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HomeMy WebLinkAboutProduct Approval (2) FILE: CO M IAM I-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 I P&ACCEPTANCE OA) __ www.miam� a e.gov/economy c. RHighwayA 17851 MAR 19 2019 This NOA is being issued under the applicable �� aHfl1er rmittin g 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 i c' DESCRIPTION: Series"5405"White PVC HorLS0063. �titled Windo�Serie�s5405 M APPROVAL DOCUMENT: rawtng o. "ImpaHorizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08, 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 Coun Product-copirol Section SSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit sha ear a permanent a e 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. 18-0122.12 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. 18-0911.04 MIAMI•DADE COUNTY Expiration Date: July 22,2020 Approval Date: October 11,2018 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. 08-1210.12) 2. Drawing No. RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08,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. 18-0122.12) 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 a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 1 Edition (2014), dated 03/31/15, 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. 15-0618.03) 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 Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Pere ,P. . Product Control Ex mi r NOA No. 18-0911.04 Expiration Date: July 22,2020 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 NDA No. 18-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507=1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 084210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pe ez,P.E. Product Control xa iner NOA No. 1 - 911.04 Expiration Date: July 22,2020 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 I. 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. 18-0122.12,issued to Regency Plus, Inc. for their Series "5405"White PVC Horizontal Sliding Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe z,PNE.) Product Controlt�� NOA No. 1 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. m a IMPACT SERIES 5405HORMONTAL SLIDER WINDOW- LMI 4 W INSTALLATIONANCSORAGE DETAILS W o LL a o a GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS p Q i a O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO Z 'Q I MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3V);➢ 0. 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE q:Vw-`$ o1. UPON SIGNED AND SEALED TEST REPORT 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y p O NCR-110.11507-1 DATED 0620/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCKLi - Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE INCA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM z=m W O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ? t::Q r Fy-' TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. 8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS to=¢z:5 PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL J Q tl O 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1, NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a(7--T N,< TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE L)UO_F' O Z N THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS"X AND b'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1'112 INCH ANCHOR MANUFACTURER. Zp Q=p � WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT-MINIMUM EDGE DISTANCE IS 718 Cw7 U U c ZO ^e HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. _ 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w F J F EL4E O:FIXED PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE c h Qa LL d 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ FOLLOWING PROPERTIES: N a!Z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, w RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCTS ( ) USE CH fRN ADVANCED THRFI:DFORTd TAPCONS OF &A WOOD PROTECTION.WOODPROTECTION.WOOD- TRANSFERRINGAPPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. U e STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST d d w OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 12 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBC/FRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE S.M 1-121NCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. � H 4p S.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF °" ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 52.1. 1 INCH MINIMUM EMBEDMENT 2500 pL4 AND CONFORMS TO ACI 301. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12 IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 5.22, 21NCH MINIMUM EDGE DISTANCE zL C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY,117 PCF. Ruben J.Amom®,P.E RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 12 INCH Rod&P.E.Na,9752 6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. oli➢tlli➢ff ff GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ``����.°� �pMES ORA SPECIFIC PE IIFI TO E.IFSITE CONDITIONS CAUSE FROM THE REQUIREMENTS WALL FINISHES,INCLUDING BUT NOT LIMITED TO ' e�d4:�1G E itiSF.O,pG STUCCO,FOAM,BRICK VENEER AND SIDING. O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ry0 g975P ;p ELECT ONE OF THE FOLLOWING OPTIONS: n�b A OUTSIDE HVHZ:REQUIRE THATA LICENSED l`1 ENGINEER OR ARCHITECT PREPARE AND SUBMITSTATE OF ,<4 SITE SPECIFIC DOCUMENTS FOR USE WITH THIS ^ .N.'t DOCUMENT. RODUCT RENt-'Ci m 5<`•-4 O R IOP'•�� 9 -...... B.INSIDE HVHZ•REQUIRE THATAONE-TIMESITE ceempll+°g`dtat�F�� ��ii O/ SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED llaidkg Cod, eyffQN�'1L4�AN� FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS ,,teptatre No I �� SHEET REV. SHEET DESCRIPTION Esp?n env(7otz 1 F GENERAL AND INSTALLATION NOTES BY DUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTS 'T;.tat IIa ".nvhi,t 4ROmplying with the Florida 3 F VERTICAL SECTIONS Butldmg Cade A_plm«tau 6-0)'12.12 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Expired°°Dat 9 5 F CORNERDETAIL 6 F COMPONENTS AND BILL OF MATERIALS t55.0 LARGE MISSILE Y IMPACT Mlam Dad,Product I 7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) o @ HEAD&SILL at @ HEAD&SILL S FROM PARTING 12 112"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL 4 W 8 1/4"MAX. m Q FROM PARTING W ° STOP CORNERS(TYP.) a ¢ o 0 a 5 1'2" MAX. FROM FRAME CORNERS(TYP.) 13" m m 12" O.C.TYP. O ii X O.C;TYP. z 74"MAX. i i (- FRAME WIDTH a oo" 343/1 33" ii Z Awe N MAX. MAX. INSTALLATION <o D.L.O. D.L.O. ANCHOR(TYP.) ii J Q¢a o v " z 63" at,w N� S MAX. I U) oz- Z=) o FRAME PARTING STOP I 6"MAX.O.C.FROM 00°Fv 00 9 EIGH ANCHOR(TYP.) Ir FRAME CORNERS(TYP.) N W a " 58 3/4" B C STEEL REINFORCEMENT W L m MAX 3"MAX.(TYP.)@ HEAD&SILL cow �o 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS v m D.L.O. SPACED METAL SCREWS 4"MAX.(TYP.)@ HEAD&SILL G N FOR CONCRETE SCREWS — Dom' II I I 3 Fa 3"MAX.FROM C.L.(TYP.)@ HEAD&SILLQG RoobestJ..—ruso,P.E. guda PE No.49752 (TYP.) HEAD& E 57 1/2" SILL OR WOOD SCREWS. `�p�`���jpMES 4 it MAX. 7"MAX.FROM C.L. P. HEAD& �•�`�:�cEnis•oq O X 4 (TYP.) o�: ii D.L.O. SILL FOR CONCRETE SCREWS. er reo 49752 G ANCHOR LAYOUT STAT�� F ii STEEL EXTERIOR VIEW REINFORCEMENT �oejSslO ENCs�. I 1 1/2"x 1/4"WEEP HOLE smu"MNEWM om vs�2 5/8"FROM END(TYP.) Y �. ilaasplyingtFl�a ec� Building cO& 3 E>«a Is!N"l8 •2IroCxDs!c 02A— pA-off1 -0 144.1 2D ELEVATION EXTEROR VEW :iii. 11147o! o qI � ONE BY WOOD 1/4" ITW TAPCON #l2 WOOD SCREW 12 ONE BY WOOD m BUCK BY OTHER 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN. (SEE NOTE 5, SHT. 1) m WOOD BUCK PROTECTION BY 1EDGE"D IN� SHEATHING EDGE DIST. TWO BY WOOD OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS o d 11A) a v vd v CONCRETE BY OTHERS o v EXTERIOR FINISH (SEE NOTE 4, SHT. 1) 0 (SEE NOTE 4, SHT. 1) s<o a = a v a 1 1/2" MIN. : ;`_'• ;. T Lee o BY OTHERS fm • c v - - o EMBEDMENT 8 X 1 1/2- '{` ~" 10 o WOOD SCREW ?:' 1 1/2" MIN. a ¢N #8 X 1 1/2" EMBEDMENT o WOOD SCR 14 14 #8 X 1 1/2"14a. WOOD SCREW EXTERIOR FINISH 1/4" MAX. BY OTHERS �O 10 SHIM SPACE SHIM SPACE PERIMETER CAULK �o n BY OTHERS J 21 PERIMETER CAULK BY OTHERS Qp� 10 O C 2 a o 6 JJ 21 Z n 2 1 6 WINDOW > w E 4 5 n g HEIGHT cocn 1615 V ZOO<O�a ti -+ 2 4 7a=d ZLU z 16 15 rL(9-iNrn U N O Q m x VERTICAL SECTION =_<_" r B _ _ W U in 1- WINDOW EXTERIOR Orr oPERAetEPANe sttoWN, w o t > Vim FD=SBU AR INTERIOR EXTERIOR INTERIOR a �g^ HEIGHT SEE GLAZING C VERTICAL SECTION N 09 DETAIL 2 WOOD SUBSTRATE w m 15 OPERABLE PANEL SHOWN. SHEEP 3 `o o a 16 FLED Sr M_AR m 4 a E 2 27 8 INTERIOR 6 P1 11 9 2 8 16 4 15 a RA-.obW J.A .P.E.P. ILJI Lf FIaNa RE No.44752 a 1' 22 ``a�aaNMES 24 .a DAMES PERIMETER CAULK ,0 23 ��`ce \.cEkS 4909. #8 X 1 1/2 ERS 10 Qo 14 WOOD SCREW 21 = No 497512 Go WOOD SCREW 14 1/4" MAX. 17 SHIM SPACE SPACE STA7'� EXTERIOR FINISH fN.. wires .�65;•..O g t ... BY OTHERS :r;,-: ;: �_ °°�`S�QNALENaV% CONCRETE BY OTHERS ° tft.a10 1 1/2" MIN. (SEE NOTE 4, SHT. 1) c o o'.` c EMBEDMENT ONE BY WOOD ' o •` 15 18 16 25 "ply�m*ast IkOrad1h Prtoott�i µR e BUCK BY OTHERS 1/4" ITW TAPCON 13 1 1/2" MIN. 9WbaZCbde 1$'091/.OQ ,%cenMACode. 1 ( ) INSTALLATION ANCHOR Q EXTERIOR P a"pLsi4eNoq-0121.12 SEE NOTE 5, SHT. 1 EDGE DIST. Dote Ezpiratioa (� wooD BUCK PRorEcrloN (:�) VERTICAL SECTION D HORIZONTAL SECTION CONCRETE SUBSTRATE Mism 0 Ihv<7vii Afi ' Ade ice BY OTHERS (SEE INST. OPERBALEPANELSHOWN, nm NOTE 11A) F=SAW.AR I 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW m #8 X 1 14 1/2" SHIM AS 14 WOOD SCREW 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE m SHIM SPACE 1" MIN. EMBEDMENT - MASONRY 1 1/2" MIN 15 16 3 7 6 10 INTERIOR I 13 m EMBEDMENT 10 1 19 17 16 � 1/4" ITW TAPCON INSTALLATION ANCHOR 9 SHIM AS REQUIRED w 0 p Q• 1 1/2"" MIN. EDGE DISTANCE - CONC. W om p #12 WOOD SCREW 12 2" MIN. EDGE DISTANCE - MASONRY � 00 INSTALLATION ANCHOR w G 9• .a ot <N a . . �— C�-- cl CONCRETE OR MASONRY i 7/8" MIN, V BY OTHERS EDGE DISTANCE V ' 4 .Q (SEE NOTE 4, SHT. 1) L- A •.Q' ISOLATION MATERIAL BETWEEN O 2 8 21 23 Q Q. WOOD BUCK & MASONRY j Q LL TWO BY WOOD---"Q.—- ,• OPENING BY OTHERS Op Q b, 0 FRAME BY OTHERS ?: r �O Zz '_o (SEE NOTE 4, SHT. 1) rY`4'.i=s�? ; a, q ONE 8Y WOOD 3z o BUCK BY OTHERS o SHEATHING "`' *"� Q . ,'4 (SEE NOTE 5, SHT. 1) > wC $ BY OTHERS `�'_, a p 2D 15 EXTERIOR 5 1 10 ?'<<r y.'�i• :�: .� V N� #8 X 1 1/2„ 14 #8 X 1 1/2" z(�rr-4W 0 eq WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW vi=< p >% z BY OTHERS BY OTHERS a a EXTERIOR FINISH i 1,4z BY OTHERS• EXTERIOR FINISH >.F•w R :p HORIZONTAL SECTION HORIZONTAL SECTION HERS o o l o U 4 E WOOD FPAMESUBSTRAIE T (FD®PANPI.SHOWN, r OONCRSfE/MASONRY SUBSTRATE W J�-w zj" OPERABLE PANELSB.IDJ.R1 (OPERBALEPANEL SHOWN, m.n Cono FA'EDPANEL MIII.AW o W F a U oosz' _ Of... , ®s 7/8' O.A. LAMINATED GLASS CONSISTING ¢o a^'8 15 OF: EXTERIOR LAMINATED GLASS - (2) 1/8" ANNEALED GLASS W/ 0.090" -o �o�LL KURARAY AMERICA INC. TROSIFOL = o INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robert J.Am—,so,P.E INTERIOR 1/8" TEMPERED GLASS FlortEe P.E No.49752 15 Q 15 \ 26 � �.�`���JAMES XTERIO 116 / 26 `��tQ���O E...F2 r\A INTERIOR No 49752 :o 17 1/2" GLASS BITEI INTERIOR EXTERIOR 1/2" GLASS BITE STATS OF .01 Li 1 27 ® 4 a ` f 16 27 ® - B T14"I u REW6'1V= R�cr R`-VIS-- �e co!agNina wild tb4 PblS! 'P�Yied u'i'u tde .or!d: I AZING DETAIL 1 GLAZING DETAIL 2 '`'""''°`'` ^°� c��= -:,..., ,��18.0 •X40 `4I,�N 1 •D12'l.+Z .�:m✓::pie Prchun'c:nct .,i:r3e Prodxf i I WELDED MITERED CORNER CONSTRUCTION 1 10 0 cc rz9 c� 0 g z lu or 12"O.C. z (TYP.) 1 00 w Wl z0z 0 cr 14 0 uj 10 cr to ;q A TILT LATCH M —0.697' STEEL—ZINC COATED � mLLM 0.176'— 0.323' .0 —I —0.345" 0.205" RobedJ.Arn—.P.E SHIM llodda P.E.N.49752 - 0 . %lig 07�, . NOTE: CORNER DETAIL 1X PT WOOD BUCK 0.377- D 709 ............ PARTING STOP EXTERIOR PERIMETER BY OTHERS. . — " TO BE SEALED TO 1X PT WOOD BUCK1.906" 0.377" 72.260 C: ko 49752 Ca WITH SIKA 551 SILICONE 0.669' O0 soY 1.05r 0 % 1.012' ILI 0.709" ........... 0.5w A00vCr'UNMRI& PRODUCTREViSED Fkd& tt.F106.da -s o­.plyi-a wish sodk's Cod. A 4..j nit,ll'siid� 2 E.,By W�t,1 11Z :ma,-pn O MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOW-OPERABLE LTTE WHITE RIGID PVC 1/2"X 112"EACH END(INT.TRACK) WHITE RIGID PVC O GLAZING STOP W/HANDLE O WHITE RIGID PVC w 0.070"THK. 112"X 318"MIDSPAN(INT.TRACK) 0.068'THK. WHITE RIGID PVC 0.055'THK. 3 518•X 3/8'EACH END(EXT.TRACK, a , 0�.0�55"�THK. 5/16" � R 4 3/16" 1 11/16' 15� ��1 o" wm 0 © s 0 p 1 9/16 4 1/6" � a 2 3/4" O SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER D° 1 3/8- WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 0.075"THK 0.070"THK. 0.050"THLK. C]�� � 5/16" 11 - R(1at1CTRffi .or 5/16 m .;iry -+a ,xm idi 1/2" � 9/16" 9�;di,ac«k o 4tcc;�tk�,.P1ol -O D4- 0 h LL 3 1/4"--.-� �- Ezpimr'ac6ate TO O =a ° . f "I �y. i7lyni mss_r OS POCKET COVER6 POCKET COVER '< °a IA (EXT.TRACK) (INT.TRACK) TILT LATCH BILL OF MATERLS 3 WHITE RIGID PVC ITEM# 0.070"THK. WHITE RIGID PVC STEEL-ZINC COATED DESCRIPTION MATERIAL SUPPLIER =(L a W Z m z LL 0 Eq 0.070'THK 1 MAIN FRAME WHITE RIGID PVC "EFS ¢ o=z! I SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC •`EFS ~w mo 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC ••EFS z 0) _ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC EFS w a,.co �„s 1 1/16- 1 1/16" 1 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC ••EFS o o�LL7 w -�B 6 POCKET COVER INT.TRACK) WHITE RIGID PVC "EFS z 7 SASH COVER WHITE RIGID PVC '•EFS N wa 1 7/g•• _I WEEP HOLES: 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 1008/1010' REGENCY PLUS,INC. co O c s a 1 7/8" �l 3/4"X 3/8"EACH END F cU ,._'-a 9 INTERLOCK COVER WHITE RIGID PVC "EFS O 114"X 9/16`MID SPAN 10 PARTING STOP WOOD PT SYP G=0.55 MIN. a V.Pf r- 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O INTERLOCK COVER 0 REINFORCEMENT u WHITE RIGID PVC SASH FRS 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — ° 0.070°THK. STEEL WHITE RIGID PVC PKI3 114"ADVANCED THREADFORM TAPCON STEEL ITW - 0.050"THICK 0.066"THK. 14 #8 X 1 112"WOOD SCREW STEEL rmoen:.an"n n,PE _�— Fy=30-50 SKI 15 718"OA INSULATED GLASS(SEE GLAZING GLASS EDGESEAL P.M.P.E.Nc.497S2 Fu=37.5-68.7 KPSI DETAIL ON SHEET 4) 15 16 SIKAFLEX 552 SILICONE SIKA �4�P�.�CE/dSDo'y �1— 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC •`EFS 0 F•.G -1 3/4" /1 g"J 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS '. No 49752 'o �- -�3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC '•EFS 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC "EFS U�Y A11�1 10 PARTING STOP 25 REINFORCEMENT 21 FlNSEAL WEATHERSTRIP VINYL ULTRAFAB • STATE OF WOOD2 1/16--� 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G •.,<O R 1 O? ���: FIXED MEETING RAIL23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. STEEL O POCKET INSERT 24 WEEP HOLE COVERS PLASTIC RO-MAI 0.050'THICK 20 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL 7� Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD(SETTING BLOCK-2NB-8K-125.02M2e) NEOPRENE FRANK LOWE 1 1/2" 0.060"THK. NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER RC--CTREVISM ss c p;yvg with ttn FkrVA 13 16" FRAME.NOT SHOWN IN DRAWING. 19.ildignc"do 15/16"F1 / A' Pte_r>u DI'12! L E kation 'ASTM A-Al008A/A109 Q •• EFS:ENERGI FENESTRATION SOLUTIONS By -3/4" 1 1/B" USA,INC.,PER CURRENT MD NOA �y;, �eProduct