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HomeMy WebLinkAboutProduct Approval 4 `ILE COPY MIAMI. ® PRODUCT COUNTY CT 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 RECEIVE® www.miamidade.gov/economy Regency Plus,Inc. 2000 Locust Gap Highway SEP 17 2019 Mount Carmel,PA 17851 ST. Lucie County, Permitting SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"5305 Tilt"White PVC Double Hung Window APPROVAL DOCUMENT: Drawing No. RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09,with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 18-0122.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0918.04 MwMi�Ane couNnr Expiration Date: May 06,2020 Approval Date: October 11,2018 jS Page 1 Recency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.11) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422 2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under NOA No. 15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16.0712.03,issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusi ns for Wi ows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez,P.E. Product Co r Examiner NOA No. 18-0918.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th Edition (2017),dated January 8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under previous NOA No. 18-0122.11) 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422 2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 10/01/15 and expiring on 05/06/19. Me eanue P.E. Product Cont of Exa#liner NOA .18- 18.04 Expiration Date: M 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 U8- 8.04 E. Product Control NOA No. Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS m 0 SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW 4 INSTALLATIONANCSORAGEDETAILS i °9 W Fn .F O y a o- 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 mm BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE O a g LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR Z +-I O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. u1 '°a SPECIFIC THE 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM TH THE ADE COUNTY PRODUCTT CONTROL PRODUCT t F ANCHORS TO BE USED FOR NSTALLATION y FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION Z F o F UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS ¢ >O NCTL-11 D-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 gg ~Z 11//05108 AND ADDENDUM II COATED 03110/09 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. `S 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 to 0 t--tL— m m 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 a Q C�9 S m w Z AND TAS-203. HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 MSI MI-RADE NOTICEUSIONS FOR OFACCEPTANCE(NOA).OWS AND DOORS R CURRENT OF HIGH DENSITY PLASTIC OR BETTER. WS ALLATION IORDANCE NSTRUCTIONS AND ANCHOITH ANCHOR R SHALL Lrj —1 z< �n 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD 8 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W'n�=Z 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE Q 7.2 GLAZING INTERLAYER KURARAYAMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 NCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE f9�CC m 4 TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 716 ANCHOR MANUFACTURER. C L)U m Z © THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES, F O< R P COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®S.NOT USED. 5.FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE NGE _J ��9 MASONRY,OR DIRECTINTO CONCRETE/MASONRY, ®FOLLOWING PROPERTIES: HZ LY 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04al. ®USE 1/41NCH ITW ADVANCED THREADFORM TAPCONS OF o 10 5 0 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 n n m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 U) o TRANSFERRING APPLIED PRODUCT LOADS TO THE IO.DESIGNATION•X•STANDS FOR THE FOLLOWING: 5.1.1. 1 12 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION '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 rn m OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF AGENCY HAVING JURISDICTION(AHJ). 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psl AND COMPLIES WITH ACI 301. a ,(� 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` 6 DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>l17 PCF.. Robert J.A—.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 Rodd.P.E.No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 8 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF APPROPRIATE SAFETY FACTORS PER THE APPLICABLE112501p0faa RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE `��� SpNES A�aI�� q WALL FINISHES,INCLUDING BUT NOT LIMITED TO �' .0 E MS••,09,r 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. O F GJ, GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST.USE OF AN APPROVED IMPACT Q; fdo 4975 :O FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. //, INSTALLATION TO DEVIATE FROM THE REQUIREMENTS iz}I(!(�,7/ DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE 4 OF THE FOLLOWING OPTIONS: STATE OF ,/U O: i� $t0UUCT REN9ww 'n•• ( P TABLE OF CONTENTS n e®xplyirt,with iCe Flerlilt isCO's••O R 4n`:c5n?^od�c A o4- iaaa`S,0NA, SHEET REV. SHEET DESCRIPTION •c 8•0q,D� Es i::+tir Tre.Ie 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART 2 D ELEVATION 8 ANCHOR LAYOUT BY F�fw PRODUCT s"Ith AD 3 D ELEVATION 8 ANCHOR LAYOUT as coml4ying wiN A.Florida 4 D VERTICAL SECTIONB Building Cn' 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Accepesos 1,1Q�'���•1 Q 6 D HORIZONTAL SECTIONS 8 GLAZING DETAIL ;55,p LARGE MISSILE Bx Oato / 7 D BILL OF MATERIALS AND COMPONENTS IMPACT By a Product C 8 D COMPONENTS 8 CORNER DETAIL Q MAX.O.A.WIDTH ®W/PARTING m STOP 55" MAX.O.A.FRAME 4 WIDTH 53" a e o TOP SASH WIDTH 49.46" a a o u, TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. J K 6.00"FROM JAMB g @ HEAD&SILL CORNERS --- ---- TYP.4.00"TYPo L i N O [ORNERSOFWWIa 4.25"TYP. �I FROM PARTING } STOP CORNERS TOP J I I J TOP SASH 3 v o 79" 77" SASH 6 I 6 D.L.O. " T m t=9 d g m 11 13.75 MAX.® HEIGHT g X HEIGHT I I m -o gm E GHT W! UNIT 36.625 I I 6 32.913" 10.00"O.C. II O.C.MAX.TYP. }¢a(Dm PARTING FRAME I I TYP. X 3"O.C.TYP.FOR z w=¢ " �� I u WOOD SCREWS. w m w ea STOP HEIGHT 2"O.C. P'o I I I TYP. I u I 4"O.C.TYP.FOR rc o 0�o 0 4+ C u CONCRETE SCREWS. 'o o BOTTOM ii 4 �) BOTTOM SASH N �� eLL%z SASH I I I D.L.O. w =St�N s HEIGHT X HEIGHTI 1oma` 36.625 I I 33.113" ®REINFORCEMENT(TYP.) n m #12 INSTALLALLI TION X w ` ��m #8 X 1-518"SCREWS THRU w LL ——— ———— SCREW(TYP.) I I PARTING STOPS(TYP.) to m o H Robert J.Amauso,P.E. FloMe RE No.49752 i 3.00"FROM HEAD&SILL TYP. @HEAD&5 LP .``�FQ�,.p�EAlg �p BOTTOM SASH a C: No 4975 DLO WIDTH 46.8125" a STATE 10F BOTTOM SASH ���o`SS WIDTH 50.125" RODUCT REVISED t ELEVATION ANCHOR LAYOUT A ''Y6i '�CP'�" eo plyl"8%ish the Florida EXTERIOR VIER EXTERIOR VIEW tacsmP.Pfrgr.L8r4ePlo�a aild'mgob `.ta167"S Caxtc nreptartce Wo 1 W!PARTING STOPS ^earasne r 4c , � ORlB4Dmq W/PARTING STOPS 8"exuv: , O$0 Produt of Carla tT r 6 � K MAX.O.A.FRAME WIDTH 53" m TOP SASH q WIDTH 49.46" 0U LL TOP SASH ' w o 8 D.L.O.WIDTH z a aw 45.75" 3.00"FROM CORNERS D E @ HEAD&SILL TYP. 4 4 6.00"FROM JAMB CORNERS TYP. o " �`— 3"O.C.TYP.FOR z $8 a WOOD SCREWS. TOP G TOP SASH i 4"O.C.TYP.FOR z 77" SASH F I 6 D.L.O. 13.75- CONCRETE SCREWS. < r o HEIGHT 6 X HEIGHT MAX. 6 O.C.MAX. FRAME 36.625 32.913" TYR UNIT a a d c7= HEIGHT v w=z W~71�Wg6 4 I BOTTOM SASH m 2"O.C. jl )I W U 5"O J O E BOTTOM D.L.O. TYP. o o¢ qen HEIGHT �� eLL�n HEIGHT a 5 >Z 36.625 X i 33.113" X N w m �e &REINFORCEMENT(TYP.)--* w a w A B "15.67O.C.TYR Q F a 4 4 i @ HEAD&SILL Robert J.Amoroso,P.E. DETAIL 1 Flodda P.E.No.49752 (SEE SHEET 7) jpMESf 4X111 ANCHOR LAYOUT p �,F4r•••GE111'•�ID �� BOTTOM SASH EXTERIOR VIEW No 4975 :o DLO WIDTH 46.8125" W/O PARTING STOPS - }q (b e� STATE OBOTTOM F :milli SAS WIDTH H� e��''Ss�... 'RiDlbttCT t36:tirwm RODUCT REVISED ELEVATION srnlAT4yLz w1lb th.1QAI oom,LyioI the Florida 4niido;,C+-ie uildioa Code EXTERIOR VIEW a.cett::a:e*0/8'091 •o4' cep 1,10, 1/ W/O PARTING STOPS a .iru±'.+_6i:to 2020 u o Dat. ,i}{eu•Dx3e Mmduc4 Conf iomi rale Froduc:Confr i K Lt CONCRETE BY OTHERS 7/8"MIN.EDGE DISTANCE (SEE NOTE 4 ON SHEET 1) 1 1/2"MIN.EDGE DISTANCE 3 WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS g m ®11 A,SHT.1)BY OTHERS A' e,. 11/2"MIN. 2X WOOD BY OTHERS U�i EMBEDMENT 1/4"MAX.SHIM O O^ EXTERIOR FINISH (SEE NOTE 4 ON SHEET 1) w ��- BY OTHERS a w 4 0 EXTERIOR FINISH a a W PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS ABY OTHERS BY OTHERS 9 (SEE NOTE 5 1 13 ON SHEET 1) 114'MAX.SHIM 1 1/2"MIN. F .... F,>-<�] EMBEDMENT 3 EXTERIOR B INTERIOR PERIMETER SEALANT 4 o m 6 ®BY OTHERS 9 z 2z p 29 1 13 $ e B RTICAL SECTION 3 s z VEg o D EXTERIOR INTERIOR 19 CONCRETE SUBSTRATE 24 6 7 30 ® 1 16 19 m C=7 2 m_ mz m 4 2 91.LL COU 5 11 INTERIOR v O w m u) EXTERIOR3 8 WINbOW t;HEIGHT E VERTICAL SECTION r u WOOD FRAME SUBSTRATE w c1¢m t- a i WINDOW 8 6 z o ow EIGHT 2 " H 0 o 2 1 ~7 g B z° N 11 1�uz 19 2 €a D-YER TICAL SECTION 1 s W a d s 15 CONCRETE SUBSTRATE EXTERIOR 30® 8 INTERIOR it 19 Lu a SmLL I 2 30 ® 6 10 B a EXTERIOR 26 8 INTERIOR 1 ~ Robin J.Amorum,P.E. 20 2X WOOD BY OTHERS Florida P.E.No.49752 8 10 1 (SEE NOTE 4 ON SHEET 1) 12 PERIMETER _BYOTHERS 5 1X PT WOOD BUCK BY OTHERS ` ®(SEE NOTE 5 ON SHEET 1) �kkcR'�1G ErySD9,��i ®PERIMETE SEALANT Y OTHERS 1 1 1/2"MIN. 1/4"MAX SHIM 1 1/2"MIN. �'• No 49752 ••G�p EMBEDMENT EMBEDMENT EXTERIOR FINISH �' ® 't?V9fl1CTNENELi9D !r BY OTHERS •' ° tafgmO iap;vubtae'p1mrub STATE F •k/ EXTERIOR FINISH 9apllnv,Caie ° n BY OTHERS :cc:ptoraeNw/ •D918.04- 4�S•<ORIQ0c; � ! ti .irnic Ckat,^ �2D !i ' CONCRETE 4rissaN C� WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE ®11A,SHT.1)BY OTHERS 4 ON SHEET 1) 7/8"MIN.EDGE A :od rl^. t 1 1/2"MIN, sR—plying with heFlorida VERTICAL SECTI N EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE wild ng code A VERTICAL SECTION y Daten CONCRETE SUBSTRATE limn• ade product C Joei 1 1/2"MIN.EDGE DIST. A a t; 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS (SEE NOTE 5 ON SHEET 1)L 7/8"MIN.EDGE DIST. CONCRETE BY OTHERS(SEE-",, SEE WOOD PROTECTION(SEE NOTE o ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY OT ERS® 1 1/2"MIN.EMBEDMENT— SHEATHING MBEDMENT SHEATHING BY OTHERS 2X WOOD BY OTHERS 4 1 n (SEE NOTE 4 ON SHEET 1) g 1 1!2"MIN.EMBED, f- o EXTERIOR FINISH 1X WOOD BUCK BY OTHERS w BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) :. .. BY OTHERS LL o PERIMETER SEALANT >w ® BY OTHERS 4 PERIMETER SEALANT 4 9 114"MAX SHIM ® BY OTHERS 1 1/2"MIN. EMBEDMENT 1 EDGE DIST. 8 EXTERIOR ' 3 6 INTERIOR 3 mmp o m O nl h LL 1 1 4 1/4"MAX.SHIM 2 19 1 19 EDGE DIST.e ■ VERTICAL SECTION EXTERIOR3 INTERIOR y > CONCRETE SUBSTRATE B v 6 x�aCD w2 —2O>myy 1 naa(9Us 5 WINDOW 2 1 O--t=Cn o Zh W –HEIGHT wlNDow �u�VERTICAL SECTION m a m HEIGHT 5 n WOOD FRAME SUBSTRATE C OS F O w oogo> g "3 1 19 fn � IgJ�f{� 2 19 EXTERIOR 10 30® 6 INTERIOR � W 30® 1 8 N �•�" 6 @1 $� EXTERIOR 0 8 INTERIOR rj Robad J.Amotaso•PF. 1 PERIMETER SEALANT Flodda P.E.No.49752 1 PERIMETER SEALANT 5 3!8"MIN.® �jBYOTHERS 1 EDGE DIS® e��a+%Jjp941ES+Q °�°° BY OTHERS 1 EDGE DIST. �� P; O °° No 4975 ".o 1!4"MAX.SHIM 1 1!2"MIN. • 1 1/2"MIN.EMBED. 1X WOOD BUCK BY OTHERS EMBEDMENT p' STV W A_ 1 1 °�`� • (SEE NOTE 5 ON SHEET 1) G qn•,•,p lV EXTERIOR FINISH a ,°+•oSS��.I�PO`�� BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE SHEATHING BY OTHERS sniiffffff i ®(SEE NOTE 5 ON SHEET 1) 4 ON SHEET 1) 1 1/2^MIN.EMBED I EMBED.,& . 7/8"MIN.EDGE DIST. iNiUUCTIiEPE1y8tD RODUCTREVISEL WOOD PROTECTION(SEE NOTE 2X WOOD BY OTHERS 11A,SHT.1 BY OTHERS SEE NOTE 4 ON SHEET 1 u camP7YIRR WUb the Fbf11a cromplying w h tl.c FlefldA ® ) 1 1!z"MIN.EDGE DIST. ( ) VERTICAL SECTION " cafe a ldmg e�de H VERTICAL SECTION Q I WOODFRAMESUBSTRATT= Earlrrilan.wfr$'0918.0� mriaa>J�We! -a22U CONCRETE SUBSTRATE y f fly "•:'itr R.u:V'rodec;Ca. Kann ad:Praducs I i I a 1/4"MAX.SHIM m 1 112"MIN.EMBEDMENT-CONCRETE 114"MAX.SHIM �1 1/2°MIN.EMBEDMENT m 1"MIN.EMBEDMENT-MASONRY 1 1 2 7 9 7 2 25 13 23 1 27 � n• > o � o 1 112"MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS,m 2'MIN.EDGE DISTANCE-MASONRY ,' (SEE NOTE 4 ON SHEET 1) o A o Jy a o V 7/8"MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR SHEATHING BY OTHERS GLAZING DETAIL 1 ?� a WOOD PROTECTION(SEE NOTE 8 6 2 15 (ON THIS SHEET) 19 15 1E 8 23 O o m ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT EXTERIOR FINISH BY OTHERS 3 ? u. o BY OTHERS 1XPTWOODBUCK BYOTHERS WINDOW WIDTH z e(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS �, 11 z HORIZONTAL SECTION c9�a g HORIZONTAL SECTION (_ a_ ; F CONCRETE/MASONRY SUBSTRATE WOOD FRAME SUBSTRATE J6 ¢(D W 1/2"GLASS BITE® u C7 w=¢ 5 7 _ INTERIOR 778"O.A.INSULATED GLASS CONSISTING OF: a v¢m O q E EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, w o V=O N r 8 0.090 TROSIFOL PVB INTERLAYER BY KURARAYAMERI INC.,1/8"ANNEALED GLASS, ~ em CA o O 0.39°AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS $ _ J i ® 1 1 112"MIN.EMBED. 1 112'MIN.EMBEDMENT-CONCRETE 3/8°MIN.EDGE DIST. 2"MIN.EMBEDMENT-MASONRY. 8 \ �a EXTERIOR ®3/8-MIN.EDGE DIST. g m 1/4"MAX.SHIM 1/4"MAX.SHIM uJ o o w ® 1 1/2"MIN.EDGE DIST-C NC. 2"MIN.EDGE DIST-MAS RY. 1 2 7 2 7 2 1 1 LL 27 Q 7/8"MIN.EDGE DIST. 1E GLAZING DETAIL 1 Robert J.Amomeo,P.E. Flodda P.E.No.49752 INTERIOR ' A t"JP'MES q 1 1!2'MIN. 11/2"MIN. Q7�:�tGElYg�, QG� EMBEDMENT EMBEDMENT O. NO 49752 CONCRETE/MASONRY BY OTHERSS� 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET i) EXTERIOR (SEE NOTE 4 ON SHEET 1) R� 11 ?2 O: STATc WOOD PROTECTION SEE NOTE r ®11A,SHT.1)Y OTHERS 1 8 1 2 5 1 19 1 8 1 E SHEATHING BY OTHERS N`" O R PERIMETER SEALANT BY OTHERS ®PERIMETER SEALANT BY OTHERS '"*'* tONAl ® EXTERIOR FINISH BY OTHERS rerrreln� 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) 6UCT PRODUCT REVISED m c�rssf r ns..plying wirh tho Florida EXTERIOR FINISH BY OTHERS (�)HORIZONTAL SECTION _,x;,l; ;� " 13�+�ate+ Ea..pl cove WOOD FRAME SUBSTRATR 04t AEt.p.i. J HORIZO AL SECTION &";: CONCRETE/MASONRY ,ltai�onu Dratom 18-0122.1/ Ey r 93, 1 E ix BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL MANUFACTURER 22 2 3 1 MAIN FRAME WHITE RIGID PVC "EFS A EFS:ENERGI o 2 SASH PANEL FRAME WHITE RIGID PVC **EFS FENESTRATION 4 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, WHITE RIGID PVC "EFS INC.,PER CURRENT 4 PANEL STOP/FRAME COVER F m LL 5 SLOPED SILL COVER WHITE RIGID PVC "EFS MD NOA. W o r= 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC -EFS a w 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS ZNa oa o 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES m 9 POCKET COVER#1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.210"/0.187'x 0.300'CENTER FIN WEATHERSTRIP - ULTRAFAB 3 m 14 3/4'X 1 112"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN.A PT PINE WOOD - Oo a S m 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. Z z: a 16 #8 X 112"TEK SCREW STEEL 's 17 CAM TYPE SWEEP LOCKZ F 0 o STEEL TRUTH HARDWARE 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL - Z Lu 19 718"OA INSULATED GLASS CONSISTING OF:118"ANNEALED GLASS,0.090" GLASS Q F-Z TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/8'ANNEALED GLASS =m Q a SASH LOCK LOCKING TH.T SHOE i.a 0.39'AIR SPACE,1/8'TEMPERED GLASS © STEEL ® 7 C7 (L O :m NYLON 3 x .m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA n d Z-a u 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE u to 22 SPRING BALANCE BSI HARDWARE 2836" �� 1.240"� 1 wwmw¢ m 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS I F LC7 5 w Z PEQ a m w r 24 HURRICANE TILT LATCH 1057 0.530• IL U STEEL-ZINC CTO. VISION INDUSTRIES 0.687' ® 1" W OJ v=O 25 PIVOT BAR METALVISION INDUSTRIES �j� o o eN 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062' 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417" �m 1m `a 28 114"ITW ADVANCED THREADFORM TAPCON STEEL ITW c e- 29 ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735• rn ja 30 ULA.4iNU VAU(Shl JINU bLUL;KzNB-SK-125-02M26) NEOPRENE I FRANK LOWE w C m OMAINFRIN � DPVCORSASH COVER IGID NELSTOP/FRAME ® FACE MOUNTED EEPER C WHITE RIGIWHITE PVC COVERSTEEL 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.Am ,P.E 4.170" TYP.WALL �1 L� F1odM P.E.N.49752 T- x0298" THICKNESS 0.070' 11'750"I T ��" � Lueneef°° 2.73 1.656' 1.000° x0.315" 1.326" 0. L`�l p��Z�JPMES q ����� II 1AD0" 22 dd -I I Lot 1"0.565' �� ��GEIVS••_0,9.� 3.250°-y� T30' �I+-�I 0.070" O:• F•';G� 1.350" 0.467" k: No 49752 :O 1.635" tb1>} O SLOPED RIGID PVC WHITE GLAZINGHITE RIGID FT HAND E 7O GLAZING STOP(OPERABLE SASHI gO POCKET COVER 1 a :Q. WHITE RIGID PVC WHITE RIGID PVCTYP.WALL SPRING BALANCE STATE TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055' TYP.WALL TICKNESS 0.055" ® +��+�.�`T 3.450"+( © 0.306' ,Q ( THICKNESS 0.070' oS .......... O R 1 1B-91' +0.000 °°0'101;38LoL 2.155' -1r-� � � 1.857" 0.665'-0.100 1.121'-E- Q 0.329' 1.220 DIA.MAX. O8 REINFORCEMENT INTERLOCK COVER PARTING STOP +0.000 O RODUCT R5VISFD STEEL 11 WHITE RIGID PVC ® 1.077 1.885"-0.100 VomxT Ispwam 4 plying wish the MCN& 0.438• 44.+o.p1y1n8 W3uk the eTs� uildmg Colla � TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" WOOD I .OJ�4) �I'�-0.170' T� I er: .awe No,1$-cn%a.c'6- -I 0.914" F-10.525'1.500" ® y"ill `r,•�a,tae�..tc 20 &v -�{ 0.725' Q ��+--�-1.722" �- I- 3/4. G TILT LATCH ® PIVOT BAR STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 �U 0.697° U 0.176• 0.323" 0.559" a g 0.345' 0.205" 0.352' 1 �+ 0.173" a v W 0.377" 0.709" —L I a aW 0.166"� 0.551" o. 0.748" ®• 0.377' 1.908, 2.260'u - I 0.368" 5.622" II+ 0.669° 2.372' 1.122" o m 0.803" 1.067" O1 p a y u 1.012" 0.709" 0.544" 0.157"J } ><a ¢ F Sm >¢d Z s UV j:3U W=-t1 LLI C97�MP H � W U¢m Z r E WELDED MITERED d'O V:O Z e g CORNER CONSTRUCTION o 0 0 N !3 �O Z ®14 cvn, LLI W �$ooW N �m^ O Roberti.Artro ..P.E. Fluids P.E.No.49752 i ®8 ® ®16 a p0:'V 3F•.•:G. NO 49752 :o ®14 STATE F' V(b W !�S Oft 1, '.C7\yam. 18 ® ®SHIM ��°rss�IdA�silt," DETAIL 1 1X PT WOOD BUCK BY OTHERS 'MiCT TIENEWM PRODucr REVISED la k&OPIyin with tha PW?6�1 eemplyiry with the Florida NOTE: PARTING STOP EXTERIOR PERIMETER Accopien, la•�- BZ=pUb Code I -a 12'1.11 Acceptm+ca hb TO BE SEALED TO IX PT WOOD BUCK Uatbe non D WITH SIKA 551 SILICONE gy ey li$i- DIIA!Pada tC Mi m' ede Pmddc