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HomeMy WebLinkAboutProduct Approval (4) M IAM I-DARE FILE COPYMIArvH—DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) RF-C 1E IV1_-: w.mia�ii idade. ov/econom Regency Plus,Inc. 2000 Locust Gap Highway JAN 2 2 2020 Mount Carmel PA 17851 SCOPE: ST. Lucie County, Permitting __..._ 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 Hjgk_:K9locLty Hurricane Zone. DESCRIPTION: Series "5305 Tilt"White PVC Double Hun 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 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 MiAru-Daoe COurvrY Expiration Date: May 06,2020 Approval Date: October 11,2018 7 P10141115 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 L 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 5111 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 611 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 NDA 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. AhniSkYU74 P.E. Product Cont of Exa finer 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 P 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 SEAtES 5305 TILT DOUBLE HUNG IMPACT M'Y.L ffT"OW INSTALLAMNANCSORAGE DETAMS 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 to S o ®BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITYSPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ® B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE ❑ a HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR z STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING, Q . SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR to a 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIIAMMADE COUNTY PRODUCT CONTROL PRODUCT INSTALLATION. 9.FOR CONCRETE BLOCK 00 NOT INSTALL INSTALLATION W$ UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 4 Z NCTL-110.11422-2 DATED 12101/08,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF U 111/05/08 AND ADDENDUM II DATED 03/10/09 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. �co<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 17.�- F on F 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 -�=Q- 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 MANUFACTURER'S d ' AND TAS-2D3. e MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL U CO j❑F' o 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS I_ 2 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE & 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE CI O K m Zp R TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. p U�¢ y 4 I THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. O COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ZL 8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE N d MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, FOLLOWING PROPERTIES: l"Z 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04.1. USE 1/4 INCH TNV ADVANCED THREADFORM TAPCONS OF o W 3 MASONRY AND 2X FRAMING ASA MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL SUFFICIENT LENGTH O ACHIEVE THE FOLLOWING: X WOOD-PRESSURE TREATED(PT)SOUTHERNLaO ,is RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 w TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION W STANDS FOR THE FOLLOWING: 5.1.1. 1 112 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION 4STRUCTURE 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. LU file OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 52. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF AGENCY HAVING JURISDICTION(AHJ). 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 521. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. 8 A WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 5.22. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM C-90, 5.1X AND 2X BUCKS(WHEN USED)SHA=E DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd-1.6) MEDIUM WEIGHT WITH DENSITY:•117 FOR. Robert J.Amoroso,Pte. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE 08 WOOD Florida P.E we,49762 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 8 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONRECORDS!BILITY OF THE AND TO BE REVIEWED BYR OJR ARCHITECT OF ES GNPSTA STANDARD AAPPRORIATE ARREFUSSSED. PER THE APPLICASCE 7 MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE �����,��PN ES 4!*s�+ q WALL FINISHES,INCLUDING BUT NOT LIMITED TO ♦���1Ge���C EMg Rr���++ 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 Q; No 41975 FOR A SPECIFIC SITE.IF CONDITIONS CAUSEPROTECTIVE SYSTEM IS NOT REQUIRED. INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE }4 OF THE FOLLOWING OPTIONS: STATE CF �k! 0010 1 k/ �#k04i114T}i£18F.'CY1�' .+<t+ .<C R 1 D P,:�•,�. TABLE OF CONTENTS ll l-JlAp!yin ta•[!h tha RlovOltlt..,,1 a+OSgar••.. •N.r7yQ LmrLire N®1&•09l� � °seo�ON SHEET REV. SHEET DESCRIPTION /Z�+6 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART Ea Lt»5a.Dsta 2 D ELEVATION&ANCHOR LAYOUT Bi 3 D ELEVATION B ANCHOR LAYOUT Aid:e3 ak Gra'>t 1'9:ea:i8�7. PRODUCT REVISED w e ,plying with the Florida 4 D VERTICAL SECTIONS Building Cada 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING A.lmtnaco 1.50 6 D HORIZONTAL SECTIONS&GLAZING DETAIL :55.0 GILL LARGE MISSILE IDme 7 D L OF MATERIALS AND COMPONENTS IMPACT Mia. a Product t 8 D COMPONENTS&CORNER DETAIL ' i MAX.O.A.WIDTH AW/PARTING STOP 55" S MAX.O.A.FRAME WIDTH 53" TOP SASHcc 'o WIDTH 49.46" a g 6 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 5 5 @ HEAD&SILL CORNERS TYP. p y n 4.00"TYP.FROM Z o ——— ———— CORNERS OF WINDOW 4.25'TYP. 3 N FROM PARTING } '3 STOP CORNERS } >5 8 TOP SASH TOP I I 3 D. G 12 �> 79" 77° SASH I )( I HEIGHT I r I 13.75 � :32¢30 s m MAX.® MAX. HEIGHT 6 m HEIGHT W/ UNIT 36.625 I I 32.913" 10.00"O.C. O.C.MAX.TYP. >¢a. PARTING FRAME I I '' X 3"O.C.TYP.FOR o t0-w r¢ ' ° g WOOD SCREWS. �+ was STOP HEIGHT �� 2"O.C. �—I P I W G=7 a m Z q 4"O.C.TYP.FOR K O V p o g E C TMP' d CONCRETE SCREWS. 1-:0¢ d a BOTTOM I 4 I BOTTOM SASH ® N j� g SASH I I D.L.O. II �ws HEIGHT X HEIGHT 36.625 i " i 33.113" AREINFORCEMENT(TYP.) —flX I w N P #12 INSTALLATION 8 X a ` W m i ——_ ———— SCREW(TYP.) #ARTTING STOPS(TYPP.).) co I NG SCREWS o� I a � H 5 R"b.aJ.A—..P.E —— — PmrWe RE No.49762 I I 3.00" CORNERS 15 IL �J.E..q @HEAD&SIL TMP. �. . .NsHEAD&S •uo���, I .p BOTTOM SASH ® � No 4975 ••G`n0 DLO WIDTH �(b 4$.8125' STATE OF .u/ e D ..xl�BOTTOM SAS WIDTH 50.125"H 0.25H ,,,ss,oNA oNa°�� I ODUCf REV3SM I �IlIl35lftF.'I'ti:.RfY.S'SafiP� s—plyi.8Miltlh tFbr;de � ELEVATION ANCHOR LAYOUT be�bs�p3;jrt:a q[Eit 46t'Fie7py wilding Colt ' EXTERIOR VIEW EXTERIOR VIEW 4a F3egL ait lmseNof W/PARTINGSTOPSAresplefit"t¢a/ OgIAo4 tra' Daft y V1/PARTING STOPS ¢^':xNrn 3Tstc 70 y iem' Product ' of dpdyr IR�r7c PrauYxV 4 o< A CONCRETE BY OTHERS 7/8"MIN.EDGE DISTANCE m w (SEE NOTE 4 ON SHEET 1) 1 1/2'MIN.EDGE DISTANCE 3 0 WOOD PROTECTION(SEE NOTE _ SHEATHING 8Y OTHERS ®11A,SHT.i)BY OTHERS p _ b 1 1/2"MIN. EMBEDMENT 2X WOOD BY OTHERS o m EXTERIOR FINISH 1/4'MAX SHIM m BY OTHERS (SEE NOTE 4 ON SHEET 1) w EXTERIOR FINISH PERIMETER SEALANT 4 a w ®BY OTHERS BY OTHERS ° 1X PT WOOD BUCK BY OTHERS 9 (SEE NOTE 5 1 ON SHEET 1) 1/4"MAX.SHIM 1 1/2'MIN. T EMBEDMENT 3 EXTERIOR 8 INTERIOR PERIMETER SEALANT 4 sx m 18 ®BY OTHERS s z a $ 2 o ' 1 13 � e s VERTICAL SECTION 3 6 a o D CONCRETE SUBSTRATE EXTERIOR INTERIOR 4 5; 24 6 =m<W 7 30 ® 16 19 O m 4 11 2 c0.azw> INTERIOR >6j I EXTERIOR 8 WINDOW VERTICAL SECTION w �w e p WINDOW 8 HEIGHT Lu E WOOD FRAME SUBSTRATE Lu o j F HEIGHT 2 2 a o> U B 1 7 N F � LL4S 2 �� r C VERTICAL SECTION 1 s d w 15 CONCRETE SUBSTRATE EXTERIOR 3o A 6 INTERIOR ¢ 'o �qn 9 m pe 3. 2 30 ® B 10 a EXTERIOR 25 8 INTERIOR 1 Ro6mtJ.A—.,,P.62E 20 Flrnlda P.E.No,497 , 1 2X WOOD BY OTHERS I 10 (SEE NOTE 4 ON SHEET 1) I 5 PERIMETER SOTHER ��"Q�",KMES 4 q 12 ®1X PT WOOD BUCK BY OTHERS PERIMETER SEALANT (SEE NOTE 5 ON SHEET 1) pV?:' 1 sF® BY OTHERS 1 1 1/2"MIN• 11/2"MIN. a No 49752 EMBEDMENT 114"MAX.SHIM EMBEDMENT "TAT EXTERIOR FINISH w �' ��•� I BY OTHERS EXTERIOR FINISH �iev7inelC�e�0h T"•.A- �Q ° 4 ° BY OTHERS a.c.�+tu�c•Ao I •Dgl10Q- �(�`�L O R 1'D CONCRETE cz inv*aaRwc D2Ds�OhjALE% BY OTHERS(SEE NOTE y„ 11,iNo11111%� 1 WOOD PROTECTION(SEE NOTE ®11A,SHT.1)BY OTHERS 4 ON SHEET 1) 718"MIN.EDGEEf rD 1112 MIN. mwoucr asi h th. EDGE DISTANCE ( B VERTICAL N Plyngw�FlheFlorda SHEATHING BY OTHERS WOOD FRAME SUBSTRATE ° s Codo (IYP.) ["d, mptavoe 1401 •D??.Ia DareVERTICAL SECTIONCONCRETE SUBSTRATEomi ndc PraUxt C 1 112"MIN.EDGE DIST. L,�Al 1 112"MIN.EMBEDMENT UCK BY OTH RS N SHEET 1)t� 7/8"MIN,EDGE DIST. m CONCRETE BY OTHERS(SEE ECTION(SEE NOTE S A NOTE 4 ON SHEET 1) Y O ERS® 1 1/2°MIN.EMBEDMENT 2X WOOD BY OTHERS SHEATHING BY OTHERS = 18 a' (SEE NOTE 4 ON SHEET 1) 'MIN.EMBED. EXTERIOR FINISH a ® 1X WOOD BUCK BY OTHERS BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) °c a ............ PERIMETER SEALANT BY OTHERS ° w ® BY OTHERS 4 PERIMETER SEALANT 4 9 114"MAX.SHIM ® BY OTHERS 1 1!2"MIN. 1 3 3/8°MIN. EMBEDMENT 3 8 EDGE DIST. EXTERIOR ' 6 INTERIOR m o $ N a 1 114°MAX.SHIM] MIN. 3 m o 2 1 pir 3/8 EDGEJ VERTICAL SECTION ExrERIOR INTERIOR a' sCONCRETESUBSTRATE Orn mz ag^ o>WINDOW U�w s- 0 HEIGHT WINDOW HEIGHT �,,� VERTICAL SECTION w a¢m E 5 n WOOD FRAME SUBSTRATE °C Q o> �R 81 2 cl) � �� 1 F• �a 19 30® g sWw �® EXTERIOR 8 INTERIOR to EXTERIOR INTERIOR 1 8 8 5 Robert J.Amoroso,PF. 1 PERIMETER SEALANT Fbdda P.E No,48752 PERIMETER SEALANT 5 318°MIN.® jBY OTHERS 1 EDGE DIS® ��e��.SWES q*f"i� ®BY OTHERS 1 EDGE DIST. e°aWe�-�GEIV'F�G 0 •� s 9 Pd0 4975 1!4"MAX SHIM �� 4' 10 MIN. 1 1/2°MIN.EMBED.m EMBEDMENT v���' 1X WOOD BUCK BY OTHERS • (1 STATE OF .•i (SEE NOTE 5 ON SHEET 1) Y ��. 07 P:: EXTERIOR FINISH ° 4 ' tyi': F11a.%p��e BY OTHERS CONCRETE ® EXTERIOR FINISH BY OTHERS `:�slp.j� 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS ®(SEE NOTE 5 ON SHEET 1) 9��MIN. °MIN.EMBED& 1U2"MIN.EMBED. knoucT{agy� ODUCI'REVISEL WOOD PROTECTION SEE NOTE EDGE DIST. j ( ® 2X WOOD BY OTHERS ®11A,SHT.1)BY OTHERS L-1-1/2"MIN.EDGED ( ) w n Clm3strlth the Fim(�C aempgSyu g wi h tlw Plv$AE SEE NOTE 4 ON SHEET 1 v> a H VERTICAL SECTION VERTICAL SECTION g YD u'"° 9 I WOOD FRAME SUBSTRATE �rMpt;,a*x:t4;«"09/8. ¢ eptmce No '0!?211 I CONCRETE SUBSTRATEBY Ea.irauvu'w•, uanoo Dere i Ay_ •}rlFfi;k'0..t lil'Cd1A.�(::E! ��1 e�:•P7aMx4 i 1 1/2"MIN.EMBEDMENT-CONCRETE 114"MAX.SHIM 1/4'MAX.SHIM 1 1/2'MIN.EMBEDMENT m ® 1"MIN.EMBEDMENT-MASONRY I II a e• 1 1 2 ] 9 7 2 25 13 23 1 /71 7 � 6 m 110 MIN.EDGE DISTANCE-CONC. v INTERIOR 2X WOOD BY OTHERS � 2'MIN.EDGE DISTANCE-MASONRYm ' (SEENOTE40NSHEETI) � o^ w . 0 d O v o a� 7/8'MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS),', EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 2 g 6 1 (ON THIS SHEET) 19 15 16 e 3 0 o m WOOD PROTECTION(SEE NOTE o $ a 11A,SHT.1 EXTERIOR FINISH BY OTHERS z i a o ® )BY OTHERS ERIMETER SEAL4NTBY OTHERS® ®PERIMETER SEALANT 3-1 rc BY OTHERS IX PT WOOD BUCK BY OTHERS WINDOW WIDTH ? „ ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS _, ¢z HORIZONTAL m SECTI N HORIZONTAL SECTION r° " I+ CONREIII/MASONRYSIRiS[RATH G w000rRAMesc�srRArs cJ.ad Uw 1/2'GLASS BITE® z g= la ] ul 7/6'O.A.INSULATED GLASS CONSISTING OR c7�¢Im O '_INTERIOR �a 0 U=O fn$e EXTERIOR LAMINATED GLASS:118•ANNEALED GLASS, $ � 0.090"TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,118-ANNEALED GLASS, o �_ 0.39'AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 118'TEMPERED GLASS N 1 112'MIN.EMBEDMENT-CONCRETE 3/8"MIN.EDGE DIST. t 1 1/2"MIN.EMBED. o t g o 2'MIN.EMBEDMENT-MASONRY, g a ®318"MIN.EDGE DIST. y 114"MAX.SHIM EXTERIOR 1/4"MAX.SHIM w 11/2"MIN.EDGE DIST-CONC. � ® 2"MIN.EDGE DIST-MAS RY. 1 2 ] 2 ] 2 1 N 21A 7B"MIN.EDGE DIST. S 15 GLAZING DETAIL 1 Robert J.Amoroso,P.E Flodde P.E.No.49752 INTERIOR • °°a°°.-%SNMES 4 f'pl,i 1 1/2"MIN. O t1P.�...........•D EMBEDMENT EMBEDMENT No 49752 :0 CONCRETEI MASONRY BY OTHERS ` >t (SEE NOTE 4 ON SHEET 1) 2X WOOD BY OTHERS _ 1 EXTERIOR (SEE NOTE 4 ON SHEET 1) STATE OF •'� WOOD PROTECTION(SEE NOTEP (/ ®11A,SHT.1)BY OTHERS 1 8 2 1 1 1 g 1 16 SHEATHING BY OTHERS a c�S;• O R 1 V PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS s IX PT WOOD BUCK BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS ®(SEE NOTE 5 ON SHEET 1) PRODUCT REVISED nsrom 1 ' withiMFtorida EXTERIOR FINISH BY OTHERS rr HORIZONTAL SECTION da�zs�[ar w'ua��ssua+la Saudi;C K ad*d�daa A-;pLe N> 18.0171.0 WOOD FRM7ESUBSTItATR 4rc<n,:�c,-.+t4_�8-091�.d,Q. Ecptm*.Dme HORIZONTAL SECTION 0- CRM , t, J CONCRETE MASONRYSUB57RAIE sy, BY. roduc! 1 I :l I BILL OF MATERIALS m ITEM# DESCRIPTION MATERIAL MANUFACTURER 2 1 MAIN FRAME WHITE RIGID PVC -EFS A EFS:ENERGI w 2 SASH PANEL FRAME WHITE RIGID PVC •`EFS FENESTRATION 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, 4 PANEL STOP/FRAME COVERWHITE RIGID PVC "EFS INC.,PER CURRENT a 5 SLOPED SILL COVER WHITE RIGID PVC "EFS A MD NOA. n 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS a N 12 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS a nam c ]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 0210'10.187.x 0.300"CENTER FIN WEATHERSTRIP - ULTRAFAB i� ,$ m 14 3/4"X 1 1/2"PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN. PT PINE WOOD - 0 c o 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. il 16 #8 X i/2"TEK SCREW STEEL - r 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE Z�4 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL -- > 5 w 19 718"OA INSULATED GLASS CONSISTING OF:1/8'ANNEALED GLASS,0.090' GLASS - U O TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.,1/8'ANNEALED GLASS 0.39"AIR SPACE,118"TEMPERED GLASS © SASH T�ELCK ® LOCKING TILT SHOE ?= 0 m NYLON . .i ¢-0 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP,WALL TICKNESS NA TYP.WALL TICKNESS NA a .6 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 0�a z'Oto o 22 SPRING BALANCE BSI HARDWARE ' _ 2 836. 1.240"-- w U3i w fif a 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 1 0 530° w� 24 HURRICANE TILT LATCH 1057 STEEL-ZINC CTD. VISION INDUSTRIES 0.687 1" ---�+++---}��� F p qg A e R 25 PIVOT BAR METAL VISION INDUSTRIES ' DLL 8 . 2B SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062' S 150 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - 1.417' �-, 1 HAS 28 114"'ITW ADVANCED THREADFORM TAPCON STEEL ITW 00 Sym 29 ENDUR 9.8 SS SPACER STAINLESS STL I CARDINAL 0.735' N 30 ZN125-02"2NEOPRENE FRANK LOWE Ir I �k ?km' Lu O WHITE N FR I PVE O SASHWHITE RIGID PVC O WHITER GID PVC PANEL STOP JFRAME © FACE MOUNTED KEEPER � R LL COVER TYP.WALL TICKNESS 0.070" STEEL TYP.WALL THICKNESS 0.070' TYP.WALL THICKNES 0.065" O WHITE RIGID PVC TYR WALL TICKNESS 0.070' Robed J.Amoniso,P.E. 4.170° 7YP.WALL Florida P.E.No.48762 i 0 298" 1.750" THICKNESS 0.070' -►.�I-+-0.150' 2.73 1.656' 0.315"0001, 1.32fi" 0. [� ``,,�3NMEl�q��'t 1 �pMES q� 1.40T �,i 1.0.$65' gFQ�✓v�CEltig ,09G 0` 1.350° 0.467° --�-�-007U" ���" NO 49752 t�0 � � f O SLOPED SILL COVER GLAZING STOP/LIFT HANDLE O GLAZING STOP(OPERABLE SASH) O POCKET COVER 1 q jib J 2 1 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVCSPRING BALANCE STATE OF :W WHITE RIGID PVC TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" ® +Oma`•. �* 3A50"--(� © D L 0.306" 11" THICKNESS 0.070* +0.000 p���isS........E �\�� 2.155' 953- .-L 1.857' 0.665'-0.100 _ � 1.121°� Q 0.329'---� 12MDIA.MAX 1 REINFORCEMENT INTERLOCK COVER +0.000 PRODUCT REVISED } ® STEEL WHITE RIGID PVC ® PARTING STOP p 1.077 1,865"-0.100 O 4}II CB cemplying wit%it*P18tIdP WOOD 99 0.85 ` �y 6m I,' ,Ilb 1h' L*_m7: do =0.438" TYP.WALL THICKNESS 0.082" TYP.WALL THICKNESS 0.075" -+ �- eINR11cFZ�iAe I.Li! '01T2�lJ '21 0.170' ® f 4a%lJ-Zr2No I$-a1)$.p' L C7I 1--0.725' 0.914° I1.500" ,f � fl )"'--�-t-1.722' 0.525" -'� �-+-314' ' G ® TILT LATCH ® PIVOT SAIL o 3 STEEL-ZINC COATED METALTYP.WALL THICKNESS NA 4 0.697" m 0.176" 0.323" 0.559" O w 0.345• 0.205" 0.352° —►{0.173" a 0.377" 0.709" 0.166" 7— —7 0.5 a• 0.748° A0.368" 0.377" T T 1.906" 2.260" 5.622" 0.669" � 2.372" 1.122" 0.803• 1.067" C j o _ o 1 .012" Q 0.709° JL 0.544" 0.157"J g<3 5;6 G:, CL d mm Z ZO 5m w V0OFLu WN Wg a WELDED MITERED Lu d D w 99 CORNER CONSTRUCTION o 00 O ®14 FLo 0 1 BE Lo I _� w ��a� R f RoDM d.Nn D.P.E. Flodoa P.E.No.49752 01 10"O.0 ���ae�Z SPMES 4Iffe,,i� (TYP.) 18 © 16 `o44Q'�?CEAlg ., 01 NO 49752 •:SO 1 pa Z r' .to 18 ® 000,�Oo e+oee0o�i�9�N4,�y I ®SHIM STAIF- DETAIL 1 IX PT WOOD BUCK Q BY OTHERS PRODUCr REVISED too plyi a with caro P1 a ns�pjy;y with 6.SMda NOTE: S.JdlaSCndo 1B.11dws code PARTING STOP EXTERIOR PERIMETER Am1;6accMo tancahio{ -DI22.!{ TO BE SEALED TO 1X PT WOOD BUCK �a'� 0 a�4` "'-1100D WIom` TH SIKA 551 SILICONE 0 qt�9 / b2j�104- Mi ode Ptad6c t (