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HomeMy WebLinkAboutProduct Approval (2) RECEIVED SEP 17 2019 MIAMI•DADE ST. Lucie County, Permitting 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 OA www.miamidadLgov/economy Regency Plus,Inc. FILE gri 2000 Locust Gap Highway COP" 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 nAue CouNn Expiration Date: May 06,2020 Approval Date: October 11,2018 '®14.1i8 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 5" 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 W' ows 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 61h 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. I8-0122.11) 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. Manue e e P.E. Product Cont of Exa#liner 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 a SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW 4 INSTALLATIONANCSORAGEDETAMS aW 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 c m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE 0 aN LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR Z z 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 Y w 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 Fw c v UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS S >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 h 11//05108 AND ADDENDUM 11 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 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH m IL WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN a X Qa m w AND HURRICANE 3 ONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS MIAMI-DADE NOTICEOINDOWS OF AND DO RS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER INSTALLATIONRNCE WITH INSTRUCTIONSAANDUF ANCHORS SHALL CL IL a.0 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD & NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS =1'W=Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 7.2 GLAZING INTERLAYER KURARAY AME RICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 MCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE CW7 Z)cr- © TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER K 00 U j Zn, � THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. J F;O< g,e, COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, 8FOLLOWING PROPERTIES: F-Z CE 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. 8 USE 114 INCH TTW ADVANCED THREADFORM TAPCONS OF C7 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 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 (n TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION"X7 STANDS FOR THE FOLLOWING: 5.1.1. 1112 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION r R u STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X OPERABLE PANEL 5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE FBC/FRC AS RELATED TO WOOD PROTECTION. w OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF O 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. E 4.MRa ,(� WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 5.2.2. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, ` 5.1X AND 2X BUCKS(WHEN USED)SHAL`C�E DESIGNED AND SHOWN HEREIN.WINO LOAD DURATION FACTOR(Cd=1.6) 1 MEDIUM WEIGHT WITH DENSITY>l17 PCF.. Robert J.A'uxuso.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 15 THE 8 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 011111181"',, RECORD AND TO BE RENEWED BY AHJ. qq DESIGN STANDARD ARE USED. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE WALL FINISHES,INCLUDING BUT NOT LIMITED TOLUDE ``��.�•`.EFS. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. �Qi;•V S'F•.9G 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 DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE - ` OF THE FOLLOWING OPTIONS: STATE OF W A �V itOo lLICT RBNECY® 'n•• P, is 1®rspl59^g uIlb The Fls" a�S ......1 Q••Cj`�'`� TABLE OF CONTENTS •3'1.3:.3 Cale SHEET REV. SHEET DESCRIPTION 4-or-.:-Ne 1e�S•oviS.�0 Ex S.oii.r`✓= 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART 2 D ELEVATION 8 ANCHOR LAYOUT B` PRODUCTRBVISFD 3 D ELEVATION&ANCHOR LAYOUT as complying n�iN 16e FI'rrcfn 4 D VERTICAL SECTIONS Building C'de 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Accap'swx l�1'1&DI42•!a 6 D HORIZONTAL SECTIONS&GLAZING DETAIL LARGE MISSILE E" Clam 7 155.0 IMPACT 7 D BILL OF MATERIALS AND COMPONENTS B9 Mi= a Pr'dua 8 D COMPONENTS 8 CORNER DETAIL Q MAX.O.A.WIDTH ®W/PARTING m STOP 55' MAX.O.A.FRAME 4 WIDTH 53" LL TOP SASH 3 r N WIDTH 49.46" d a w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL p 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. K 6.00"FROM JAMB 5 @ HEAD&SILL CORNERS TYP. o N N LL 4.00"TYP.FROM Z o ——— ———— ORNERS OF WINDOW 4.25"TYP. = N ---¶ FROM PARTING s STOP CORNERS P TOP J I I J TOP SASH 3-80 SASH 6 I I 6 D.L.O. N A a g MAX.® MAX. HEIGHT g X 6 HEIGHT I I 13.75"Q EIGHT W/ UNIT 36.625 I I 32.913" 10.00"O.C. O.C.MAX.TYP. 0.a.a z PARTING FRAME I I NP' X 3"O.C.TYP.FOR Z F6 w=¢ o N" A 2"O C WOOD SCREWS. l 2 uj"a STOP HEIGHT I I TMP I tl I 4"O.C.TYP.FOR z o 0 S o n C P CONCRETE SCREWS. a BOTTOM I 4 I I BOTTOM SASH m g e o I I I ��9—Z SASH D.L.O. N Fw sg`=' HEIGHT I X I HEIGHT 36.625 I I 33.113" ®REINFORCEMENT(TYP.} ; m #12 INSTALLATION X SCREW(TYP.) 98 X 1-518"SCREWS THS w a m'q LL a I PARTING STOPS(TYP.) `t) o 6 H 5 5 — —— — Raherl J.A-.,P.E. Florlda RE No.48752 3.00"FROM CORNERS 15.67'O.C.TYP. �p%`��jpVL4E5 Q��•.�� @ HEAD&SILL TYP. @ HEAD&SILL •Q�FQ���G ENSU BOTTOM SASH Q: NO 4975 •:�O DLO DTH 46.81 " �:• STATE OF :�[1i BOTTOM ASH ' ...... WIDTH 50.126" �oaeme9e I RODUCT REVISED ELEVATION ANCHOR LAYOUT A »T REN comPlY*g Neth the Elor da as esst„PAr,7 vrll8 tke FbrBk uild'mg Code i EXTERIORVIEW EXTERIOR VIEW !ta CPeg Cn.Pe cCepunce lVo� I A. vptnfce r'o 09/8.04 Ira' Date W/PARTING STOPS W/PARTING STOPS B ;Fa/t�lWatalc 020 f1y�J iam' de Product of �iati C�xP^ ro:ivAC i 1 MAX.O.A.FRAME WIDTH 53" a TOP SASH q WIDTH 49.46" 1 m TOP SASH 3 W D.L.O.WIDTH a o� 45.75" 3.00"FROM CORNERS D E @ HEAD&SILL TYP. 4 4 6.00"FROM JAMB CORNERS TYP. _ 3"O.C.TYP.FOR z S o WOOD SCREWS. a TOP 6 I i 6 TOP SASH ( 4"O.C.TYP.FOR z F 77^ SASH F �I I D.L.O. 13.75- CONCRETE SCREWS. MAX, HEIGHT 6 X II g HEIGHT O.C.MAX. I� X =mag FRAME 36.625 32.913" h N c9'�n I TYP. _ o OL UNIT �( a a Z HEIGHT "� — ( 8 w=z BOTTOM I� 4 I BOTTOM SASH A 2"O.C. I z o¢m 0 3 e I SASH D.L.O. TYP. o~o HEIGHT X HEIGHT I X N F 33.113" o 36.625 I \ &REINFORCEMENT(TYP.) N v J m - `t � I y im�LL A B15.67"O.C.TYP. 8 4 4 @ HEAD&SILL Robert J.Amo"sa,P.E DETAIL 1 Rodde P.E.No.49752 (SEE SHEET 7) )pMES A `k4 ••GEN•.�10 ANCHOR LAYOUT p ; BOTTOM SASH EXTERIOR VIER, Z No as7s :fo D46.8125WIDTH W/O PARTING STOPS _ } Lb � STA TEOF T •��Op10p BOTTOM SASH '�ii5'3� •Ee�G.`� WIDTH 50.125" '/�II1NAco lk"% ELEVATION 'RORUCY RmiE1AW 7RODUCTREVISED re cmo:plyiag a to t'^e Florid\ wmplyi%withtbe Florida j EXTERIOR VIEW M1ccei•t:cceNol6'Ogl .OQ-01 aildnacode W/O PARTING STOPS �/�0� 11 £ ic.11lo°I:afe 2lioo Dale ,ei1:F'Uzde pmdaea CaM iomi ede i'ro2.ac:Cmttr CONCREM. . 718°MIN.EDGE DISTANCE m (SEE NOTE 1 1/2"MIN.EDGE DISTANCE S WOOD PROTECTION(SEE NOTSHEATHING BY OTHERS o A11A,SHT.1)BY OTHERp- ^ x 1112•MIN. 2X WOOD BY OTHERS to 0EXTERIOR FINISHEMBEDMENT 1!4'MAX.SHIM (SEE NOTE 4 ON SHEET 1) w BY OTHERS a EXTERIOR FINISH a o d PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS D 4 w ABY OTHERS BY OTHERS 1 9 (SEE NOTE 5 114`MAX.SHIM 1 112°MIN. ON SHEET 1 ' 13 ) EMBEDMENT 3 EXTERIOR $ INTERIOR PERIMETER SEALANT 4 � ss B ®BY OTHERS 9 o a N a Z L 0 2 1 1 13 •"off e s ( D VERTICAL SECTION 3 6 z L EXTERIOR INTERIOR 19 CONCRETE SUBSTRATE 24 6 1 3�Um 7 30 ® 16 19m f=J a Z J_ .0 12 y<aZw 1 s 5 INTERIOR V CD n to o `� EXTERIOR 3 $ HEIGHT �VERTICAL SECTION J m 8 WOOD FRAME SUBSTRATE WINDOW o ? $ HEIGHT 2 0 13� B al 11 7 N F 19 2 1� g C VERTICAL SECTION s W a a w is CONCRETE SUBSTRATE EXTERIOR 30A 6 INTERIORLu 2 30 A 6 19 amN� E g� II 0 S EXTERIOR 25 INTERIOR $ Robert J.Amoroso,P.E. 20 2X WOOD BY OTHERS Florida P.E No.49762 10 (SEE NOTE 4 ON SHEET 1) PERIMETER SEALANT 5 aapa++++++a+ 12 ®1X PT WOOD BUCK BY OTHERS ABY OTHERS 1 NA ANMES 4, 5 (SEENOTESONSHEETI) Q/F=�\C EAS •�9���� APERIMET BY OTHERS 1 1 1/2°MIN. 1 1Y2"MIN. �' No 48752 $o 1/4"MAX.SHIMJ -1 EMBEDMENT EMBEDMENT _ "STATel 11 EXTERIOR FINISH ' ® CI FIENEt�BY OTHERS • 4aeamplyingwChOwFln1f •'� EXTERIOR FINISH 4MNI:AY•COIG �•.� �� ° e e BY OTHERS .m ptaxxc No I •0418.04 �CcSi•<O q 1 p \�.� CONCRETE A E .ira1;:WDatz D2DONAL��O`a, . S WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE gF. 4ep++++a+aaaaa Al IA,PROTECTION BY OTHERS 4 ON SHEET 1) 718"MIN.EDGE R :.docs' E 1 112•MIN. complying with Florida � ODUCrREVISFD N VERTICAL SECTI N EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE Wading Code coapiancewl D1 -I A VERTICAL SECTION y CONCRETE SUBSTRATE 9iami ado Product C Al 1/2"MIN.EDGE DIST. A 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS rc (SEE NOTE 5 ON SHEET 1) 7/8"MIN.EDGE DIST. CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY OTHERS® 1 1/2"MIN.EMBEDMENT 4 2X WOOD BY OTHERS 4 SHEATHING BY OTHERS x "• a � (SEE NOTE 4 ON SHEET 1) 1 112"MIN.EMBED. r ° EXTERIOR FINISH e 1X WOOD BUCK BY OTHERS w o w BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) 3 a W BY OTHERS a a ti PERIMETER SEALANT j w ® BY OTHERS 4 PERIMETER SEALANT 4 9 1f4"MAX SHIMJ BY OTHERS 9��\ 1 1/2"MIN. 1 3/8"MIN.® EMBEDMENT 8 EDGE DIST. EXTERIOR 3 6 INTERIOR }' m ❑ � LL 4 1/4"MAX.SHIM 3/8'MIN. z g o 2 1 1 19 EDGE DIST.e z 3 J VERTICAL SECTION EXTERIOR 3 8 INTERIOR ¢ F CONCRETE SUBSTRATE 6 JIL ILn<—~ WINDOW I 19 cri 0- �`n o 9 V HEIGHT 2 Z F W=J WINDOW W m M W HEIGHT K VERTICAL SECTION z o E WOOD FRAME SUBSTRATE 0 F 3 OW 4=1 A . o ❑> P� E$m 2 N J reg�SZ 16 � yds W .�� 19 EXTERIOR p 3U® 6 INTERIOR d o m" 30® 1 8 W W $mLL 6 i 1 $ EXTERIOR p 8 INTERIOR G rj Nob.n J.A.--,P.E. Fbntla P.E.No.49752 1 1 PERIM ER SEALANT PERIMETER SEALANT ) ED MIDIS® �BY OTHERS 1 EDGE DIST. �be��%�%'I,MES q�IiO ®BY OTHERS 1 0 •v� SF•°9G 8 No 4975 114"MAX.SHIMTi 12"MIN. 1 1/2"MIN.EMBED. EMBEDMENT 1X WOOD BUCK BY OTHERS "p n (SEE NOTE 5 ON SHEET 1) Off• TATE OF ;SBI a n 'dI..'..........O R I EXTERIOR FINISH Y OTHERS �O BY OTHERS CONCRETE ® EXTERIOR FINISH Bi ' 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) 1 112°MIN.EMBED j 1 112"MIN.EMBED. 2X WOOD BY OTHERS 7/8"MIN.EDGE DIST. tcaaucr RENEWN3 "REVISELISELWOOD PROTECTION(SEE NOTE ® aescaa:p7�7rgwUhtheFloflk the Flvrl L®11A,SHT.1)BY OTHERS 1 1/2"MIN.EDGE DIST. (SEE NOTE 4 ON SHEET 1) VERTICAL SECTION 9r:c [A3-g 'pT?`�31VERTICAL SECTION wooD FRna�syssTRATa ex,, II<,,,Y31: pCONCRETE SUBSTRATE un Q K 1 1/2"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 c o $ INTERIOR ^ _ 1112" MIN.EDGE DISTANCE-CONC. v 2X WOOD BY OTHERS m 2'MIN.EDGE DISTANCE-MASONRY .' (SEE NOTE 4 ON SHEET 1) w o n a oo aW 7/8"MIN.EDGE DISTANCE � CONCRETE/MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) �� SHEATHING BY OTHERS GLAZING DETAIL 1 m WOOD PROTECTION(SEE NOTE 8 6 2 1 (ON THIS SHEET) is 15 18 8 23 0 EXTERIOR FINISH BY OTHERS z o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT 3 BY OTHERS I X PT WOOD BUCK BY OTHERS WINDOW WIDTH o ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH a > BY OTHERS z ��HORIZONTAL SECTION HORIZONTAL SECTION ° .. 1� CONCREM/MASONRY SUBSTRATEWOOD PRAMESUBSTRAIB 61a C'JW Z cot 1/2"GLASS BITE® v 0 w s a a 9 5 7 7/8"O.A.INSULATED GLASS CONSISTING OF: �U¢m o N Q 1 _ `NTERIOR EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, W o =o �r8. 0.090"TROSIFOL PI INTERLAYER BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS, o o ow e ® 0.39°AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS $ J= J z 1 112"MIN.EMBED. 3/8'MIN.EDGE DIST, o 1 112"MIN.EMBEDMENT-CONCRETE B 2"MIN.EMBEDMENT-MASONRY. 8 EXTERIOR &318"MIN.EDGE DIST. N w 114"MAX.SHIM - 114"MAX.SHIM w =a w ® 1 1/2"MIN.EDGE DIST-C NC. 2"MIN.EDGE DIST-MAS RY. 1 2 7 2 7 2 1 1 m E a LL /@A 7/8"MIN.EDGE DIST. 'e GLAZING DETAIL 1 Robert J.A-8o,P.E.R Wa F,E.No.49752 INTERIOR q . puu41al SES 4 11/2°MIN. r ��e���t�CEIVg �9�i EMBEDMENT EMBEDMENT WO 49752 GAO I CONCRETE!MASONRY BY OTHERS 2X WOOD BY OTHERS ',,) �qI`� K (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) W` 11 f :R WOOD PROTECTION(SEE NOTE O: STR T c' OF ®11A,SHT.1)BY OTHERS 1 8 1 2 5 1 19 1 1 8 1 1 s SHEATHING BY OTHERSe 61 O R I Q 4'\`l: PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS •�. 1X PT WOOD BUCK THERS WINDOW WIDTH /O:3ALECaG��� EXTERIOR FINISH BY OTHERS 19e1►ol 11%1 BY O ®(SEE NOTE 5 ON SHEET 1) VzGm ,�,� PRODUCTREVISED 'r'ykzg wL6 Sfio b m cam I LT t3T� EXTERIOR FINISH BY OTHERS K HORIZONTAL SECTION kxt1 ea, > aaila'ms Cod. ng""�"'°Florida WOOD FRAiNESt18SRA78 imr.�vsia�t•7o�8'O9/$,Q¢ A°ccpfmco No/8-OIZ21� S:,;J:�.ita�P.f: Pctx tion Dace J HORIZONTAL R SUES RATE a� ig.�. MiBtn r3e Produc! I BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER 1 MAIN FRAME WHITE RIGID PVC "EFS A EFS:ENERGI $ 2 SASH PANEL FRAME WHITE RIGID PVC "EFS FENESTRATION q 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, INC.,PER CURRENT m 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS MD NOA. v O=, 5 SLOPED SILL COVER WHITE RIGID PVC "EFS w �- Wo $ 8 GLAZING STOP WITH HANDLE WHITE RIGID PVC -EFS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS a a 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 WEEP COVER NYLON CUSTOM CRAFT 13 0210"/0.187'x 0.300'CENTER FIN WEATHERSTRIP - ULTRAFAB m 14 314"X 1 12'PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD - 00 a N a 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. 16 #8 X 112'TEK SCREW STEEL 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE r R o 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL - }¢ F w o 19 7/8'OA INSULATED GLASS CONSISTING OF:178"ANNEALED GLASS,0.090" GLASS - 3:N 00 TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/8'ANNEALED GLASSSASK MP;H_ 0.39"AIR SPACE,118'TEMPERED GLASS © STEEL ® LOCKINGTII.T SHOE y 9-2z - m m NYLON J= 0 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE v 13 w= 22 SPRING BALANCE -- BSI HARDWARE 2838" �� 1240'-►{ � w 5 w w 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS I pu 0.530" W( m w J H E 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 0•�� ® 1" aO 0m �e 25 PIVOT BAR METAL VISION INDUSTRIES c F LL LLg 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062° C-4 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - I 1'417" j m . 28 1/4"ITW ADVANCED THRFADFORM TAPCONSTEEL ITW N m, y m 29 ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735" y W , U 30 L G 2 w NEOPRENE FRANK LOWE g r m o�w� am�LL OAI RIGID 2O SASH PAN W FFD WSASH COVER HITE RIGID PVC ME O ®NEL STOP/FRAME © FACE MOUNTED ICEEPER W N a TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070° TYP.WALL THICKNES 0.065' WHITE RIGID PVC TYP.WALL TICKNESS 0.070' Robert J.Anwuso,RE ` ForeC4.170' TYP.WALL 1.750"� pP.E.eNpo./4�97�5t�2 0,2gg^ THICKNESS 0.070" Y{f0.15cr 0'315" 1.326" 0. JAMES 42.r 1.656' 000 i .I._ 1.400" I -�Y�-A 0.565' (•+3.250"� 1.530' 1.350" I I 0.467"0.070" Qom; No 49752 O SLOPED SILL COVER GLAZING STOP/LIFT HANDLE O GLAZING STOP(OPERABLE SASH) O POCKET COVER = E \ `�'g' WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® SPRING BALANCE 0:- STATE OF TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055' TYP,WALL TICKNESS 0.055' TYP.WALL 'n��( ^•'�� 3.450"�-I © 0.308' THICKNESS 0.070' ,�'a?S'/OjtggLG� ��,`` -� 0.891" 0.665"+0.000 �reeeein�et�eo� 2.155° �I 1.857° -0.100 1.121'-+--�{ 0.329'_j 1.220 DIA.MAX. REINFORCEMENT INTERLOCK COVER +0.000 ROIHICT REVISED 1 ® STEEL 1 1 4 PARTING STOP 1.865' O tlEO6tJCI'&61iS1'IRE� m nplyiig with We Flmhln WHITE RIGID PVC © 1.077 -0.100 WOOD 0.85" Cod edn.lglnxaitd� uldmg e .0 /J x0.438° TYP.WALL THICKNESS 0.062" TYP. Yathe rad& 72_Z ,WALL THICKNESS 0.075" Sq I yr C�.le acoapmeuh4+ �I�0.170' L K"i.",+tta No-1$•Og18.C�- E' `-1` Duc 0.914" _t,6^att�e tTe �I 1.500" ® u rg 1 0.725' F I 0.525--J ..au _..Das S' {q } 1.722° T I t s a ® TILT LATCH ® PIVOT BAR ^ STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 U 0.697° 0.176' 0.323" 0.559" W w s a 0.345" 0.205" 0.35 �0.173" a. o o T- 0.377" 0.709" 0.166"J 0.551" o• 0.748" ®• 0.377 1.906" 2.260" 0.368" 5.622" 0.669' El2.372' I+ 1.122" J--0 a o 0 0.803" 1.067" O 1 z ?i ce o 1.012° Tt.0.709" a ad m 3 0.544• 0.157"� z¢3 0 a �w wo J= �z m a q i Z O gzs Z9 P S W i- m WELDED MITERED w U o z r o g CORNER CONSTRUCTION 0 2 00 ®14 r0 $_�s 00 1 `3 N i�dU f W 1 W U�wT y �m a Robert J.A-,.P.E. / F, P.E.No.49752 0. O •y S•, G' 1 8 � ®16 �'• ho 01 49752•••o ®14 \ ��q tr O STAT'c F :esu 10*1 Aei o 18 ® ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS "+:DWCT RENEW1T+ PRODUCT REVISED NOTE: as t6wplytnp wbb tk FAQVW as.bmplyja9 with the sloroa xlalag cafe 6uild.8 Coac PARTING STOP EXTERIOR PERIMETER AscePianttNo - 1 .04• pccepumcepdo TO BE SEALED TO 1X PT WOOD BUCK X11 0 Dat E ^o•Daae WITH SIKA 551 SILICONE By Dy titjy Dads wata8 mt m 0.Ptaak