Loading...
HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-RADE M AMI—DADS COUNTY am PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 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 Umaterials. 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). w This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control -ction(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right have this product or material tested for quality assurance purposes. If this product or material fails to rform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may p ^ 'mediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER tx LU c a It Serves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control 1-4 CM �fiction that this product or material fails to meet the requirements of the applicable building code. u -,Zz +'s product is approved as described herein, and has been designed to comply with the Florida Building lL o Ode including the I-Egh Velocity Hurricane Zone. ESCRIPTION: Series "5305 Tilt"White PVC Double Hung Window-L.M.I. PROVAL DOCUMENT: Drawing No.RPLS0064,titled'-Series 5305 Tilt Double Hung Impact Vinyl indow", 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 sball 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 MIAMI-DADE COUNTY0 Expiration Date: May 06,2020 Approval Date: October 11,2018 �®1 10 , 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 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 FSC, 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 5th 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. 15-06-18.02) 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 Extrusions for Wixtkows and Doors, approved on 08/10/17, expiring on 02/28/18. Man"el 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 C4 P.E. Product Cont of Exa#hiner NOA . 18- 18.04 Expiration Date: N ay 06,2020 Approval Date: October 11,2018 E-2 l ' 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 P ez, P.E. Product Control Fxaner NOA No. 8-0 8.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS ,SERIES 5305 TILT DOUBLE HUNG IMPACT Mll ff/l"OW q tm INSTALLAnONANCHORAGEDETAMS Piz 'a 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 3 ®BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE p g a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR 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, g¢F' SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR y $ 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 g UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS >- S O NCTL-110.11422-2 DATED 12101108,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF ¢ F-Z 11//05108 AND ADDENDUM II DATED 03110109 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. ,m¢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 y o' a F m V) WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN -'i= ~ 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 a a L z S i z AND TAS-2D3. 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). p INSTALLATION INSTRUCTIONS AND ANCHORS SHALL O �f o M c ¢ Z4 4.FOR INSTALLATION INTO WOOD FRAMING,USE 912 WOOD lE NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS N g,W Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ® 7.2 GLAZING INTERLAYER KURARAYAMERICA,INC, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE y p p TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. 0 U ZZ v 4 THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE INCA). INCHES, IF-O¢ COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS g p g A VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. 2L 8.NOT USED, 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE N J S If � MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, FOLLOWING PROPERTIES: H Z 4,ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. k,USE 1/4 INCH IIVJ ADVANCED THREADFORM TAPCONS OF o 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 a is RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 y TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION'X•STANDS FOR THE FOLLOWING: 5.1.1. 1 1/2 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION w STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE FBCIFRC AS RELATED TO WOOD PROTECTION. w F fL OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 52. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF y AGENCY HAVING JURISDICTION(AHJ). 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. S n WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 5.2.2. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, 5.1X AND 2X BUCKS(WHEN USED)SHAL46F DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY-117 PCF.. Robert J.Armn .PZ ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE 08 WOOD Flodde RE N.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ® WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONRECORDSIBILITY OF THE AND O BE REVIEWED BY ENGINEER OR ARCHITECT OF APPRODESIGN PRIATE SAFETYSTANDARD ARE USED. PER THE APPLICABLE 7•MINIMUM WALL FINISHES,EMBEDMENT NI ELUAND EDGE DING BUT NOT CANTED EXCLUDE ,0��5Q,�,j;kMES.Q�IO�4 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. �p0�'.•�•�C E�&Fe; pG GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT No 497S PO 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 111C:'['SlFeh)gL°C5f1S9 <O'�t<''�,<O R IOp':'�`?`4 TABLE OF CONTENTS L�cua�2:;irr�nLb tbaPlaside t�s (}4 . SHEET REV. SHEET DESCRIPTION4K�rJr�':!®��'f7q�iS•2 � '''uS��Ri11L �ey. d&1161661t 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART Sn ar:,<.:aa G•s1q 2 D ELEVATION&ANCHOR LAYOUT W - 3 D ELEVATION&ANCHOR LAYOUT .Ata 9:`, PRODUCT REVISED 4 D VERTICAL SECTIONS os c ''Ding wAh sh.Florida 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSP) IMPACT RATING Aa�Pt Building Cede�Ma 6 D HORIZONTAL SECTIONS&GLAZING DETAIL155.0 LARGE MISSILE IDam 7 7 D IMPACT BILL OF MATERIALS AND COMPONENTS de PrDdm 8 D I COMPONENTS&CORNER DETAIL ��� z a MAX.O.A.WIDTH ®W/PARTING STOP 55" 6 MAX.O.A.FRAME LL = WIDTH 53" TOP SASH 12 WIDTH 49,46" L S 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 JAMB 5 5 @ HEAD&SILL CORNERS TYP. o 4,00"TYP.FROM z ? o CORNERS OF WINDOW 4TYP. 3 ARTING = � N FROMM P — -- — STOP CORNERS T j53 TOP SASH TOP I I I J o SASH I I D.L.O. m a g m 79" 77" X I HEIGHT I 13.75°� MAX. MAX. 3616 5T 6 I I I 32.913" 10.00"O.C. O.C.MAX.TYP. Y a a z m a HEIGHT W/ UNIT 9 PARTING FRAME I I X 3"O.C.TYP.FOR M_¢ STOP HEIGHT 2"O.C. I I WOOD SCREWS, t7�¢mZ q I I TYP. 6 4"O.C.TYP.FOR a o g y m C I CONCRETE SCREWS. J o¢ 9 BOTTOM I 4 I BOTTOM SASH S d SASH D.L.O.HEIGHT N r ®Z o c s 36'625 X i 33.113 - 1 &REINFORCEMENT(TYP.) I Iw 666 _ B #121NSTALLATION X #8 X 1-5/8"SCREWS THRU ——— ———— SCREW(TYP.) m ARTING STOPS(TYP.) Rub°n J.Aa°oruw,P.E. Flodde RE No.49752 � I 3.00" @HEAD&CSILNTYP. @ HEAD&TYP. .``��QQ�.......... �.pG. FROM I BOTTOM SASH ® No 4975 DLO WIDTH a �I�t1D' 46.8125" O STATE lOF :��/ ..O..... d�?: BOTTOM SAS WIDTH 50.125H °O �fYA� RODUCT REVISED ELEVATIONANCHOR LAYOUT AA=is-u r"mmy r umplyurg u5th the Florid.N3v"r`.Ftrill,the fkre!�ny uildi g Code / EMRIORVIEW EXTERIOR VIEW °k§icg L'.sxte lenoa No! W/PARTING STOPS 4e sFt_.r r aro f �/6,o4•- In',Date W/PARTING STOPS E•^ax s u t t" 20 IIy fL���S� Qum' adc Product ' of ayes. r„x�r•rra.uaeu. .1 MAX.O.A.FRAME WIDTH 53" m TOP SASH WIDTH 49.46" TOP SASH w o D.L.O.WIDTH a ap 45.75" 3.00"FROM CORNERS w @ HEAD&SILL TYP. A 4 6.00"FROM JAMB CORNERS TYP. _--- -- — — _ 3"O.C.TYP.FOR o y o WOOD SCREWS. TOP I E TOP SASH 4"O.C.TYP.FOR z a 77" SASH F D.L.O. A 13.75- CONCRETE SCREWS. r 5;:DMAX. HEIGHT g X 6 HEIGHT O.C.MAX 1 X ® 3 G�S FRAME 36.625 32,913" T.P. I w 26 fE a m UNIT ajs Sa m HEIGHT cri w.U =z¢ BOTTOM 4 BOTTOM SASH ®2"O.C. z o o to SASH D.L.O. TYP. I o 0a HEIGHT X HEIGHT 33.113" 36.625 li o w 1�= s AREINFORCEMENT(TYP.) ren ti s w m� / w A B 0 @HE15.67' SILL O.C. E. f^—T HEAD 8 SILL J. a.P.E � P.E. DETAIL 1 gpAda P.E..E.No.No,48762 (SEE SHEET 7) 0INMES.4 ANCHOR LAYOUT ® EU4-. Ga BOTTOM SASH DLO WIDTH EXTERIOR VIEW No 4975 to 46.8125" W/O PARTING STOPS = ,0, �7 STATE OF .<4 BOTTOM SASH . NAC 50.125" .„±s�ELEVATION vplymswiththE" klotida EXTERIOR VIEW wia2tt W/O PARTING STOPS s�sra±:y Yn:Be Z. °mc &� y i ode produG I i y)cC,, pt,�c Pccdm�aatf.A� iani v C i 718°MIN.EDGE DISTANCE ® CONCRETE BY OTHERS ® m (SEE NATE 4 ON SHEET 1 1/2°MIN.EDGE DISTANCE WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS 4 &I IA,SHT.1)BY OTHERS �' pp " �:a 1 1l2"MIN. Lt1 2X WOOD BY OTHERS � p"• EXTERIOR FINISH EMBEDMENT 1t4"MAX.SHIM (SEE NOTE 4 ON SHEET 1) r ov B BY OTHERS EXTERIOR FINISH I a w PERIMETER SEALANT X PT WOOD BUCK BY OTHERS ABY OTHERS 4 BY OTHERS 1 VT MIN. 9 (SEE NOTE 5 A 114"MAX.SHIM EMBEDMENT ON SHEET 1) EXTERIOR 3 Jf INTERIOR PERIMETER SEALANT 4 m // g A BY OTHERS y p S VERTICAL RECTION EXTERIOR ✓ / i 8 INTERIOR y > D CONCRETE SUBSTRATE 24 6 sm 4 n 1 ao to 79 EL w_� r Tm 7 2 M IL a z �� i EXTERIOR Q_ �$ INTERIOR HEIGHT VERTICAL SECTION w <a w " WO12 L9 OD 1T2AME SUBSTRATE z 0 C)a v WINDOW HEIGHT 2 } 19 2 ui r8 VERTICAL SECTION ao® 1 INTERIOR cr l C CONCE?1sTE SUBSTRATE EXTERIOR 6 tu E m 75 9 8S 2 3. ® 8 1 EXTERIORPzbat s.Aawraso,P.E 25 $ INTERIOR Florida P.E.No.d8782 2p 1 2X WOOD BY OTHERS to 1 5 (SEE NOTE 4 ON SHEET 1) ��e��e�uoipr 1 NT PERIMETER A1X PT WOOD BUCK BY OTHERS Y OTHE Q�a RS 1 .•�C ElYSpp�r 5 (SEE NOTE 5 ON SHEET 1) 6�'•ti F':G� APERIMET BYOTE RS 1 I—E11/2'MIINI 1!4"MAX.SHIM EMBEDMENT _ No 49752�p��O I :.4_ a —j ® 3z*iICT tzS.vEtt STATE QF1 •`tu EXTERIOR FINISH zn rsr^.aY¢�w8e the Fbeft BY OTHERS " EXTERIOR FINISHttrl1".e,Cru?c a e p BY OTHERS c�.;use.: J D f f_ ,•� CONCRETE L� Ex h A:ar.Dp..E:r oA�r ap BY OTHERS(SEE NOTE xr n WOOD PROTECTION(SEE NOTE 4O SHEET 1) 718"MIN.EDGERf Al 1A,SHT.1)BY OTHERS ` d mplyTg 6iLh D 1 112°MIN, VERTICAL SECTI N complying witb the Florid. EDGE DISTANCE SHEATHING BY OTHERS CB WOOD 1?RAME SUBSTRATE ccepmmohlo J •DI2?.J ( YP)� e z>a{� 4 A VERTICAL SECTION CONCRETE SUBSTRATE itani ace Frn Wct C 1 112"MIN.EDGE DIST. A 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS o (SEE NOTE 5 ON SHEET 1) 7/8"MIN,EDGE DIST. CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE o e NOTE 4 ON SHEET 1) 11A,SHT.1)BY O ERS® 1 i/2"MIN.EMBEDMENT ° SHEATHING BY OTHERS 2X WOOD BY OTHERS = 18 a� a � ® (SEE NOTE 4 ON SHEET 1) EXTERIOR FINISH 1 1l2'MIN.EMBED. Q o A BY OTHERS 1X WOOD BUCK BY OTHERS "' w g ............ EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) z PERIMETER SEALANT BY OTHERS Q. �w ® BY OTHERS 4 PERIMETERSEALANT 4 9 1/4"MAX.SHIM ® BY OTHERS1 1l2"MIN. EM8EDMENT $ EDGE DIST. EXTERIOR ' 3 6 INTERIOR p g m ❑ A m 0 1 i 4 1/4"MAX.SHIM 318"MIN. 3 rc o 2 19 1 9 EDGE DIST. w �m J VERTICAL SECTION EXTERIOR 3 18 INTERIOR a s CONCRETE SUBSTRATE z mm 16 aa�c7cJ � WINDOW19 w j S=.j� H v HEIGHT WINDOW VERTICAL SECTION w�<m 6 4 HEIGHT 5 K WOOD FRAMESUBSTRATE o O> a gBE 6tQg 2 g J �ua4g 15 19 0 1�8�� ® 19 EXTERIOR 1 ® 8 INTERIOR w W m o& 6 1 1 y 8. EXTERIOR 8 INTERIOR 5 Robm J.A—..,PE. 1 PERIMETER SEALANT Flodda RE No.49752 5 &BY OTHERS 1 3/8"MIN.® °1tilsollI##,, PERIMETER SEALANT IA EDGE DIST. °°°L,%%°'-JAMES AQrrri ® 1 EDGEDI BY OTHERS 4 1 v0k. E fiW'- G Q: Ro 4975 :�O 1/4"MAX.SHIM ° 1 1/2°MIN.EMBED,® EMBEDMENT •VW` 1( v`�' 1X WOOD BUCK BY OTHERS STATE a (SEE NOTE 5 ON SHEET 1) . n. I EXTERIOR FINISH ° O BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS erg$�n1�1f�Y 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE 6A SHEATHING BY OTHERS A(SEE NOTEC5 ON SHEET 1) 4 ON SHEET 1) �?718'"MIN. 112'MIN.EMBEDA 1 1/2"MIN.EMBED. #mtluCT ftaMxl9lFD ODUCf REVi5E1 WOOD PROTECTION(SEE NOTE Q ® 2X WOOD BY 0T1iEl— EDGE DIST. i 11A,SHT.1 BY OTHERS p SEE NOTE 4 ON SHEET 1 45 o°�U':yicg with t6o Flat�,'2 complying with the ptvriAl 11rz"MIN.EDGE DIST. ( ) VERTICAL SECTION VERTICAL SECTION raalAg cnaY naa ng cnae I s,:t;�<.:,s��tv,«'o4/B. ¢ xpwncoMol -012211 I jI CONCRETE SUBSTRATE A WOOD FRAME SUBSTRATE Ex•ir°t�m:iieh± ?0 ,cimtiooDatt q i py or , .�tEa,;,Eo3.+t'ivrhi:!Ge:.�:e.9:t �Eimt aa_Prokw i 1 1/2"MIN.EMBEDMENT-CONCRETE 1/4"MAX.SHIM 114"MAX,SHIM 1 1/2"MIN.EMBEDMENT m 1"MIN.EMBEDMENT-MASONRY 7 2 2s 13 23 t 27 ti 3 2 7 9 0 1 112"MIN.EDGE DISTANCE-CONC. c > INTERIOR '^ v 2"MIN.EDGE DISTANCE-MASONRY . 2X WOOD BY OTHERS m (SEE NOTE 4 ON SHEET 1) O � ¢N a au9 7/8'MIN.EDGE DISTANCE CONCRETEI MASONRY BY OTHERS EXTERIOR (SEE NCTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 WOOD PROTECTION(SEE NOTE B 6 2 1 (ON THIS SHEET) is 15 is a 23 O a o a 11A,SHT.1)BY OTHERS EXTERIOR FINISH BY OTHERS z a o ® ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT BY OTHERS 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH z o &(SEE NOTE 5 ON SHEET 1) BEXTERIOR HERS FINISH ¢ F y z HORIZONTAL SECTION HORIZONTAL SECTION �+ 0<0 F CONCRETE MASONRY SUBSTRATE WOODFRMiRSUBSIRATE J=Q�U y ca Zn 1/2"GLASS BITE® ,O w= Wtrn� 5 7 INTERIOR 7/8'0.A.INSULATED GLASS CONSISTING OR ¢Do O E �,` EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, FU-0 Of S 0.090'TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,118"ANNEALED GLASS, s m o= P a N 0.39'AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8'TEMPERED GLASS N �c� z ur �4 318"MIN.EDGE DIST. o 1 1/2'MIN.EMBEDMENT-CONCRETE 8 1 1/2"MIN.EMBED. 2"MIN.EMBEDMENT-MASONRY. 8 ®318"MIN.EDGE DIST. 1/4"MAX.SHIM _ EXTERIOR y v ® 1 112"MIN.EDGE DIST-C NC. 114"MAX SHIM 2"MIN.EDGE DIST-MAS NRY. 1 2 7 2 7 2 1 1 T 27 718"MIN.EDGE DIST. _ S A t8 GLAZING DETAIL 1 Robert J.Amoroso,P.E. Flodda RE.No.4B752 INTERIOR SPAE 1 1/2"MIN. °°°tpe�••'pEN' �'b0,�i EMBEDMENT 1 1/2"MIN. EMBEDMENT O. F•'.G� No 49752 CONCRETE/MASONRY BY OTHERSS" 2X WOOD BY OTHERS j (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) 11 ' :Ir t WOOD PROTECTION(SEE NOTE %O STATE OF :�<u ®11A,SHT.1)BY OTHERS o•• 1 8 2 19 �9 (1 8 1 18 SHEATHING BY OTHERS a 4 R O. '♦ � ERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS 'J'�so/0NA1 EXTERIOR FINISH BY OTHERS 'a�esoa ERS WINDOW WIDTH all%%�° 1X PT WOOD BUCK BY OTH ®(SEE NOTE 5 ON SHEET 1) PRODUCT REVISED j F;Jk3U�'�i;EgA� os romptying with tho Florida J EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION � � °����xa Baild ag Cade woos FBAs buDSM&TR an , f8 O`�/f3.bat- A�pt�c�t 1B-Ot'M-!1 J HORIZONTAL SECTION "'�"'^I-�'�-rc�-•~ Eipiratiem Gate E NNCREIE!MASONRY SfBISIRATE 8 d.:ar•;e'.v+r i xr•cf+i!:4 S:us++y f 1 a 2 BILL OF MATERIALS o ITEM# DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS "EFS:ENERGI g 2 SASH PANEL FRAME WHITE RIGID PVC "EFS FENESTRATION o 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, " WHITE RIGID PVC "EFS INC.,PER CURRENT 4 PANEL STOP 1 FRAME COVER F m LL 5 SLOPED SILL COVER WHITE RIGID PVC "EFS MO NOA w o n 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS a o 0 CL w 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES 9 POCKET COVER#1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 WEEPCOVER NYLON CUSTOM CRAFT 13 0210°10.187'X 0.300'CENTER FIN WEATHERSTRIP - ULTRAFAB 3 m 14 3/4'X 1 10 PARTING STOP(SEE NOTE 1IA,SHT.1)G=0.55 MIN. PT PINE WOOD 0o 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. Z o 16 #8 X 1/2'TEK SCREW STEEL - 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 9 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL 5 w 19 7/8'OA INSULATED GLASS CONSISTING OF:1/8'ANNEALED GLASS,0.090' GLASS TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/S-ANNEALED GLASS - 00 SASH LOCK LOCKING TILT SHOE =m^¢D• 0.39"AIR SPACE,118-TEMPERED GLASS © STEEL ® 7 rL rL O NYLON x m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA ¢Z 0 $ 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE w O o 22 SPRING BALANCE BSI HARDWARE 1.240" +I z~m Ljx 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 2836" 0 0° w=x m 9 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES U•68T ® 1' ? O P!q ~ u p Q 25 PIVOT BAR METAL VISION INDUSTRIES oIf ❑ $N 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062° 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417° 28 1/4'"ITW ADVANCED THREADFORM TAPCON STEEL ITW mm3-s 29 1 ENDUR 9.8 SS SPACER STAINLESS STL CARDINAL 0.735° ' 'J 30 I OC 2 -125-028-02 NEOPRENE FRANK LOWE w d it w P LL O WH�RIGIDFRA PEVC 2O SASH PAN REGI EL FRAME O WHITE RIGID ®�COOOP/ ME © FACE NIOSUNTEDKEEPER TEEL TYP,WALL TICKNESS 0.070° TYP.WALL THICKNESS 0.070° TYP.WALL THICKNES 0.065' WHITE RIGID PVC TYP.WALL TICKNESS 0.070' Ruberl J.Am-,P.E. ' 4.170° I Rod&P.E.N..49762 ..li- TYP.WALL I.� TT 1 (-0.288" THICKNESS 0.070" -�1'7W^I - �I-0.150" 2.730' -! 1.656' 1-� - ,15" °`,,ttua,eerbr� 1.400° " Ji-"'.'." 1.32fi" 0. L7 °°°°G,IQ�• CE1lS 'O,QG� i 3.250•►� 0' 1.350' 1� 0.487° -0.070"0" O SLWHIETDSILL E RIGID PVC GLAZING HITE RIGID D HANDLE Q GLAZING STOP(OPERABLE SASH) gO POCKET COVER SPRING BALANCE WHITE RIGID PVC WHITE RIGID PVC TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055' TYP.WALL TYP,WALL TICKNESS 0.055' © •�T'•,T� e _� 3.450°+I © 0.306" THICKNESS 0.070° ooF�p...O 2.155" 0.953" y ¢ 0.891, Ll--O1.857" 0.665°-0.100 1.129°� 0.329'- I{� 1220 DIA.MAX. ® REINFORCEMENT 1 INTERLOCK COVER 4 PARTING STOP 1.885^+0.000 O RODUCTREVISG9FIr STEEL WHITE RIGID PVC O 1.077 -0.100 S�ZXk4)Z�'mm 'oemx4W�e�ith the 0.438" WOOD 0,85' iy ebmply"w'wltb lu Fide&t uildioO Code TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" �--I�0.170' 4t nluau-s•N- L8-aR18.caq. � � I I 0,994° ' 1.500" Ap T - -0.725' 0.525" �1.722" �3/4' oi:'{ri',',�•.e_.",7ize+,w;;b . ; 1 ® TILT LATCH ® PIVOT EAR ^ STEEL-ZINC COATED METALTYP.WALL THICKNESS NA R r 0.697" o 0.176" 0.323" 0.559" Lu ^m 0.345° 0.205" 0. 0.173" a Q 8 0 0.377" 0.709- 0.166'-T .709° II 0.166^ 7—❑ 0.551" o• 0.748' A1.122" 0.37T 1.906° 2.260" 5.622° � I0.368° 0q0.544" 669" —►{ 2.372° 803" 1 3 a 1 m m 1.067" , ❑ A rn LL Z �i� O 1. ,0.709° o qa m E 0,157' ¢3 Up N U~ W m 6,.4 Z O - m VC7�pU W2.6o Lur~A M W y t+a WELDED MITERED w of o'o z B CORNER CONSTRUCTION o� B g 1 ®14 a Po p� • � ,a�t a I W 1 a R I Robert J.Am .,P.E. J Florida RE No.49752 N0 49752 �14 / \ STA7c`���•a I 18 ®SHIM oo',�S°�raie o��%t`�` DETAIL 1 1X PT WOOD BUCK ® BY OTHERS -AmumaglmmR PRODUCrrEVi5lD NOTE: "t4,pt jut wbh d,4rb&4m"+i m eemplying with the Amidn 4nkftng Ctxk B.11di.9 Codc PARTING STOP EXTERIOR PERIMETER Am¢mr95rx No 1 04• A. p=-140 1 -O tIA2.11 TO BE SEALED TO 1X PT WOOD BUCK USM O Ek¢ems Ex rvt oo Dote WITH SIKA 551 SILICONE ,P1 E. • ti�liS SY;.^Cmicl Cote pdi m' ede Proddc C