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HomeMy WebLinkAboutProduct Approval ypl {..-,Z1 -7 r I M IAM I-DADE MIAMI-DARE COUNTY W 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 E DA www.miamidade.gov/economy dn;CEPTANCE way 851 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 incl DESCRIPTION: Series "5305 Tilt"White PVC Double Hung W�5305 �Tilt . APPROVAL DOC rawmg o. ,ti a `Serieuble 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 CouEq Product Control Section. SSILE 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&DE COUNTY Expiration Date: May 06,2020 Approval Date: October 11,2018 to f qn;3 Page 1 f I w � Reiency Plus,Inc. I 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. j (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 WLhAows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez,P.E. Product CodtE.9f 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 6ch 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) i 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 e4 P.E. Product Cont of Exa finer NOA . 18- 18.04 Expiration Date: To 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 its. , 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. i Manuel Pe ez,r .E. Product Control xa ner NOA No. 0 8.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 - - REGENCY PLUS---- - m SERIES 5305 TILT DOUBLE HUNG IMPACT VLM HTVDOW 4 �U INSTAMATIONANCSORAGEDETAILS w � aN a ao �w • � c 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 1J\BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ®8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE Z _ O HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR 3 � ¢ STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE CORROSION RESISTANT COATING. SPECIFIC 2.THE PRODUCT➢ETAILS CONTAINED HEREIN ARE BASED ® FROMTHE M(AMI-DAOE COUNTY PRODUC F ANCHORS TO BE USED FOR T CONTROL PRODUCT INSTALLATION. y FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION UPON SIGNED AND SEALED TEST REPORT!! ANCHORS INTO MORTAR JOINTS,EDGE DISTANCE IS } >O NCTLA I D-11422-2 DATED 1201/08,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 8 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF ¢ ~Z 11N05108 AND ADDENDUM II DATED OWIQI09 AND WITH LOAD BEARING SHIM(S),MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. ��¢O ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL ENERGI FENESTRATION SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/161NCH m O 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 00 i U.� HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER AL D- w ACCORDANCE WITH ANCHOR MANUFACTURER'S Z¢g AND TAS-203. 8 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL LL) O~E 4.FOR INSTALLATION INTO WOOD FRAMING,USE 1112 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS N n W 2 m 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 72 GLAZING INTERLAYER KURARAYAMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE CD m C m O 4 Q 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 p U U w THE FLORIDA BUILDING CODE(FBC)AND IS M NOTICE OF ACCEPTANCE(NDA). INCHES. H O COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS $ O VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE N w � � MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ®FOLLOWING PROPERTIES: �-W R$ 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130D-04e1. 8 USE 1/41NCH TTW ADVANCED THREADFORM TAPCONS OF 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 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF OM to tu � dw TRANSFERRING APPLIED PRODUCT LOADS TO THE I0.DESIGNATION'r STANDS FORTHE FOLLOWING: 5.1.1. 1 121NCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE FBCIFRC AS RELATED TO WOOD PROTECTION. y m E OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5M MASONRYSUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2AGENCY HAVING JURISDICTION(AHJ). 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 521. 1 INCH MINIMUM EMBEDMENT 2501)psi AND COMPLIES WITH AC1301. WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 522. 21NCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C 90, S.1X AND 2X BUCKS(WHEN USED)SHAAE DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>117 PCF.. RoWd J.Amontso.PP - ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE Q8 WOOD Fwnae PZ 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 °°111111411", RECORD AND TO BE REVIEWED BY AEU. DESIGN STANDARD ARE USED. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE °�•(SPIRES A/JtO q WALL FINISHES,INCLUDING BUT NOT LIMITED TO �.-'xC E IYS•'•.9 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT ¢'; No 4975 FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: 33 STATE OF 0- uUUCTREAI WED F' O R IOP.�=e. TABLE OF CONTENTS is,ecop3yi..Rwitn tlu RWllda oo'SS� NO off• SHEET REV. SHEEP DESCRIPTION 4"1111"�ielB•0918 O ''��rotlesioe%p°°° 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART Ex itaFna➢:ie 2 D ELEVATION&ANCHOR LAYOUT By 3 D ELEVATION&ANCHOR LAYOUT PRODUCTREVISED =_.plying-6 the Florid. 4 D VERTICAL SECTIONS Aui18m8�� 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Aeuy-,cis I.so a #3am 7 B D HORIZONTAL SECTIONS&GLAZING DETAIL 355.0 LARGE MISSILE 7 D BILL OF MATERIALS AND COMPONENTS IMPACT Mi a PrvdurJ K* 8 D COMPONENTS&CORNER DETAIL Q K MAX.O.A.WIDTH --- ®W/PARTING- STOP 55" - - -- - — 0 4 MAX.O.A.FRAME WIDTH 53" LL g TOP SASH WIDTH 49.46' a a w TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00" TYP. J K 6.00'FROM JAMB 3 m 5 @ &SILL CORNERS TYP. o LL 4.00"TYP.FROM z i a o —-- -- CORNERS OF WINDOW 3 FROM PARTING STOP CORNERS Y ?a n. TOP *46 OPSASH °MAX, , HEIGHT79' SASHI X I 6 HEIGHT I I 13.75 ® �_¢�� m ® 36.625 I I 32.913" 00"O.C. O.C.MAX.TYP. }<a z HEIGHT WI UNIT TYP. 3"O.C.TYP.FOR u°w=¢ PARTING FRAME I I X WOOD SCREWS, w�n w°n STOP HEIGHT 2°O.C. I o I 4.O.C.TYP.FOR Lwoo z S 11. TYPC I CONCRETE SCREWS. o a L BOTTOM 4 BOTTOM SAS ° ® N HW 1 $ 9 SASH I I D.L.O. 101 I o 0 36!625 X i HEI 13- &REINF EMENT(TYP.) II d #12 IN LATION )( z 4 m #8 X 1-5/8'SCREWS THRU co ——— _——— SCRE P.) I co ARTING STOPS(TYP-) a LL i H Robert J.Posoareo,P.E goMe P.E.No.49752 3:@"HEAD&SILL TYP. @ HEAD&SILL .`��o ...ftEENs.YOq !4-' C� •G No 4975 ':PO OM SASH _ DLO WIDTH 46.8125" = V e STATE OF O'n•••,cC pP; BOTTOM SASH ,���es`S�OfYAI EN 2 I WIDTH 50.125" �j 41flatlss9�� i I RO REVISED DUCI REVIS NYC K;sh the Florida I ELEVATION ANCHOR LAYOUT ® a,d OD �oae . EXTERIOR VIEW EXTERIOR VIEW !emi33ogCcic capmceNo/ 7 Aeeeg!eg"rlo� 8.o4• Rare W/PARTING STOPS W/PARTING STOPS E-bui",Dx. 20 Y ny a Produce of ofiveje rn&—.l Ca I MAX-O.A.FRAME WIDTH 53" TOP SASH 4 WIDTH 49.46" m 222 F LL TOP SASH W o wo D.L.O.WIDTH a a o 45.75" 3.00"FROM CORNERS 1 W @ HEAD&SILL TYP. I p D E 4 4 6.00"FROM JAMB CORNERS TYP. 3"O.C.TYP.FOR z 69 o iWOOD SCREWS. TOP 6 I 6 TOP SASH 4"O.C.TYP.FOR Z F 77" SASH F �l I D.L.O. 0 13.75" CONCRETE SCREWS. < Fo MAX. HEIGHT 6 X 6 HEIGHT O.C.MAX. X s m¢g FRAME 36.625 32.913" TYP. „m UNIT a a¢a o= HEIGHT cri I w W=cr jay " OTTOM 4 BOTTOM SASH ®2"O.C. o o:o D.L.O. TYP. For �� i SASH o t7¢ s� t HEIGHT X HEIGHT S �� .o= I 36.625 33.113" X o W ,oP 6REINFORCEMENT(7YP.) w / w K �� AB to a �LL I I5.67"O.C.TYP. - t�@ HEAD&SILL R b d J,A—usa.PE DETAI L 1 R"dde P.E.Na 49752 (SEE SHEET 7) ,, ,IAMES14Q9 e ANCHOR LAYOUT ® ` �: E"' BOTTOM SASH No a975 :o EXTERIOR VIEW D46.8 25TH W/O PARTING STOPS STATEBOTTOM SAS OF :mow WIDTH 50.1 5y pG�� I ELEVATIONa,vf F°°°C 'E"`l�e"c"a:'3-.1�+a wtfh the F7edit mmWYh6 withthe Florida � 4ai!ia,Crete .idm Code i EXTERIOR VIEW acceN 9eee la"� •C4- s No !1 W/O PARTING STOPS scml�a Pete 20 tiov Hate s7 7 I C A' Dade f whw i "de Ptoe'+tet i a E K — ® CONCRETE BY-OTHERS - _ ._ -. __---__ _ -_ - . 718"MIN.EDGE DISTANCE (SEE NOTE 4 ON SHEEP 1) 1 1/2"MIN.EDGE DISTANCE � -- a WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS q ®11A,SHT.1)BY OTHERS _ 1 1@"MIN.® m m 2X WOOD BY OTHERS EXTERIOR FINISH EMBEDMENT 1/4•MAX SHIM o 6(SEE NOTE 4 ON SHEET 1) BY OTHERS a N rc EXTERIOR FINISH n a cii PERIMETER SEALANT IX PT WOOD BUCK BY OTHERS ®BY OTHERS 4 BY OTHERS 1 9 (SEE NOTE 5 ON SHEET)® 1/4"MAX.SHIM EMBEDMENT 3 8 EXTERIOR INTERIOR PERIMETER SEALANT 4 m 6 ®BY OTHERS e p �j � a Z �_� O 2 1 13 3 c B VERTICAL SECTION 3 6 i o D EXTERIOR INTERIOR CONCRETE SUBSTRATE 9 24 6 7 30 ® 16 19 m(=7�1 m 7= �F 9m 2 as CL 11 INTERIOR Z w=uJ 1 EXTERIOR 8 WINDOW HEIGHT E VERTICAL SECTION WINDOW 8 WOOD FRAMBSUBSTRATE z oo 0�¢ —.2E J HEIGHT 2 2 0 > ��"a {� 7 ' He 2 i 9 ,a6m2 C VERTICAL SECTION s cn B INTERIOR � o=� 15 CONCRETE SUBSTRA9 EXTERIOR 30® Np 2 ® 6 8 R EXTERIOR 25 8 INTERIOR Roben J.Ao ,P.E 20 Florida P.E.Nm 49762 2X WOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) 5 set too 12 ® PERIMETER SEALANT �Q��pMES . 1X PT WOOD BUCK BY OTHERS BY OTHERS 1 � �� •� ..........aj i 5 SEE NOTE 5 ON SHEET 1 _9�i ®PERIMETER SEALANT 1 1{1/2•MIN. ) 1 1/2'MIN. �' No 49752 ••:PO BY OTHERS :.� EMBED®MENT 1/4"MAX SHIM EMBEDMENT BE7D}-MEN T EXTERIOR FIN] RX E WeM BY OTHERS t—plyingw"ti Fiwl! 5= "STATEI ?i�u ": < EXTERIOR FINISH Q.irl;eycode �` •�� ° 4n pt9ace Ne 1 •09/ .04 BY OTHERS �lhS....... .. CONCRETE ® Ea ratra:r,at: 2Q �orrSsONAa BY OTHERS(SEE NOTE ev WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 7/8"MIN.EDGE El rodeo' Al IA,SHT.1)BY OTHERS ROWC(REVISED 11/2•MIN. VERTICAL SECTI N —pir^6wirb u,c Florida EDGE DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE Pild.� ode(yP) Dl OI1.J ��� VERTICAL SECTIONeaCONCRETE SUBSTRATE dcProduct a t f2 IN.EDGE DI q 1 112'MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS _(SEE NOTE 5 ON SHEET 1) 718"MIN.EDGE DIST. M1 o CONCRETE BY OTHERS(SEE WOOp PROTECTION(SEE NOTE A ® NOTE4 ON SHEET 1) t1A,SHT.1)BYO ERS® 1 12'MIN.EMBEDMENT g 2X WOOD BY OTHERS a ® SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) m EXTERIOR FINISH 1 112'MIN.EMBED.+ BY OTHERS �L o^ I 1X WOOD BUCK BY OTHERS w r EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) <-�" 8 PERIMETER SEALANT BY OTHERS ° w ® BY OTHERS 4 PERIMETER SEALANT 114"MAX SHIM BY OTHERS 1 112"MIN. EMBEDMENT B EDGE DIST. EXTERIOR 3 B INTERIOR 0 1 4 4 1/4"MAX.SHIM c K 318•MIN. 2 1 1 9 EDGE DIST.® 3 0 J _VERTICAL SECTION EXTERIOR s B INTERIOR 3 >y CONCRETE SUBSTRATE 66 =„�Q Z IL <L 0 Q ZLu WINDOW 19 ca9-+ 2 HEIGHTWINDOW m c UJ HEIGHT VERTICAL SECTION w U v a ixE K WOOD FRAME SUBSTRATE o f On 7 m 2 No �r �z 9 r 1& ®5 19 30® 6 W � �$� " ® EXTERIOR $ INTERIOR w E�N 6 1 y 8" EXTERIOR INTERIOR 8 5 Roben.l.anmuu,PF. nmO P.E.ft 49752 PERIMETER SEALANT pp 5 BY OTHERS PERIMETERENE3 I ® EDGE %-,% T 07R S ;O No 4 5 :moo t ® 1/4"MAXSHIMMIN . 1 112'MIN.EMBED. 1X WOOD BUCK BY OTHERS EMBEDMENT ST�w ATE1 (SEE NOTE 5 ON SHEET 1) p V7 . a• a w�~•"[ORlpp: `fie` EXTERIOR FINISH r�S; N ♦ j BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS i,,rs0i oA i tiT�ce SEE NOTE ® j 1X PT WOOD BUCK BY OTHERS BY OTHERS( SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) 4 ON SHEET 1) 1 1/2•MIN.EMBED I 111TMIN.EMBED, WMCTRENEW V OMICTRHYISEL; WOOD PROTECTION(SEE NOTE ® 2X WOOD BY OTHERS 7!8•MlN.EDGE DIST. pp 11 A,SHT.1)BY OTHERS ® SEE NOTE 4 ON SHEET 1 o idi sg C& Fb ui du��CC d. Lt11 1 1/2•MIN.EDGE GIST. ( ) �wiAche�� VERTICAL SECTION sia:��caa� R R VERTICAL SECTION jd I wooDFRAMbsussTxATE eN ��-ogle.o �wt -aY21t ? CONCRITESUBSTRATE By B tKitw D Pe;niq 4{emi ProNK: i 1 1/2"MIN.EMBEDMENT-CONCRETE 1/4"MAX.SHIM 1/4"MAX.SHIM 1 1/2'MIN.EMBEDMENT ® 1'MIN.EMBEDMENT-MASONRY - - - - - z 2s 1a za Z 2 7 9 110 MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS $ ®2"MIN.EDGE DISTANCE-MASONRY .' o LL (SEENOTE40NSHEETI) w c IL oV aW 7/8'MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 ,<, m 8 6 2 (ON THIS SHEET) 19 is 1a a WOOD PROTECTION(SEE NOTE EXTERIOR FINISH BY OTHERS z ? o ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT $ & fD BY OTHERS 1XPT WOOD BUCK BY01 HERS_ WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH < F BY OTHERS (;"�HORIZONTAL SECTION r HORIZONTAL SECTION .o 1 CONDIED1 MASONRY SU9517RAM V WOOD FRAWSUBS•17RAIR -1 Zu 1/2'GLASS BITE® u t9 w= 7 7Is.CA INSULATED GLASS CONSISTING OR to c�¢m N r,4 E F'171 RIOR EXTERIOR LAMINATED GLASS:1/8'ANNEALED GLASS, p ° .2� 0.090"TROSIFOL PVB INTERLAYER BY KURARAYAMERICA,INC.,1/8'ANNEALED GLASS, o� o ® 0.39-AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8'TEMPERED GLASS N FIX a z 1 1/2'MIN-EMBED. g % MIN.EDGE DIST.p 1 1!2'MIN.EMBEDMENT-CONCRETE 8 2°MIN.EMBEDMENT-MASONRY. g ®3/8'MIN.EDGE DIST. rn 1/4°MAX SHIM EXTERIOR w I��m 1 1/E'MIN.EDGE DIST-C NC. 1/4'MAX.SHIM W Um�m ® 2"MIN.EDGE DIST-MAS RY. rn k m 1 2 7 2 7 2 1 1 27 QA 7/8"MIN.EDGE DIST. ° ins GLAZING DETAIL 1 Robert J.Amoroso,PZ . Flmldo P.E.No.49752 INTERIOR 110 MIN. > `,e(�• ,IWo.EMBEDMENT 110MIN. o�F. Elyg9G EMBEDMENT 2 ko 49752 % CONCRETE/MASONRY BY OTHERS'- 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) I WOOD PROTECTION(SEE NOTE OL STfiTE OF :�W ®11A,SHT.1)BYOTHERS 1 8 2 1 8 1a SHEATHING BY OTHERS e�oFs'.......... OR10Pra�= PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS I Pi WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS I WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) ��� PRODUCT REVISED yo r as complying with the Florida EXTERIOR FINISH BY OTHERS K HORIZONTAL SECTION sxatncx,4wLb�`°t.d�e aaild'crg Code WOOD FRAME SU851RAT8 .1ttYc�,t:.-e IFO rg-O91$. Aorci t. ra r8-Dln u 7 HORIZONTAL SECTION ?Om i alu Eq rariouDu a MEIEIMASONRYSUBSIRAIE a . Adism' Product 1 f:kae:.•tieieeq} ft i Q K BILL OF MATERIALS REM Al DESCRIPTION MATERIAL MANUFACTURER -- - - --------- - - -- "------- --. - ---- ----- - - -- -- ---- -- -?� - a " ^1 MAIN FRAME WHITE RIGID PVC "EFS EFS:ENERGI o 2 SASH PANEL FRAME WHITE RIGID PVC "EFS LN FENESTRATION q 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, ^ 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS INC.,PER CURRENT LL 5 SLOPED SILL COVER MD NOA. O 0 I E WHITE RIGID PVC •'EFS w 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC °'EFS a R w 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES 9 POCKET COVER#1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC '•EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 02107 0.187'x 0.300'CENTER FIN WEATHERSTRIP ULTRAFAB 30 m 14 3/4-X 1 10 PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD - 0 N u. 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. z z=a O 16 #8 X 1r2'TEK SCREW STEEL ^ 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE Z s 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL > >w 19 7/8'OA INSULATED GLASS CONSISTING OF:1/8'ANNEALED GLASS,0.090' GLASS - U O TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.,1/8'ANNEALED GLASS =m Q 0 0.39'AIRSPACE,1/8'TEMPERED GLASS © SASH LOCK ® LOCKING TILT SHOE y p a STEEL NYLON 0= O s m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA IL ad a i, 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE tt(7 w O J 22 SPRING BALANCE - BSI HARDWARE ' _ 2,836. 1240°�{ w m l ws 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0530' w 24 HURRICANE TILT LATCH 1057E . STEEL-ZINC CTO. VISION INDUSTRIES 0.687' 1• 3 ¢O O q$ sl 25 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX552 BACKBEDDING SILICONE SIKA CORP. 2.062• 27 1 12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417• 12 om 28 1/4"1 ADVANCED THREADFORM TAPCON STEEL RW ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL �5' W $ ih 30 028-02 NEOPRENE FRANK LOWE w O WHITE RIGID C 2O SASH PANEL HITE RIGID PVC O SASIT COVER WHITE RIGID PVC PANEL STOO/FRANZ ® FACE MOUNTED KEEPER N a LL TYP.WALL TICKNESS 0.070' S��' TYP.WALL THICKNESS 0.070• TYP.WALL THICKNES 0.065' COVER RIGID PVC TYP.WALL TICKNESS 0.070' Robert J.Anr>nrsa.RE �--4.170' TYP.WALL FlorWa P.E.No.49752 0.298" 1.750' fn THICKNESS 0.070^ �ipnenu, 7T�' 1.32s• o. C7 . JPMES2.730' J.. 1.656° J�� 0.315" .� e�%� °°" 1.400' 1.000• ,1 1,0.565• ``Q7�P-`�,�0 Eh'S ��.-.-�- 0. 0.46 70' No 49752•••Goo 1.350'� �I I� 0.46T O SLOPED SILL.COVER GLAZING STOP/LTPT HANDLE O GLAZING STOP(OPERABLE SASH) Og POCIO;f-f_C-OVVER � 1�'� WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC SPRING BALANCE STATE OF .4/ I TYP.WALL THICKNESS 0.075' TYP.WALL THICKNESS 0.055' WHITE RIGID PVC © p� I f TYP.WALL TICKNESS 0.055' TYP.WALL '�O R 1Or' �3A50•---I © ..L 0.306' 1 THICKNESS0.070• AlAL•- ", 0.953' _ (g.-0.8991' 0.665+0.100 °°f'etif111,1%" 2.155' -`{I 1.857' -0.100 1.121' �+-- 0.329' 1220 DI0.MAX ' ® REINFORCEMENT INTERLOCK COVER +0.0D0 ROD'JC7REVISED STEEL 1 ® PARTING STOP 1.885' O 06(7Z'{' oemptyi%with the Smiap O WHITE RIGID PVC 1.077 -0.100 1 0.438' WOOD 0.85" ipply�kyg tlit p uil4ing CoOc TYP.WALLTHICKNESS0.062' TYP.WALLTHICKNESS0.075" N�ie- C.>< d. -0122./J 0.170' ® Att,.casxv Nc 16-C918-PA `J4.+'-SDI. 27�0.725' 0.914' � 1.500' �Lzs u 6Y,m 1.722' ""I �� 0.525' :. _. N:m".Da2 :a�FLvv ® TILT LATCH ® PIVOT BAR - - - STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 �U D.697' JIr U 0.176' 0.323' 0.559• o Lu G 0•345" 0,205• D.352" +��D.173" a a 0is �w 0.377'0.669" 0.79" 0.377• 1.906• 2.2 ��- 0.368' 5.622 08 2.372" A1.122' 1.06 1.012" 0.709. 0.709, ma 4 a.saa• 0.157•J r ><a a rw ''a w Do aa¢oowm as 0 c}iOw=� WU Ir a m Z y WELDED MITERED z o cJ oz CORNER CONSTRUCTION g p a pzegyl J0 92 1 a h0 w 1 w a Robed J.Anro .P.F- Florida P.E.No.49752 0 •� F•.G 18 ® ®18 �'• h0 4975 O ®14 / \ STATE` V j O O R l O ® ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS s RODUCIRHVIS® NOTE: iateoiCfyi gR 13htl,Fb*dit m oply�with the FloTW. 9otdleg Code Buldo`g Cods PARTING STOP EXTERIOR PERIMETER Awepisn.No l 18.0¢ tanceNo TO BE SEALED TO 1X PT WOOD BUCK n0O D°tn E °O Cate WITH SIKA 551 SILICONE 8 By By wit eodtiQ Mi nde Ptoddct i