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HomeMy WebLinkAboutNotice of Acceptance M IAM I•DADE ® MIAMI—DADE COUNTY • ttin9 PRODUCT CONTROL SECTION , DEPARTMENT OF REGULATORYLst:44ECES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy Regency Plus,Inc. 2000 Locust Gap Highway Mount 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 >1 Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "5305 Tilt"White PVC Double Hung Window-L.M.I. 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 0 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. LU 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 MIAMIVADE COUNTY Expiration Date: May 06,2020 Approval Date: October 11,2018 10 r��t� Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NHTTED 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 51h 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 WLiyAows and Doors, approved on 08/10/17, expiring on 02/28/18. "'MaAUX&MA9 Man el erez,P.E. Product Co r 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 61'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. Manu e e P.E. Product Cont of Eza finer 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 L 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? ez, E. Product Control xa ner NOA No. 8_08.04 Expiration Date: May.06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS SERIES 5305 TILT DOUBLE HI WG IMPACT VINYL ffll"O W �m INSTALLAnONANCSORAGE DET"S IL SR ri 5w 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 m ®BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE pLL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR $g Z --a] STATED HEREIN, B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING, r$ 4 ca 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM SPECIFIC M AMI-DADE COUNTY PRODIED FOR UCT CONTROL. PRODUCD OBTAINED THE TINSTALLATION.TUM NUMBER F ANCHORS TO BE USED FOR y FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION 512 UPON SIGNED AND SEALED TEST REPORT# ® Y ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS S O NCTL-110.11422-2 DATED 12/01108,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE BLOCK OR EDGE OF ¢ V Z 11/l05/OBAND ADDENDUM II DATED 03110/09 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. m Q O ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL•ENERGI FENESTRATION SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH 7—U' F m WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHN.L BE INSTALLED IN a a = a O Z HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE"NTH ANCHOR MANUFACTURER'S yy IL 3 AND TAS-203. 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL CJ W y o 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 3. m Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE A7.2 GLAZING INTERLAYER KURARAY AMERICA,INC, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 W INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE O p r TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. O U ZZ v 9g THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. O¢ N COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS o p 5 $N r` VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®B.NOT USED, 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE h HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, FOLLOWING PROPERTIES: 1—Z &g 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E13O-04e1. LUSE 1/4 INCH RW ADVANCED THREADFORM TAPCONS OF MASONRY AND 2X FRAMING ASA MAIN WIND FORCE SEE SHEET 8 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A, WOOD-PRESSURE TREATED(PT)SOUTHERN u, a RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 m TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION'r STANDS FOR THE FOLLOWING: 5.1.1. 11/21NCH MINIMUM EMBEDMENT & LUMBER MUST COMPLY WITH CURRENT EDITION Wking STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE F13CIFRC AS RELATED TO WOOD PROTECTION. W u m fi OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 52. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF AGENCY HAVING JURISDICTION(AHJ). 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 53.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. 8 ,,((�� WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 53.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-S0, 5.1X AND 2X BUCKS(WHEN USED)S.&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 PZ No,49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ® WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIRBYENGINEER HJ DESIGN HARCHITECT OF PT STANDARD ARE USED, PER THE APPLICABLE RECORDAND TO BE REVIEWED 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE , SNN 0� ES Zf", q WALL FINISHES,INCLUDING BUT NOT LIMITED TO a�,F.�•�C E IV •; �+ S.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Q. No 4975 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 OF THE FOLLOWING OPTIONS: STATE 0 ;4! '4tODUCf 16�JSSfii6t� � P,r•2•� TABLE OF CONTENTSa aemp!T%g wVh Ida RbA�a �e�fi�S.lO rcx SHEET REV. SHEET DESCRIPTION 4rar�rc'ke J&'oq��• O °°YI¢pgjl �60�to�� 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART Es;rtilas�Geta_ 2 D ELEVATION&ANCHOR LAYOUT 67 3 D ELEVATION&ANCHOR LAYOUT ''k;rrr.A'xII r'sr= PRODUCT REVISED 85�PlYing with the Florida 4 D VERTICAL SECTIONS Building Code ; 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACTRATING Amptm. �S'O1�Z�Q 6 O HORIZONTAL SECTIONS&GLAZING DETAIL LARGE MISSILE t Dol. 7 •D L OF MATERIALS AND COMPONENTS X5'0 IMPACT 8 D BILCOMPONENTS&CORNER DETAIL - Mixvi cde Product dt MAX.O,A.WIDTH ePARTING m STOP 55" S MAX.O.A.FRAME WIDTH 53" TOP SASH ;3 k WIDTH 49.46" a g �w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD$SILL 45.75" FROM PARTING J K STOP CORNERS 10.00°O.C.TYP. 6.00"FROM JAMS 5 5 @HEAD t£SILL CORNERS TYP. 4.00"TYP.FROM CORNERS OF WINDOW 4.25"TYP. r�Z- FROM PARTING - STOP CORNERS } 5 3 TOP J I I J TOP SASH o 79"® 77° SASH I I I D.L.O. I I ® X K HEIGHT 13.75 _ 9 m HEIGHT W/ U 36!6 5T 6 I I 32.913" 10,00"O.C. D.C.MAX.TYP. s a a z0 11 1 PARTING FRAME I I NP' X 3"O.C.TYP.FOR v w= WOOD SCREWS. m on STOP HEIGHT ® 2"O.C. �-I Iw o¢m z a I I TYP. 4"O.C.TYP.FOR Ito Mo C I CONCRETE SCREWS. m p�o¢ e1 BOTTOM I 4 I - BOTTOM SASH p a SASH D.L.O. F w HEIGHT I X V I HEIGHT I I WVial 36.625 33.113" ®REFORCEMENT(TYP.) I 9 I 16 #12 INSTALLATION X 8 X 1-518"SCREWS THRU ` C m --- _- SCREW(TYP.) # w - - I ARTING STOPS(IYP.) a H 5 —— Ruben J.Ama .,P.E. RoddaP.E Na 49752 I 3.@"FROM CORNERS @'HEAD 8 TYP. LL ,e��Eivsa�% ! I HEAD&SILL TYP. .°•G BOTTOM SASH ® �: No 4075 no DLO WIDTH 46.8125" O� STATE OF BOTTOM SASH WIDTH 50.125" i ODUCT REVISED I ELEVATION ANCHOR LAYOUT A '' °&�'� —ply,m�"ash Im F1.66 EXTERIOR VIEW rs r;�� fia wvu xibs'Eger6 "Codt 'EXTERIOR VIEW 'k ieg a xic ,� r�04W/PARTINGSTOPS -'—dW/PARTINGSTOPS �"-xu.,»a��+� dpi4ls hhaie l'ra;4uie�o., MAX.O.A.FRAME WIDTH 53" m TOP SASH 9 WIDTH 49.46" r TOP SASH w D.L.O.WIDTH � ¢N a 0- 45.75" 3.00"FROM CORNERS @ HEAD&SILL TYP. D E 6.00"FROM JAMB 4 4CORNERS TYP. o o m 3"O.C.TYP.FOR z di N o WOOD SCREWS. TOP G TOP SASH 4"O.C.TYP.FOR } k w SASH 6 D.L.O. ® CONCRETE SCREWS. 5�3 77° F �( ° 13.75" MAX. HEIGHT g HEIGHT >9 FRAME 36.625 6 32.913" O.C1YMAX. I ®P. J=^ a m UNIT _ I a a d x g HEIGHT v w i U W r~/J K J q) 4 4BOTTOM SASH ®2"O.C. a o o BOTTOM D.L.O. TYP•SASH c o¢ e� HEIGHT X HEIGHT it X cq 8 � JE 9 33.113" I F w � � 36.625 1 0 ,1o5s AREINFORCEMENT(iYP.) ren ,��� ' / w f I to15.67" I 4 4 I I @HE SILL O.C. © "p i @ HEAD R SILL Rbd P.E.No,g PE. DETAIL 1 fiodda .E.No,48762 (SEE SHEET 7) ` A¢"�`jpME3t4'* df ANCHOR LAYOUT A ��;:�NaeNSF. �. BOTTOM SASH EXTERIOR VIEW �•' bo 4925 :c6o I DLO 46 82D5TM W/O PARTING STOPS = ` j.(� �ir 0: STATE OF WIDTH BOTTOM 5 S 25" A1<Ei`,��`,, i i I ELEVATION W-VtSCi' 'RODUC'f RcV[SED w"At F)Wft aomplyiag with the Florida EXTERIOR VIEW 4c a tnc� a«!'���+ u ld ng Cade W/O PARTING STOPS �dcx±t tm:ta — �� aeaptaccelJo f! ti°"Dale fiy1 y I ,+i• e)aLc F'rcduat+`ai=2 adeproducc Ctn I CONCRETE BY OTHERS 718"MIN.EDGE DISTANCE m (SEE NOTE 4 ON SHEET 1) 1 112"MIN.EDGE DISTANCE o WOOD PROTECTION(SEE NOTE I I SHEATHING BY OTHERS A11A,SHT.1)BY OTHERS a _ U b, e 1 112"MIN. ® 2X WOOD BY OTHERS m EMBEDMENT o A (SEE NOTE 4 ON SHEET 1) w EXTERIOR FINISH 114"MAX.SHIM � BY OTHERS 'p c g EXTERIOR FINISH a o c PERIMETER SEALANT 1 X PT WOOD BUCK BY OTHERS w ABY OTHERS BY OTHERS g (SEE OTE 6 1 ON SHEET 1) 114"MAX.SHIM 1 1/2"MIN. EMBEDMENT 3 EXTERIOR B INTERIOR 4 PERIMETER SEALANT � 6 ®BY OTHERS 9 gm _ Z-1 o 2 „ 1 13 K 6 VERTICAL SECTION 3 6 o D CONCRETE SUBSTRATE EXTERIOR INTERIOR 24 6 730 ® 16 1 B to c a 0 m J= �F ,m 4 2 c6 n..:c U 11 INTERIOR to =cog � ! EXTERIOR $ HEII'IGHT VERTICAL SECTION w� p i WINDOW 8 6 E WOOD FRAME SUBSTRATE o ? S HEIGHT 2 2 7 VERTICAL SECTION 1 s 00 15 CONCRETE SUBSTRATE EXTERIOR 30® 6 INTERIOR C 2 30 ® B cn ItiO�E I EXTERIOR 25 INTERIOR Rbt 20 8 Florida RF A No%P.E. 1 1 2X WOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) j 9752 NT 1 BUCK 13Y PERIMETER SEALANT 5 5 ®(SEE NOTE 6 ON SHEET 1)ERS ABY OTHERS 1 ����...G ENs h0�� i PERIMETER SEALANT 0 •v ¢ ® 1 1 1/2"MIN. 1 112"MIN. �� �G<1' BY OTHERS 114"MAX.SHIM No 49752 :O r EMBEDMENT EMBEDMENT = EXTERIOR FINISH A � STATEy_F BYOTHERS ;•�. a cevn�e!>mgwuht6e'Kw@"e EXTERIOR FINISH vad;:v.3Cn1e AA'•.�` �� ® BYOTHERS tc,;;ux.:dal 04/8.0�1� ' �(�`SSIORIQ�G\ oma BYOCH TE(SEE NOTE Jv!1'ttf2ir t7A?C/ WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 718"MIN.EDGES(. r� J' ®11A,SHT.1)BY OTHERS ODUCTREVISED 11/2"MIN. VERTICAL SECT[ N camplrnswirluuFlorda EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE a1dQ$Code (1'P')A ti Uelc 6 A VERTICAL SECTION 7 CONCRETE SUBSTRATE r 7imi n?c PrcductC 1 112•MIN.EDGE DIST. A a 1 112°MIN.EMBEDMENT 64:lXPTWOOD BUCK BY OTH RS (SEE NOTE 5 ON SHEET 1)1 718"MIN,EDGE DIST. m CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE 3 ® NOTE 4 ON SHEET 1) 11A.SHT.1)BY OTHERS® 1 112"MIN.EMBEDMENT ° a SHEATHING BY OTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) O EXTERIOR FINISH s 1 1!2'MIN.EMBED. A o BY OTHERS IX WOOD BUCK BY OTHERS I w EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) PERIMETER SEALANT BY OTHERS a j w ® BY OTHERS 4 PERIMETER SEALANT 4 9 1/4^MAX SHIM ® BY OTHERS 1 112"MIN. EMBEDMENT 1 $ EDGE DIST. EXTERIOR ' 3 6 INTERIOR o g 1 1 4 1/4•MAX.SHIM Z ? n O w 2 1 1 S EDGE DIST. 5� w J 'VERTICAL SECTION EXTERIOR 3 18 INTERIOR Q s a CONCRETE�SUBSTRATE 6 <m co 01 C7 d O m 7 1 O= �h mm a d(7UF WINDOW 2 19 U° J- 9N HEIGHT ?tu w HEIGHT �v� VERTICAL SECTION w v a mlv n WOOD FRAME SUBSTRATE C V p W 6 2 g d u9cm Q i� 1 r 1 � 2 1B 30A 6 w � 5 EXTERIOR p 8 INTERIOR w II� In EXTERIOR 8 INTERIOR 5 RobertJ.Anro .PP. PERIMETER SEALANT Flood.P.E No,0762 PERIMETER SEALANT 5 3!8°MIN. �}jBY OTHERS 1 3/8"MIN.® °°1�►►N►e►6lr I BY OTHERS 1 EDGE DIST. EDGE DIST. °`°����•JAMES...0, ® i i \GEMg�.9G`T Q:• FJO 4�J75 � 114"MAX.SHIM 1 10 MIN. a 11 MIN.EMBED. EMBEDMENT e `�' a 1X WOOD BUCK BY OTHERS STATE OF (SEE NOTE 5 ON SHEET 1) r n o ti• �A,:•c�� i EXTERSH IOR OTHERS < CONCRETE ® EXTERIOR FINISH BY OTHERS 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS A(SEE NOTE 5 ON SHEET 1) 4 ON SHEET 1) 1 112"MIN.EMBEDA WOOD PROTECTION(SEE NOTE 1 1/2"MIN.EMBED. 7!B"MIN.EDGE DIST. UODUCT Ryff 191 RODUCr REVISEI. ® 2X WOOD BY OTHERS 11A SHT.1 BY OTHERS SEE NOTE 4 ON SHEET 1 cs eawpFyleg wUh tIle[kifCt .mpiying with the rwrldh i ® ) 1 112"MIN.EDGE DIST. ( ) VERTICAL SECTION :riding CoUe u dmg Cods H VERTICAL SECTION I WOOD FRAME SUBSTRATEttep,�,al�! -ot32�q CONCRETE � SUBSTRATE Lz.irotlan k,: vatioo Dae .KfFo,I.al I.lvrhiel f%e'.c`yetr Mi®i ode pt�+dnc , I 1 112"MIN.EMBEDMENT-CONCRETE 1/4"MAX.SHIM 1/4"MAX,SHIM 1 1/2'MIN.EMBEDMENT m ® 1"MIN.EMBEDMENT-MASONRY 1 2 7 9 7 2 25 13 23 1 I I ti a 1 • o 0 1 1/2' 27 MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS $ m� 2'MIN.EDGE DISTANCE-MASONRY .' (SEE NOTE 4 ON SHEET 1) a o V E3 aW m 7/8'MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 8 6 2 1 (ON THIS SHEET) 1s 1s 1b e 3 o S m WOOD PROTECTION(SEE NOTE EXTERIOR FINISH BY OTHERS z �' o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT y` BY OTHERS -� 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH z £ o ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH C > BY OTHERS HORIZONTAL SECTION (� HORIZONTAL SECTION wMASONRY SIB3SIRATH wOOD RRATtE SL'HSiRATE J <—U m }<a 2y3 1/2'GLASS BITE® v c7-' ZIzz 7 FINTIRIOR 7/B'O.A.INSULATED GLASS CONSISTING OR t7 v¢m O q e EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, v �u S B \ffo.39 0.090"TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,1/B"ANNEALED GLASS, oo ❑O s e ti m 'AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS $ �_ ��LL LI 1 112°MIN.EMBED. 11/2'MIN.EMBEDMENT-CONCRETE 3/8"MIN.EDGE DIST.® ,g _ 2'MIN.EMBEDMENT-MASONRY, g ®318"MIN.EDGE DIST. ' a^ EXTERIOR 114"MAX SHIM 1 1@"MIN.EDGE DIST-CONC. 1/4"MAX.SHIM _ w a o d w ® DIST-2°MIN.EDGE MAS w MASONRY. 1 2 7 2 7 2 1 27 nq 7/8"MIN.EDGE DIST. _ B 18 GLAZING DETAIL 1 Robert J.Am ,REF)Mda P.E•No.49752 oa INTERIOR .• �e11111111400, 1 1112"MIN. . p��<4Q`�•J GPEN 4o, EMBEDMENT EMBEDMENT ��' S�•� CONCRETE/MASONRY BY OTHERSEMBEDMENT No 49752 Gs :o , t S •1�1 1 2 (SEE NOTE 4 ON SHEET 1) EXTERIOR •. (SEE WOOD BY OTHERS NOTE 4 ON SHEET 1) WOOD PROTECTION(SEE NOTE ®11A,SHT.1)BY OTHERS 1 8 2 1 19 1 8 1 1g SHEATHING BY OTHERS s t"1`•C O R 1 ERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS �Jd,"",At... I X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) PRODUCT RE\1SED � '�` Ut.•1 ' os u.plywg with tb"Florida EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION S 2 cftL eke a7 +°rd B.ildi C d./8 0171•U i J8'018-C,4- Egplpl.L�tte k HORIZONTAL SECTION a`e;,'-+c,, -ttr f J gy OONCRM/MASONRYSUBSIRATE s 2 BILL OF MATERIALS m ITEM# DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS "EFS:ENERGI w 2 SASH PANEL FRAME WHITE RIGID PVC **EFS FENESTRATION a 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, INC.,PER CURRENT O 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS tD m 5 SLOPED SILL COVER WHITE RIGID PVC "EFS MD NOA. w -ti 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS A o 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES w 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 0210 0.187'x 0.300°CENTER FIN WEATHERSTRIP - ULTRAFAB $ m 14 3/4"X 1 10 PARTING STOP(SEE NOTE I IA,SHT.1)G=0.55 MIN. PT PINE WOOD - �e3 0 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. z r 16 #8 X 1 P1'TEK SCREW STEEL 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL > 5;- 19 W19 718°OA INSULATED GLASS CONSISTING OF:1/8°ANNEALED GLASS,0.090' GLASS - ¢ �-z TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.,118°ANNEALED GLASS m¢a 0.39-AIR SPACE,118^TEMPERED GLASS © SASH'TLEEL K ® LOCKINGTILT SHOE NYLON ?_ a.O �m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA i a z m 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE v w 22 SPRING BALANCE - BSI HARDWARE Z836' 1.240"-► w u)�w g 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0 530' w m a 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 0.68T ®' 1• zo 04� 25 PIVOT BAR METAL VISION INDUSTRIES �[ am e 26 SIKAFLEX 552 BACKBEDDING SILICONE ISIKAGORP. 2.062' 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL 28 1/4"'I(W ADVANCED THREADFORM TAPCON STEEL ITW n m 1%y m 29 ENDUR 9.8 SS SPACER STAINLESS STL CARDINAL 0.735° N 98 30 C 2 •125.028.0 NEOPRENE FRANK LOWE O WHHIITEE RIGS IDDPPVC 2O S�WHI RIGI grANELFRAAgO WHITE RIGID PVC ®SASH COVER LCOVERSTOP)FRAME ® FACE NIO BUNTED KEEPER N R LL TEEL TYR WALL TICKNESS 0.070" TYP,WALL THICKNESS 0.070' TYP.WALL THICKNES 0.065' WHITE RIGID PVC TYP.WALL TICKNESS 0.070° Robert J.AMcauso,P.F. --4.170° TYP.WALL Flonoe P.E.No.49762 0 298" THICKNESS 0,070" I I - �I+-0.150750" " 2.10; 1.656' 1.000" Imo! (-0.315" 1.326" 0. `L�] ,�.a ....E..q �i�. 1.400' �I I� �1 + L0.565' --►�--0.070° No 49752 i 3250"--4� 1�-�(- 1.530• 1.350'-h-"I 1�I I OA67' No 49752 O SLOPED SHI COVER GLAZING STOP/LHrT HANDLE O GLAZING STOP(OPERABLE SASH)SASH O POCKS-TT COVER WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVCWHITE RIGID PVC © SPRING BALANCE STATE TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL ;'•.T� :�w 0R1�: �o x+3.450'+I © 0 9 0.306° 153- 1° THICKNESS 0.070° +0.000 ,;;,10r oAi 2.155' -L. 1.857' 0.665'-0.100 1220 DIA.MAX. ® REINFORCEMENT IN'CERLOCK COVER +0.000 O RODDLT REViSFD STEEL WHITE RIGID PVC ® PARTING STOP 1.077 1' -0.100 ETA cemdrvswlW+ FP 0.436" Ya aoxsFl3'I"n'd witl the Ffed9k uldfog CoAe r TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" WOOD 0.85 n ) 0.170° iI #'CN7'.ifi(1�Y NO �Ip.( ]•.'RWr��.'IO.LIM. U 1.50011ritaL'at,11R 0725" 0.914' 1.722° 1 0.55251-j ® TILT LATCH ® PIVOT EAR STEEL-ZINC COATED METALTYP.WALL THICKNESS NA R 0.697" LL 0.176" 0.323" 0.559" l ~ 0.345" 0.205" 0.350.173" a oa o 0.377" 0.709° II 0.166" 0.551" ❑• 0.748° A1.122" 0.377' 1.906" 2.26D" 5.622" � 0.368" 0 2.372' 0.803' 1.087" 0 1 o a o LL 1.012" Q 0.709° z 3 �a m 0.544• 0.157--T } S Q 3 cb wm Jxa-Z m CD id_� ��N�y WELDED MITERED �'La>> g CORNER CONSTRUCTION o a ogill diz ®i4 N F-v f tui1 q00 Im w LL R I Robert J.Ammuso,P.E. FloHda P.E No.48752 71 ES 4 1�P, CENS'�4, r�i� ®8 � ®18 O��•�' F•••;GJ� i No 49752 e O; STAI F .• ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS PA00mT amowim PRODUL-fREVISM NOTE: as t6wplyia8 wUN are Raft .eemPdyN9 with the Ka."do svidlay Cnda B,,Udig Code PARTING STOP EXTERIOR PERIMETER eopa,6,xe No O�`$O�• peep sa filo -O I2�Z.l l TO BE SEALED TO 1X PT WOOD BUCK 1f°N" 4s°` �• f � B�neo WITH SIKA 551 SILICONE ap Dv tl7l4a co- Mf m' ado Prod6c