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HomeMy WebLinkAboutProduct Approval (3) i M IAM I-D1ADE 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(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 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 MIAMI•DADE COUNTY Expiration Date: May 06,2020 Approval Date: October 11,2018 plol4l,D Page 1 i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS j I. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-012Z 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.i .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 Extrusions for WLivAows and Doors, approved on 08/10/17, expiring on 02/28/18. 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 0 Edition (2017), dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. i (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. 09-012Z 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. i Manue e e4 P.E. Product Cont of Exaininer 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.i 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 'a -- — REGENCY PLUS - --- o - -- - SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW q U INSTALLATION"CHORAGEDETAILS w m U LL On § 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 o, m ®BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE 0 a g LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR Z 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 -J m e 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL PRODUCT INSTALLATION. S.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION Z o UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS < H Z 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 zz 111105/08 AND ADDENDUM II DATED 03/10/09 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. �1 w Q p ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION SHIM SIZE IS 1/41NCH.SHIM WHERE SPACE OF 11161NCH 0)0�U mmHURRICANNE ZO ERE TESTED IN ACCORDANCE TESTING PROTOCOLS TAS-201 HIGH 1,CITY,TAS-202 SOLUTIONS USA,INC.,WHITE RIGID PVC EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH ENSITYIOR OR GREATER CPLASTIC ORSB SETTERLLL CONSTRUCTED 10ACCORDANn E WITH ANCHOR MANUFACTURER'SON ANCHORS SHALL BE INSTALLED CyLQa �AND TAS-203, eMIAMI-DADE NOTICE OF ACCEPTANE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL U O-� e 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS w 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE Q 7.2 GLAZING INTERLAYER KURARAYAMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE (9 O¢m 4 ® TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. uj C 0 U O< o qSIR THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. H 0, E COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS g 12$ VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. &S 8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a w ,o= MASONRY,OR DIRECTLY INTO CONCRETE 1 MASONRY, 8 FOLLOWING PROPERTIES: I-'Z �`� 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. 8 USE 1/4 INCH TTW ADVANCED THREADFORM TAPCONS OF o t o $ MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD-PRESSURE TREATED(PT)SOUTHERN a m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 W o TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION'X'STANDS FOR THE FOLLOWING: 5.1.1. 1 12 INCH MINIMUM EMBEDMENT ® LUMBER MUST COMPLY WITH CURRENT EDITION STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.12. 1-1121NCH MINIMUM EDGE DISTANCE FBCIFRC AS RELATED TO WOOD PROTECTION. W m OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. 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 psl AND COMPLIES WITH ACI 301. S ,q WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 5.22. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, 5.1X AND 2X BUCKS(WHEN USED)SHAA DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>l17 PCF., Robert J.A-.RE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE#8 WOOD Rodde P.E.No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ® WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 111111111!!! RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 7 MINIMUM Ady FINISHES,NCLUD NG BUT NOT LIMITED TOLUDE ```��1��JAMES�N�o,� q �F..•��GENS'•..9 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12JN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. q; F ••G GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Q'. No 4975 •:NO FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS *' 1 DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE `I STATE VVOF OFTHE FOLLOWING OPTIONS: O t lq uoaUCT RRNEW'M ;�;•. (O R j 0 @;:�C�`. TABLE OF CONTENTS r9 esscplfirf with iht Flotlft S •....... C'! SHEET REV. SHEET DESCRIPTION 4aI,L,r:3Cale 1�•�g1gOQ^ � 4ceestttrt No 20Zo !P!l11116111 E:f::nirv%Deft 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART 2 D ELEVATION&ANCHOR LAYOUT BY 3 D ELEVATION&ANCHOR LAYOUT PRODUCT REVISED 3r wmr4ying i0tb tbo Florida 4 D VERTICAL SECTIONS Atildhrg Code 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Accepbwon Na IS-0102.1 q 6 D HORIZONTAL SECTIONS&GLAZING DETAIL 355.0 LARGE MISSILE I, manta 7 D 1 BILL OF MATERIALS AND COMPONENTS IMPACT By Mum' a 1'roduc[ B 0 1 COMPONENTS&CORNER DETAIL Q MAX.O.A.WIDTH - ---- ®W/PARTING - - - - - - -- -- V STOP 55" r 4 MAX.O.A.FRAME WIDTH 53" o LL TOP SASH a H WIDTH 49.46" o °a°w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. K 6.00"FROM JAMB 3 g m 5 @ HEAD&SILL CORNERS TYP. p w I_4.00"TYP.FROM Z c o --- ---- 4.25"TYP. § ` ORNERSOFWINDOW _IL N FROM PARTING ' STOP CORNERS TOP g6l' I J TOP SASH 3_SASH I D.L.O. =`279` 77" 13.75"HEIGHT X HEIGHT J 0 �_�- EIGHT 1 UNIT 36.625 I I 32.913' 10.00"O.C. I I� O.C.MAX.TYP. >Q a rnX: x TYPPARTING FRAME I I X 3"O.C.TYP.FOR z w=¢ STOP HEIGHT 2"O.C, I k I WOOD SCREWS, u ¢�Z 4 I I TYP. Ii 4"O.C.TYP.FOR zoo�o C I CONCRETE SCREWS. a o°a M g' SASH BM I I 4 III BOTTOM SASH m $ 0E.,$Z D.L.O. I F w HEIGHT I X I HEIGHT 36.625 33.113' &REINFORCEMENT(TYP.) 4 co #12INSTALLATION X #8 X 1-5/8"SCREWS THRU w - ——— —_—— SCREW(IYP.) I PARTING STOPS(fYP.) `� G 6 H 5 5 Robed J.Ama .P.E. Florlde P.I-No.49752 FROM 3.@"HEA HEAD LL TYP. @HEAD&31LL .����Q�y.C�....... p:b F•.(� ® Q�'• No 4975 •:�O BOTTOM SASH , DLO WIDTH a t(b * 46.8125" O STATE ,p.,.off p P;•_� I BOTTOM SASH •.: WIDTH 50.126" I RODUCT REVISED ELEVATION ANCHOR LAYOUT A 'p �t u ding Cbdc"th;6e Flonda j EXTERIOR VIEW EXTERIOR VIEW YoMP7eg C'Aa IeRu No I I +"text's+ No l ORIB.04 la Da c q W/PARTING STOPS W/PARTING STOPS E tau:t 4;S 020 (jy 4iam' Product of i i I 6 � K MAX.O.A.FRAME -- WIDTH 53" TOP SASH q WIDTH 49.46" m TOP SASH w o R D.L.O.WIDTH ¢ o a aw 45.75" 3.00"FROM CORNERS ' D E @ HEAD&SILL TYP. 4 4 6.00"FROM JAMB CORNERS TYP. 8 -- _I - -- 3"O.C.TYP.FOR z a 6 U o WOOD SCREWS. 'a TOP B I G TOP SASH 4"O.C.TYP.FOR z 77^ SASH F II 6 D.L.O. 13 75" CONCRETE SCREWS. a to MAX, HEIGHT g X 6 HEIGHT O.C.MAX. I� X _ ¢g FRAME 36.625 32.913" TYP. �c�P� .,m UNIT I a.ap¢C9= m HEIGHT — -- - I�W=z 4 BOTTOM SASH 8 2"O.C. z o�D o 0. E BOTTOM 1 �.e1 i SASH D.L.O. T1'P o o a HEIGHT X I� HEIGHT X N �� 1'a 36.625 33.113" ow c _ &REINFORCEMENT(TYP.) rn e J _ w mw / w amp N 4 4 �-E 15.67"O.C.TYP.Q a @ HEAD&SILL Robert J.Amo"so,RE DETAIL 1 goaee P.E.No.49761 (SEE SHEET 7) %o,t INNIES'q��i�� ANCHOR LAYOUT ® `��i4•�;GEJUS�.O�Gy BOTTOM SASH �: No 4975 :ero DLO WIDTH EXTERIOR VIEW _ 46.8125" W/O PARTING STOPS = }p, L7 e¢ %O STATE OF :�<U BOTTOM SASH ��Fsi'•. R 1 G,,,� WIDTH 50.125" ���•Sf�NAp ,t ELEVATION oinICT RFNEWIM PRODUCT REVISED ea"jT!Yi"+g aa6 the Fblr1rh mmWY68 withthe Florida y'o a Nn eild is Code EXTERIOR VIEW acce 16-09f •04- adding eNe W/O PARTING STOPS E erat!oa Late QO20 tiw Date Hq y hl `Dade rt"aect Coef inmi Me Product Contr i i I a• CONCRETE BY OTHERS --- -- —-- - - -- -- -- ------ _7/8'MIN.EDGE DISTANCE— ( ) 1 1/2"MIN.EDGE DISTANCE - 3 — SEE NOTE 4 ON SHEET 1 o WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS o ®11A,SHT.1)BY OTHERS IN. ® 2X WOOD BY OTHERS EXTERIOR FINISH EMBEDMENT 1/4'MAX.SHIM (SEE NOTE 4 ON SHEET 1) w BY OTHERS ¢N W EXTERIOR FINISH ° ?w PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS ®BY OTHERS 4 BY OTHERS 9 (SEE NOTE 5 1 1 1/4'MAX.SHIM 1 1/2"MIN. ON SHEET 13 ) EMBEDMENT 3 EXTERIOR $ INTERIOR PERIMETER SEALANT 4 3 S ® no BY OTHERS O c m 1 9 Z ?gJa 0 2 1 1 13 3: s L VERTICAL SECTION s e z 19 CONCRETE SUBSTRATE EXTERIOR 6 INTERIOR 24 7 30 ® 1 16 19 m� aZ 2 CL CL 5 11 INTERIOR >,O J-- EXTERIOR 3 $ HEIGHTVERTICAL SECTION W WOOD FRAME SUBSTRATE m U¢m r= WINDOW $ wo�ow j HEIGHT 2 2 0 O J �• �Z 11 7 1 N 1 19 2 �� C1 VERTICAL SECTION ® i s W d w 15 CONCRETE SUBSTRATE EXTERIOR 30 $ INTERIOR w `6 2 2 30 6® 1 8 EXTERIOR 25 INTERIOR 1 $ Robot J.Mwrum,P.E. 2 2X WOOD BY OTHERS 0 Rodda P.E.No.49762 10 (SEE NOTE 4 ON SHEET 1) PERIMETER SEALANT 5 0ti1U1,1hib�i 12 1X PT WOOD BUCK BY OTHERS BY OTHERS 1 ``��+ �PMES ERIMETE EA 5 ®(SEE NOTE 5 ON SHEET 1) 0��-'��C Ely& --.. ®P BYOT ERS 1 1 1/2'MIN. 1/4"MAX SHIM 1 1/2"MIN. �'• No 49752 0 EMBEDMENT EMBEDMENT _ f EXTERIOR FINISH ® Cr RRNEN'® 1 a BY OTHERS ° to tomplymQ with the FksW STATE F d EXTERIOR FINISH vnpl:'n Cnde T•.c p,: ° n BY OTHERS tcc pmaar No! °09l8.04— ��S• GC;.` e .;�na.,�ror: S p1 CONCRETE ,`It s111111o,100' WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE at. 4 ON SHEET 1) 7/8°MIN.EDGE A Al1A,SHT.1)BY OTHERS IROD 1 1/2'MIN. complying REVISED �„� VERTICAL SECTI N ,�r�wimthe Fl�a EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE uildins code ���W]R�qT�FICAL SECTION y CONCRETE SUBSTRATE iiami ede PrMwi t 1 112"MIN.EDGE DIST. A 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS (SEE NOTE 5 ON SHEET 1) __ _ 7/8"MIN.EDGE DIST. CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE 3 ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY OTHRSA 1 117 MIN.EMBEDMENT — A 2X WOOD BY OTHERS 4 a. SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR FINISH a 1 1/2"MIN.EMBED. Q w o BY OTHERS 1X WOOD BUCK BY OTHERS ~o EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) a c PERIMETER SEALANT BY OTHERS a w A BY OTHERS 4 PERIMETER SEALANT 9 114°MAX SHIM A BY OTHERS 1 1/2"MIN. 1 3/8"MINA EMBEDMENT $ EDGE DIST. EXTERIOR 3 8 INTERIOR rd o ° S m LL O A m 4 1/4"MAX.SHIM Z g a O 0 2 1 1 19 EDGE DIST.& z 3 J VERTICAL SECTION EXTERIOR 3 INTERIOR y > CONCRETE SUBSTRATE 8 =, z on 1 1 aapQ,t9c~is WINDOW 2 19 cri w=J ' !� z r- " HEIGHT HEIGHT) VERTICAL SECTION w E y n WOOD FRAME SUBSTRATE O w N$B 2 $ ❑> g� N J l7�02 all 2 w zo® 19 EXTERIOR p 30® 8 INTERIOR w 5 1 E EXTERIOR O 8 INTERIOR 5 Ro6srt J.Amomso,P.E. 1 1 PERIME ER SEALANT Pwaea P.E.No.49752 _ 318 5 jh BY OTHERS 1 3/8"MIN.& ,e++++r+Ierrrrrr PERIMETER OTHERS ED E SEALANT OF- 1 IDIS® 18 EDGE DIST. �ee,4Q,•�CEty F�9G B 1 e No 4.975 two ® 1/4"MAX.SHIM 1 1�/2"MIN. - ���� �1-�I(b• _ 1 1/2"MIN.EMBED. lX WOOD BUCK BY OTHERS EMBEDMENT STV W p_El 1 °` •;� - . (SEE NOTE 5 ON SHEET 1) �,n•,•,p �U EXTERIORBY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS lrrrrc+ca+ A 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) 1 1/2°MIN.EMBED& 1 1/2"MIN.EMBED. 7/B"MIN.EDGE DIST. WMUCT� RODUCT REWSEL WOOD PROTECTION(SEE NOTE 2X WOOD BY OTHERS � Z. cao:p7yir:g wlih the PIaAY complying with the Flvf!Jr ®11A SHT.1)BY OTHERS 1 1/2"MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) VERTICAL SECTION e.latrc curie ujiding c e H VERTICAL SECTION Q I woonFRAMESUBSTRATE CONCRETE SUBSTRATE fiy N6omi ea:?rwa,Kf .!.'ism Ficuc D'.cciac7 Ca.� i I 1 I 6 0 1 112"MIN.EMBEDMENT_-CONCRETE 1/4"MAX.SHIM 1/4"MAX.SHIM _1.1/2"MIN.EMBEDMENT m 1"MIN.EMBEDMENT-MASONRY 1 1 2 7 9 7 2 25 13 23 1 27 0 o g' A = 1 1/2"MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS !,m 2°MIN.EDGE DISTANCE-MASONRY .' (SEE NOTE 4 ON SHEET 1) U n w D.w o 718"MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS),.. EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 < WOOD PROTECTION(SEE NOTE 8 6 2 15 (ON THIS SHEET) is t5 to a 23 0 o LL EXTERIOR FINISH BY OTHERS z o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT 3 BY OTHERS < a 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ® EXTERIOR FINISH(SEE NOTE 5 ON SHEET 1) EX BY OTHERS < U o �� z .ao HORIZONTAL SECTION G HORIZONTALcTION 9 s m m F CONCR6IE/MASONRY SUBSTRATEa¢a ZU 112"GLASS BITE® v c7 w=¢ 5 7 7/8"O.A.INSULATED GLASS CONSISTING OF: W ¢m o Q E FINTERIOR U]nl O EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, o� $m � 0.090"TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS, ® 0.39°AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS N � LL d 1 112"MIN.EMBED. 18 E 3 1 112"MIN.EMBEDMENT-CONCRETE 318°MIN.EDGE DIST.e o �smm 2"MIN.EMBEDMENT-MASONRY. 8 ®3/8"MIN.EDGE DIST. m o 114"MAX.SHIM EXTERIOR 1/4"MAX.SHIM W w ® 1 1/2"MIN.EDGE DIST-CONC. o LL rL 2"MIN.EDGE DIST-MAS RY. 1 1 2 7 2 7 2 1 1 w 27 0 7/8"MIN.EDGE DIST. 8 1B GLAZING DETAIL 1 Robert J.Ammtao,P.E.Florida P.E.No.49752 INTERIOR ApWYpq 11/2°MIN. A ' MIN. .O�ENg��Q�•i 1 112" 0 \ F .•G� EMBEDMENT ''• No 49752 :O EMBEDMENT CONCRETE/MASONRY BY OTHERS • 2X WOOD BY OTHERS = , l`� (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) :Jr O: STATE OF WOOD PROTECTION(SEE NOTE 1 8 2 5 1 19 1 8 1 !a •�C P ®11A,SHT.1)BY OTHERS SHEATHING BY OTHERS e t�•'•.O R Q. ERIMETER SEALANT BY OTHERS ®PERIMETER SEALANT BY OTHERS �ow�si 4o .AL �� ® EXTERIOR FINISH BY OTHERS rereills 1 X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) �.1.�,�,�� PRODUCE REV[SF� s3 eaBt! .complying with the Florida ��ORIZONTAL SECTION � �I,z �L �e o- B fldi g Cod. EXTERIOR FINISH BY OTHERS rr �p I0y 11 WOOD FRAME SU6S17lAT6 '1MiF:MIi+l^PtO�S•C>91$.pq. ECep��,""~•�� J HORIZONTAL SECTION '`"" r:F. CONCRETE!MASONRY SUBSTRATE By '���- Mia1n Prodoc! I q'fm OAXIC n,9n'P Ccl, I I t { Q K BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER m 3 1 MAIN FRAME WHITE RIGID PVC '•EFS "EFS:ENERGI $ 2 SASH PANEL FRAME WHITE RIGID PVC '•EFS FENESTRATION q 3 SASH COVER WHITE RIGID PVC •'EFS SOLUTIONS USA, m 4 PANEL STOP/FRAME COVER WHITE RIGID PVC ••EFS INC.,PER CURRENTMD NOA. F n 5 SLOPED SILL COVER WHITE RIGID PVC "EFS w w S 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC `•EFS ;..N 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC •'EFS a y W 2 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 WEEP COVER NYLON CUSTOM CRAFT 13 0.2101 0.187'x 0.300'CENTER FIN WEATHERSTRIP - ULTRAFAB o m 14 3/4"X 1 1/2"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD - ❑ a 8 u 15 SIKAFLEX 552 SILICONE SILICONE BIKA CORP. Z 1=a O 16 #8 X 1Y2'TEK SCREW STEEL 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE z 18 #8 WOOD SCREW(INSTALLATION ANCHOR) - STEEL - > >w 19 7/8"OA INSULATED GLASS CONSISTING OF:118'ANNEALED GLASS,0.09D" GLASS - Q 0 0 3N UO TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/8"ANNEALED GLASS 2 m Q a SASH LOCK LOCKING TILT SHOE y p 0.39"AIR SPACE,1/8'TEMPERED GLASS m m © STEEL ® NYLON O 2 O r m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA ,a Qa Z m 21 FACE MOUNTED KEEPER - STEEL TRUTH HARDWARE 22 SPRING BALANCE -- BSI HARDWARE 2 B36" 1.240'•-+� �►� w w w u1 a Iz 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS (�L 0.530' w U U m W J HE 24 HURRICANE TILT LATCH 1057E STEEL-ZINC CTD. VISION INDUSTRIES 0.687" ® ® 1" w0 p¢¢ g 25 PIVOT BAR METAL VISION INDUSTRIES ' c FLL 'e e 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062" #12 WOOD SCREW INSTALLATION ANCHOR - 1.417' �• 27 ( ) STEEL 2B 1/4D ITW ADVANCED THREADFORM TAPCON STEEL ITW M 29 ENUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735• rn J m U 30 G C 2 -2- NEOPRENE FRANK LOWE K i w$ w LmpLL O WHITWfAINE RIGIDANIF PVC 2O SASH PAE L FR PVC O SASH COVER WTE R G D PVC ®NEL STOP/ AME ® FACE MOUNTED KEEPER N STEEL a TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL TICKNESS 0.070' RobertJ.Amoroso,P.E f+-4.170" - � �0,2gg^ TYP. .WALL �11.750"I �•{I-�0.150 HotreJduP P.E.oNSeoo.qq4 9 7,5�O2 THICKNESS 0.070" D'315" L30" 1.656' 00. 0 1.326" 0• ` ] - • �%CEMS1.400" 0.070" 3.250" 7 ' 1.350" , No 49752 t�0 O SLOPED SII.L COVER GLAZING STOP/LIFT HANDLE O GLAZING STOP(OPERABLE SASH) O POCKET COVER � 1 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® SPRING BALANCE O;• STATE OF :!L TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055° TYP,WALL TICKNESS 0.055" TYP.WALL "•�( �0.3D6' ®� THICKNESS 0.070' eoFs•... R l.... � �" 0.-9Ir53-" I�� � 0.891° L]11,817" 0.665"-0.100 p� E�0.329' 1220 DIA.MAX._1L +0.000 RODIlCf REVISED ® REINFORCEMENT 1 INTERLOCK COVER 4 PAR TINGSTOP 1.885° $Yt1DFJCI' cemplyieg with the FtdtldP STEEL © WHITE RIGID PVC WOOD 0.85 1.D77 '0.100 4M'4.plyln8wll&the 9Iu1� ulldiogCoQeI -amxl) r0.438° TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" v;,1i08 C�„Ir A tneceNl 0.170' I 6te«p�nn�No 18'0918.O4. :�s�.��:Dal 0.914" 1.500" ® y ill zbtc o L sRr �0.725' I 0.525' ® T7LTLATCH ® PIVOT BAR -- ------ -------- -------- - o ` STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 0.697' `° € 0.176' -.{ 0.323' 0.559" a o N 0.345° 0.205"-"II 0.352" 0,173" Q a W aw 0.377" rO7O 9" 0.166"� 0.551" a• 0.748" U. 0.377 1.906° 2260" 5.622" ++ fII 0.368• 0.669' 'Y = �{ 2.372' 1-. 1.122" 3 0.803" 1.067- p 1.012" m o 0.157°� .saa° z¢a rw o: z�m a¢a¢a C7� t}.tOw=.6 o n w� WELDED MITERED O 03 °BEN o� CORNER CONSTRUCTION o m o 0 4-� , NFjIL oax 1 ®14 r-o &Egg _0 rn gym^ 0 Robert J.Qlli P.E. Plodda REN..No.48732 J 101 O.0 0��4Q. . .....• F'•.G� ®8 ® ® 16 ��• No 497552 :O ®14 va 18 ® ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS %0twcfu,NEvfw PRODUCT REVISED NOTE: ae t6owlyi-a with the FIcAft u c•rndY++oS with th•Florid% .nMlog Cafe Boildm@ Oode PARTING STOP EXTERIOR PERIMETER Atvpls.c N u 1 .aQ- TO BE SEALED TO 1X PT WOOD BUCK tfoa Date - 6 t oo Due WITH SIKA 551 SILICONE ® �Y By Ali" DCA' n Mt nde Rodfx