTHERS 19 1 1 8 1 18 SHEATHING BY OTHERSa(� '• O R 1 A ERIMETER SEALANT BY OTHERS ®PERIMETER SEALANT BY OTHERS �`�AfAL 1X PT WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) PRODUCT REVISED EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION } Kv di T c aW'!a"°Fla as K :is rBing q QQ �r�pp A—p!—Ko l"122.11 WOOD FRAME SUBSTRATE hmfTi:7pC19 �O-t/"1��•�. J HORIZONTAL SECTION CONCRETE/MASONRY SUBSTRATE 8v �•� Miaio' Frodv,! I I I 'm BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER � g 1 MAIN FRAME WHITE RIGID PVC "EFS "EFS:ENERGI g 2 SASH PANEL FRAME WHITE RIGID PVC "EFSFENESTRATION 4 3 SASH COVER WHITE RIGID PVC -EFS SOLUTIONS USA, O m 4 PANEL STOP!FRAME COVER INC.,PER CURRENT WHITE RIGID PVC -EFS a 5 SLOPED SILL COVER WHITE RIGID PVC **EFS MD NDA. w o 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS a w$ 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFSa a 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES m 9 POCKET COVER#1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.2107 0.187'x 0.300"CENTER FIN WEATHERSTRIP - ULTRAFAB m m 14 3/4'X 1 12"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD - p a N a 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. z n a o 16 #8 X 112'TEK SCREW STEEL 'a 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE }F a 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL > >w 19 7/8"OA INSULATED GLASS CONSISTING OF:ll8"ANNEALED GLASS,0.090" GLASS - Q f-Z ��UO TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/8"ANNEALED GLASS 2 m Q(. 0.39"AIR SPACE,1/8'TEMPERED GLASS SASH LOCK LOCKING TELT SHOE y c7 a m A © STEEL ® NYLON x -O r m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA u d Z m ' 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE -I O 22 SPRING BALANCE - BSI HARDWARE �---� 2836" �� 1.240"�{ womwww 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS Pl 0.530" w v 6 m H �N E 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 0.687" ® 0 1° H 0§ e 25 PIVOT BAR METAL VISION INDUSTRIESo ❑ 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062° N O a§z 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417' 2g 1/4"ITW ADVANCED THREADFORM TAPCON STEEL ITW m 1 m d 29 ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735" w E 30 G IJLULA zNB-SK-125-028-026) NEOPRENE FRANK LOWE w a w w u�w$ a�Ra MAINFRAME TERLDPVCOSASH COVER RIGID PANEL STOP AME © FACE MOUNTED EEEROWHITRIGIPVC OWNIGIWHITE PVC COVER N a F TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL TICKNESS 0.070" Rouen J.Am-,P.E. 4.170' TYP.WALL .�.1 Imo. FbAtle P.E.No.49752 F THICKNESS 0.070" 11'750"I �If0.150" 1.000" �� r-0'315" 1.326" 0. `Lsl 2.73 1.656' I I J- II 1.400° �I I Q�o.565' ���Q;•v�GER�S •�,QG I+•3.250"� 1.530" 1.35 -T 0.467" -~0.070" - O.' . ��� 7 No 49752 •:�O I SLOPED SELL COVER GLAZING STOP GLAZING STOP(OPERABLE SASH) POCKET COVER TATE /LIFT HANDLE - - � O O O - 1 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC SPRING BALANCE SOF /L TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055 TYP,WALL TICKNESS 0.055 TYP.WALL ® -�°�''.'D �* •�. 3.450"+4 © 0.306' THICKNESS 0.070' -� 0.953"�1 .4 0.891" +0.000 a�� MA ll%%'�`�p 0.665' 2.155° �I � 1.857" -0.100 1.121'+-{ 0.329' 1.220 DIA MAX. g REINFORCEMENT O INTERLOCK COVER PARTING STOP +0.000 Q PRODUCT REVISED 11 4 1.077 1.885" .!6.plying wiAt V ilii g ingwi6h Die FlmlclP STEEL WHITE RIGID PVC © 0.85" "0.100 uildio8 Coue WOOD aD.a¢om,.ls'In�pLH tde al�fit 0.438" TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0,075" � ihi 2:14C;� 0.170' I 1 •,uYNo18-OpI18.04. `]Ra'sao•.'II 1.500" -""ill 1- 0.725 0.914" �® 0.525" ii `.Da'r ,-rte F'„�I�1.722" � +y'' { EES TILT LATCH PIVOT BAR STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 JS 0.697" 0.176" 0.323' 0.345' 0.352* 0.173' 0377" 0.205' 0.709 0 Oifl' •D=jj� 0.7 0.166"-T I T__ -7 0.377--d— 2.2600.368" II 5.622" 1.906, ' 2.372' 0.689" m 0.803" 1.067- 0 0 1.012' C]0.709' _T 0.644" 0.1571—T — c:l n m m (L 'Ax ZO w X 1)-a L) I zt; u) 0 lr_lwt- 0;5 q m z:)w WELDED MITERED I-:0z 0200 CORNER CONSTRUCTION Qo --- 4 LL 0 .0 61) sim U) V .0 Robert P.E. Merida P.E.No.49752 10,O.0 0�% AMES 4 �,,%. ........ ',,g� ., (TYP-) G E At 8 Z No 40752 8 0. S _ TAT21 CF� 18 & J ASHIM DETAIL 1 IX PT WOOD BUCK u0mcT mEwt& PRODUCT REVISED BY OTHERS So tkn6,Iyiog wLfh I-Fw6ft u oorl,plyins wi111 the Flores eat la ildirws Coft. _o'2,2 ml &Pmdk At pis �.w NOTE: nmN Ac ,;7 Si ti PARTING STOP EXTERIOR PERIMETER il.11m Df. TO BE SEALED TO IX PT WOOD BUCK WITH SIKH 651 SILICONE 'n By A