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HomeMy WebLinkAboutproduct approval- double hung window - � � q- �� M IAM hD1ADE MIAMI—DARE 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.miamidade.aov/economy R ge c P ,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 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 11 the High Vele-4ty Hurrienne Zone. DESCRIPTION: Series"5305 Tilt"White PVC Double Hung Window-L.M.I. 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 Revision stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. SSII.E 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 revises NOA No. 15-0618.02 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. 18-0122.11 MIAMFDADE COUNTY Expiration Date: May 06,2019 I I Approval Date: March 08,2018-) 3t � lJ� a el 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 H dated 09/24/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. 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 5th Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group,LLC,signed and sealed by Robert J. Amoruso,P.E. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 12.1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel Per E. Product Controler NOA No. 1%J1 1 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-1 Rej4ency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. 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. 13-1007.10, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 05/06/13 and expiring on 05/06/19. Manuel Pere roduct Control Ex er NOA No. 18-0 2.11 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-2 Iteizency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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. 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. 16-0712.03,issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 08/10/17, expiring on 02/28/18. 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. G. OTHERS 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series 115305 Tilt"White PVC Double Hung Window—L.M.I.,approved on 10/01/15 and expiring on 05/06/19. Manuel Pere .E. Product Control E m' er NOA No. 18-0122.11 Expiration Date: May 06,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS a SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOWS ! 22 t#- INSTALLATIONANCSORAGE DETAILS o R I a ov W aw 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 p v BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY ?- SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. a 6.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE p HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE Y DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR Z Q a O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. S F 2.THE PRODUCT ETAILS CONTAINED HEREIN ARE BASED ® FROMSPEC 9.MIC IAMI ADE COUNROVAL BE TY P SAND CONTROL PRODUCTHE T INSTALLATION.UM NUMBER ANCHORS TO 8E USED FOR 9 FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION Z 75 UPON SIGNED AND SEALED TEST REPORT# 8 ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS Q >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 3 O Z 11!/05108 AND ADDENDUM 11 DATED 0311 GM AND WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. Z ao <O ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1/16 INCH U, CL H mm WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN a a a-5 z HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE WITH ANCHOR MANUFACTURERS AND TAS-203. 8 MIAMI-DADE NOTICE OF ACCEPTANCE INCA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL U(D D 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS Z~w =Z Lu(D 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE & 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE (9 O -J p TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. LCUC U cj Z v r THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE INCA). INCHES. .J F;O :112 c�$ COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY,OR DIRECTLY INTO CONCRETE!MASONRY, 8 FOLLOWING PROPERTIES: Z 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. 8 USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF ow 1 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 2 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 U f P:F TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION"X'STANDS FOR THE FOLLOWING: 5.1.1. 1 1/2 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION K ��4 g' STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE FBC/FRC AS RELATED TO WOOD PROTECTION. w 4r OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF rn AGENCY HAVING JURISDICTION(AHJ). 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. n 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, S.1 X AND 2X BUCKS(WHEN USED)SHAD DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY 117 PCF.. Robert J.Mmruno.P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE 08 WOOD Florift P.E.No.49752 STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 8 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPON RECORD ANTO BE REVIEWED BYA ILITY OF THE D ENGINEER OR ARCHITECT OF APPROPRIATE GN STANDA D ARE USED. 7. PER THE APPLICABLE 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ��.``. JAMES WALL FINISHES,INCLUDING BUT NOT LIMITED TO ���r(Q`;•�C E ryS; 09�i 6.THE INSTALLATION DETAILS DESCRIBED HAEIN ARE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. t% GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT e'; A:o C975 FOR A SPECIFIC SITE.IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS _ *l C(`V DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: STATE OF 1l1 ' 0% �v TABLE OF CONTENTS mai S'/aN AL SHEET REV. SHEET DESCRIPTION t��rtL�Llltt>t(`` 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART 2 D ELEVATION&ANCHOR LAYOUT 3 D ELEVATION&ANCHOR LAYOUT ) �V:� pjyT Z[VI Lb. 4 D VERTICAL SECTIONSpp" a N6 Ps8 wi:S du Flrnidu DESIGN PRESSURE RATING(PST) IMPACT RATING Pro�, ����•� 5 D VERTICAL SECTIONS 6. P Dxc 6 D HORIZONTAL SECTIONS&GLAZING DETAIL LARGE MISSILE ±55.0 IMPACT Vy 7 D BILL OF MATERIALS AND COMPONENTS rni,�ri ndc•Prcduca(' B D COMPONENTS&CORNER DETAIL Q K MAX.O.A.WIDTH ®W/PARTING STOP 55" 4 MAX.O.A.FRAME _ WIDTH 53" LL w w^ TOP SASH 0 a R WIDTH 49.46` a a°w D TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75' FROM PARTING STOP CORNERS 10.00' C.TYP. J K 6.00"FROM JAMB m D&SILL o 5 4.00"TYP.FROM @ CORNERS TYP. i a z J o ——— CORNERS OF WINDOW 4.25"TYP. 3 ` FROM PARTING o STOP CORNERS » a TOP J I Z<H P SASH 3D.L.O.79" 77" SASHEIGHTI 1375' _MAX.® MAX. HEIGHT 6 2.913" 0.00"O.C. O.C.MAX.TYP. a a a z= HEIGHT W/ UNIT 36.625 I TYP. X 3"O.C.TYP.FOR W=z `8 PARTING FRAME ���6 I w m w STOP HEIGHT 2"O.C. I I I WOOD SCREWS. z o v j o j i 4"O.C.TYP.FOR L^ o l NP' i CONCRETE SCREWS. r o ae BOTTOM 4 BOTTOM SAS ® 8 �w 2 SASH I I D.L.O. 36!GHTHEI T I o�w 625 I I X I 113' ®REINF EMENT(TYP.) m U n I #12 INSLil TALLATION X #8 X 1-5/8"SCREWS THRU w R w ——— ———— SCRE TYP.) I PARTING STOPS(TYP.) a n LL 0 Robed J.A-o.P.E. Rodda P.E.No,49752 3.00"FROM CORNERS 15.67"O.C.TYP. p�`���jp.MES q �.,� @ HEAD&SILL TYP. @ HEAD&SILL �pG TTOM SASH No 4075 * tp DLO WIDTH /d 46.8125" 1 ) 0.: STATE OF .•�r4 RFs c� on BOTTOM TH SASH ELEVATION ANCHOR LAYOUT A R�DUCi REVISED dyirt8 with the Florida �ildmg Code EXTERIOR VIEW EXTERIOR VIEW "`Pta""noI W/PARTING STOPS W/PARTING STOPS y 1isn- P—h t of MAX.O.A.FRAME WIDTH 53" TOP SASH WIDTH 49.46" TOP SASH D.L.O.WIDTH 45.75" 3.00"FROM CORNERS °w o @ HEAD&SILL TYP. 4 4 6.00"FROM JAMB CORNERS TYP. 3"O.C.TYP. WOOD SCREWS. TOP II G TOP SASH 4"O.C.TYP.FOR F a I „ D.L.O. ® a CONCRETE SCREWS. y 77^ SASH F � 13.75" X a �o MAX. HEIGHT 6 X 6 HEIGHT O.C.MAX. li FRAM 36.625 I 32.913" TYP. Q UNIT ) �_ ao J -- - ZQ HEIGH — =N J N 4 II BOTTOM SASH 2"O.C. l II �p 0=o �r BOTTOM N II D .L.O. TYP. II r o °o a SASH Iit HEIGHT II N J LL HEIGHT ( X II 33.113" j X fl ow 36.625 ®REINFORCEMENT(TYP.) w o" w U � nLL A I I 4 4 f 15.67"O.C.TYP. E. @ HEAD&SILL Robert J.P.E-No.A-o.49752. DETAIL 1 Florida P.E.No.49757 (SEE SHEET 7) "jpMESt4 f",,�� ANCHOR LAYOUT ® \cENSF° - BOTTOM SASH No 4975 :o DLO WIDTH EXTERIOR VIEW e 46.8125" W/O PARTING STOPS = 1 c�`t b STATE OF :W BOTT ;F`S'c�OR10PG�� WIDTH50.125H 50.1A25H #ONAF ELEVATION R(7DUCT REWSFD -r^DiYiri with the Fbrida b1d,. CodeEXTERIOR VIEW ce WoW/O PARTING STOPS D.wcodc Prodm:Cantr 1 { i I 1Yr'�Y rrY a cc ® CONCRETE BY OTHERS ® 7/8"MIN.EDGE DISTANCE �Y (SEE NOTE 4 ON SHEET 1) � 1 1/2"MIN.EDGE DISTANCE WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS ®11A,SHT.1)BY OTHERS a 1 1/2"MIN. EXTERIOR FINISH EMBEDMENT 1/4'MAX.SHIM 2X WOOD BY OTHERS 0 BY OTHERS BY NOTE 4 ON SHEET 1) w w71- m ,o H N EXTERIOR FINISH a a w ABY OTHERS PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS BY OTHERS 1 9 (SEE NOTE 5®4 1/4"MAX.SHIM ... 1/2"MIN. ON SHEET 1) EMBEDMENT 3 EXTERIOR 8 INTERIOR PERIMETER SEALANT 4 3 6 BY OTHERS Z 2 0; � 13 ; ' < 6 VERTICAL SECTION 3 e Z a I EXTERIOR INTERIOR 19 CONCRETESUBSTRATE 24 6 �h Ou) 7 30 ® 16 19 Toa, 2 IL 11 c9U 11 INTERIOR }.i c cd.. 84 EXTERIOR 8 WINDOW VERTICAL SECTION w� W a HEIGHT EWOOD FRAME SUBSTRATE w o a m $ WINDOW 8 a:0 UO w u« m 2 0 o> 2 HEIGHT 8 J �3 LL 1 " o tai 1 2 &VERTICAL SECTION s W oCONCRETE SUBSTRATE EXTERIOR ® 6 INTERIOR s v„ 2 3o ® 6 8 S EXTERIOR 25 8 INTERIOR Robe J.Mwn6o,P.E. 20 Florida P.E.No.49752 2X WOOD BY OTHERS 10 PERIMETER (SEE NOTE 4 ON SHEET 1) � 12 ®1X PT WOOD BUCK BY OTHERS _OTHERS 5 ( % AMES�q4g�.,�� PERIMETER SEALANT 5 (SEE NOTE 5 ON SHEET 1) IyS�,�9G ® BY OTHERS 1 1 1/2"MIN. 1 1/2"MIN.1/4"MAXSHIM = No 49752 O EMBEDMENT . EMBEDMENT _ �a��?* ERIOR FINISH 4' ® STATE F 'rir BY OTHERS e. EXTERIOROBY OTHEISH ��sc� Rl P % CONCRETE ® ����S/ONAI E% BY OTHERS(SEE NOTE ""nelmst" WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 7/8"MIN.EDGE DISTANCE ®11A,SHT.1)BY OTHERS 1 1/2"MIN. RODIJCF RFVISU) VERTICAL SECTION emaY9 w+bt�Fi«& EDGE DISTANCE SHEATHING BY OTHERS u WOOD FRAME SUBSTRATE 3Qi1 n„C°�) .fit (TYP.)® :.," rt trate A&VERTICAL SECTION CONCRETESUBSTRATE . .liamr ncc Prsviuct C' 1 1/2"MIN.EDGE DIST. 1 1/2'MIN.EMBEDMENT 1X PT WOOD BUCK BY OTHERS (SEE NOTE 5 ON SHEET 1) 7/8"MIN.EDGE DIST. m CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE ® NOTE 4 ON SHEET 1) 11A,SHT.1)BY OT ERS® 1 1/2"MIN.EMBEDMENT • e 2X WOOD BY OTHERS a ® SHEATHING BY OTHERS (SEE NOTE 4 ON SHEET 1) h $ m EXTERIOR FINISH - - 1 1/2'MIN.EMBED. Q 1 w BY OTHERS 1X WOOD BUCK BY OTHERS o c EXTERIOR FINISH w' (SEE NOTE 5 ON SHEET 1) PERIMETER SEALANT BY OTHERS i a j w ® BY OTHERS 4 PERIMETER SEALANT T 4 9 1/4'MAX.SHIM ® BY OTHERS 1 1/2"MIN. EMBEDMENT EDGE DIST. 8 ~ EXTERIOR 3 6 INTERIOR rd o a o. o l"J 4 1/4'MAX.SHIM 3/8'MIN. 3 2 1 1 9 EDGE DIST. i W VERTICAL SECTION EXTERIOR 3 INTERIOR > > 3 J CONCRETE SUBSTRATE 6 = am M0�ao ..m o— m— mm 1 _xQ �- 1 aoaa 00 zuj WINDOW 2 V O w=( 2 F- J r HEIGHT < wlNDow VERTICAL SECTION w j°a4 m F HEIGHT K WOOD FRAME SUBSTRATE p w jy o�o> LLn 1 a � a 2 6 `� V ® EXTERIOR 3u® INTERIORWl � 30 8 j 6 8 EXTERIOR 8 INTERIOR rj Robed J.Mmiw,P.E. 1 PERIMEJER SEALANT Fb da P.E.No.49752 5 3/8"MIN. ®BY OTHERS 1 EDGE DST® a� ��jphM1ES q��Q�� PERIMETER SEALANT 1 ® ` "",,, „".R10 ®BYOTHERS EDGE DIST. ���: GENSF,"��� U: 4975 ® MIN. - (b" 1 1/2"MIN.EMBED. 1X WOOD BUCK BY OTHERS EMBEDMENT - 1 � 1/4"MAX.SHIM ` < (SEE NOTE 5 ON SHEET 1) Off. TATE OF ;�(4 OR EXTERIORYOTHEISH a CONCRETE ® EXTERIOR FINISH BY OTHERS i'SSO±4A;,E,;G��,, BY OTHERS(SEE NOTE QA 1 1/2"MIN.EMBED 1X PT WOOD BUCK BY OTHERS 4 ON SHEET 1) SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) 1 1!2'MIN.EMBED. 7/8'MIN.EDGE DIST. LODUV18@L WOOD PROTECTION(SEE NOTE ® 2X W000 BY OTHERS ��®11A,SHT.1)BY OTHERS 1 1/2'MINEDGE DIST. (SEE NOTE 4 ON SHEET 1) VERTICAL SECTIONVERTICAL SECTION ® WOOD FRAME.SUBSTRATEroduti 1/4"MAX.SHIM 1/4"MAX.SHIM �+--�-�-1 1/2"MIN.EMBEDMENT 1 1 1!2"MINRETE .EMBEDMENT-CONC ® 1"MIN.EMBEDMENT-MASONRY 7 p s u 3 1 z7 • 1 1 2 7 9 • �� 4 1 1/2"MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS m m ®2"MIN.EDGE DISTANCE-MASONRY (SEE NOTE 4 ON SHEET 1) w o a ao 7/8"MIN.EDGE DISTANCE w p CONCRETE/MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) �� SHEATHING BY OTHERS lk'�' GLAZING DETAIL 1 3 a WOOD PROTECTION(SEE NOTE 8 6 2 (ON THIS SHEET) 1s !s !s e 3 $ � 8 a ®11A,SHT.1 BY OTHERS EXTERIOR FINISH BY OTHERS z a ) ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT $ �¢ BY OTHERS .... ....... 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH s a ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH < r rn BY OTHERS = a z a0 HORIZONTAL SECTION G HORIZONTAL SECTION 31 m F CONCRETE/MASONRY suBsrtutE wooD FRAME suesrRwrE >0.¢a Z N 1/2'GLASS BITE® 00_; = Wince JZ 7/8"0.A.INSULATED GLASS CONSISTING OF: O=¢m O ^q INTERIOR L) EXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, OM :" \�`� 0.090"TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS, S 00 ^L ® 0.39"AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8'TEMPERED GLASS N 1 1/2"MIN.EMBED. 1 1/2'MIN.EMBEDMENT CONCRETE 3/8'MIN.EDGE DIST.® N 2'MIN.EMBEDMENT-MASONRY. 3/8-MIN.EDGE DIST. n 1/4'MAX.SHIM 8 EXTERIOR ® 1!4"MAX.SHIM w ® 1 1/2"MIN.EDGE DIST-C NC. Ir 2'MIN.EDGE DIST-MASNi.,. 1 2 7 2 7 2 1 RAA 7/8"MIN.EDGE DIST. n 8 n 'B GLAZING DETAIL 1 Robot J.Amonao,P.E. Florida P.E.No.49752 INTERIOR • a++++"j"AES,q��i�i EMBEDMENT 1 1/2'MIN. `o��Q•�xC ENSF•�pGJ. /1 EMBEDMENT �. `� No 49752 :O CONCRETE/MASONRY BY OTHERS) 2X WOOD BY OTHERS jI01 c (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) G g747c OF WOOD PROTECTION(SEE NOTE Oo'•••` ®11ASHT.1)BYOTHERS 1 8 2 1 1 1 8 1 tB SHEATHING BY OTHERS m�FS:'�ORIOP �?� ERIMETER SEALANT BY OTHERS ®PERIMETER SEALANT BY OTHERS ® EXTERIOR FINISH BY OTHERS 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) r PRODUCT REVISED S a,complying with the Flor de EXTERIOR FINISH BY OTHER K HORIZONTAL SECTION Nu:ldinE Cmle WOOD FRAME SUBSTRATE A :atco M1:n��'1/� •1� HORIZONTAL SECTION El Bt.w J MN01E7E,MA1ONRy5UB5IRATE By M.i"rri ve Yrodrt ' i a 1. C BILL OF MATERIALS m W ITEM i DESCRIPTION MATERIAL MANUFACTURER 3 1 MAIN FRAME WHITE RIGID PVC "EFS A EFS:ENERGI 2 SASH PANEL FRAME WHITE RIGID PVC **EFS FENESTRATION 3 SASH COVER WHITE RIGID PVC EFS SOLUTIONS USA, ^ O 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS MD NOAR CURRENT o LL 5 SLOPED SILL COVER WHITE RIGID PVC "EFS w ~^ 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS w o 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS a a w 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES D 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 0.210'10.187'x 0.300"CENTER FIN WEATHERSTRIP - ULTRAFAB p3p m m 14 3/4'X 1 112"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN-E PT PINE WOOD 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. 3 O 16 #8 X 1/2"TEK SCREW STEEL - 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE Z i 3 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL > 5;W a �-z 19 7/8'O.A.INSULATED GLASS CONSISTING OF:1/8"ANNEALED GLASS,0.090• GLASS - 3 00 TROSIFOL INTERLAYER 8Y KURARAY AMERICA,INC.,1/8"ANNEALED GLASS 2 m a a 0.39'AIR SPACE,118"TEMPERED GLASS © SASH LOCK ® LOCKING TILT SHOE q(7'a 0 A STEEL NYLON =a 0 >m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE 8 RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA y¢a Z a5 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE V O w=� 22 SPRING BALANCE - BSI HARDWARE 2 836' �� 1.240--1 �� cr J 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 0.530" w O<m e 24 HURRICANE TILT LATCH 1057E STEEL-ZINC CTD. VISION INDUSTRIES 0.687' 1" m 0 F p a d $m 25 PIVOT BAR METAL VISION INDUSTRIES �{� c O LL g 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062" I N O c3 e` 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL _ 1.417' N d 28 114'•ITW ADVANCED THREADFORM TAPCON STEEL ITW m m 29 EN DUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735" I rn 1�ti 30 NEOPRENE FRANK LOWE t F €F W aLL 0MAIN FRAME SASH PANEL FRAME Q3 SASH COVER PANEL STOP/FRAME ® FACE MOUNTED KEEPER rn S WHITE RIGID PVC 2O WHITE RIGID PVC WHITE RIGID PVC ® COVER STEEL TYP.WALL TICKNESS 0.070' TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065' WHITE RIGID PVC TYP.WALL TICKNESS 0.070- Roam J.A,--.P.E. 4.170-1 - TYP.WALL I..� Fbrida P.E.No.49752 T � ro298• THICKNESS 0.070" ~I1'7�•I0.150' T � O�Ip W nUq,O 2.730• 1.656" r\ 0.315' 1.326• 0. C7 �.� JAMES 4 °°° 1.400' ■1 1,o.s65 q, ��� sF 9G I f I I 1.000' � P:''CE...... 1+3.250"--y t�-�}-1.530' �-0.070" O: 1.350' 0.467" NO 49752 'O A`� O SLOPED SILL COVER GLAZING STOP/LIFT HANDLE O GLAZING STOP(OPERABLE SASH) O POCKET COVER Z ;• :2 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® SPRING BALANCE TATE OF :41 WHITE TYP.WALL THICKNESS 0.075' TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055' TYP.WALL •'�( 7:r�a� 3.450"--I © L0.306" THICKNESS 0.070' ''a'S8• •' G�.� 0.953' 0.891' 0.665';0.000 °°°°iUMA;� %` 2.155' 01.857'1 0.100 }T I I 0.329' 1.220 DIA.MAX. 1.121"++{ 1-� PRODUCT{tEVISG7 ® REINFORCEMENT 1 INTERLOCK COVER 4 PARTING STOP 1.885'-0'000 O withISE Fbrht� STEEL O WHITE RIGID PVC WOOD 0.85• 1.077 -0.100 �plyi'iki gC°d`� 1-0.438' TVP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" 1 F.o�emce Nva I�0.170' 1 g�I--� J_ I .-v�su�..Dai`_ 1 0.725" 0.914" + 1`�0" ® 0.525'x{ 9. T-'h'�'IY-1.722" �� I,,,�_ u�e�..Do-icTT'..usC 3/4' a ® TILT LATCH ® PIVOT BAR g STEEL-ZINC COATED METALTYP.WALL THICKNESS NA =U 0.697" o m 0.1 76 0.323' I 0.559" 0.345' 0.205' 0.352' ®• 0.173" o F w' � " � 0.370.709' 0. 60.551" 4 0. r T1.906" 2.260" Hui 0.368" 5.622" 1.122" " 0.669" 2.372 0.803' 1.067" S $ LL 1.012" 0.709' I J TT } 0.544" 0.15rJ > >G ima0 aW .m j=^�Z >m aQa0� O 33 yy USW= E 2 2 F W K Jz W UU WELDED MITERED COO 00 z U -a CORNER CONSTRUCTION 8 o O 1 ®14 �O WIN NU /01 U) �$ W 1 w �R lip 8 Robert J.AnaNeo•P.E. Florida P.E.No.49752 1(TYP) i G' 1 8 ® ® 18 No 49752 14 i• O 18 ® ®SHIM DETAIL 1 1X PT WOOD BUCK ®BY OTHERS PjtODUCT RFWSED as_ply"with the FI-ride NOTE: &dtdmg Cone 1 -O 142.11 PARTING STOP EXTERIOR PERIMETER AeFr`""CeNO F.e TO BE SEALED TO 1X PT WOOD BUCK tion D— WITH SIKA 551 SILICONE ® Dy M� ade Product